FILE=GSA.WRN 1. A span has less than recommended 5 nodes. 2. Recommend Pseudo Supports only be used to make number of spans similar to those of adjacent girders. 3. Weight of steel detail material (WAS-i) not given for any girder. (Above warnings may not be comprehensive.) FILE=GSA.OUT Jul 23, 2013 - 4:38 pm *************************************************************** MDX Girder System Analysis, Version 6.5.1977 Copyright (c) 1993-2012 MDX Software, Inc. Phone: 573-446-3221 Email: support@mdxsoftware.com Fax: 573-446-3278 Web: http://www.mdxsoftware.com *************************************************************** Jul 23, 2013 - 4:38 pm Files: HS20 Load Rating.GSA GSA.OUT Contents of data file- ************************************************** ID: HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING CONDITIONS ENGLISH OUTPUT HS20 LOADING LFD METHOD METRIC INPUT RATE MODE RATING PROJECT SELF WEIGHT FOR DEAD LOAD 1 DATA BRINCD 1 41 2 42 3 43 4 44 5 45 6 46 7 47 8 48 9 49 10 50 11 51 12 52 13 53 14 54 15 55 16 56 17 57 18 58 19 59 20 60 21 61 22 62 23 63 24 64 25 65 26 66 27 67 28 68 29 69 30 70 31 71 32 72 33 73 34 74 35 75 36 76 37 77 38 78 39 79 40 80 41 81 42 82 43 83 44 84 45 85 46 86 47 87 48 88 49 89 50 90 51 91 52 92 53 93 54 94 55 95 56 96 57 97 58 98 59 99 60 100 61 101 62 102 63 103 64 104 65 105 66 106 67 107 68 108 69 109 70 110 71 111 72 112 73 113 74 114 75 115 76 116 77 117 78 118 79 119 80 120 115 121 116 122 117 123 118 124 119 125 120 126 105 130 106 131 107 132 108 133 109 134 110 135 111 136 112 137 113 138 114 139 81 146 82 147 83 148 84 149 85 150 86 151 87 152 88 153 89 154 90 155 91 156 92 157 93 158 94 159 95 160 96 161 97 162 98 163 99 164 100 165 101 166 102 167 103 168 104 169 124 127 125 128 126 129 121 140 122 141 123 142 127 143 128 144 129 145 130 170 131 171 132 172 133 173 134 174 135 175 136 176 137 177 138 178 139 179 140 180 141 181 142 182 143 183 144 184 145 185 146 186 147 187 148 188 149 189 150 190 151 191 152 192 153 193 154 194 155 195 156 196 157 197 158 198 159 199 160 200 161 201 162 202 163 203 164 204 165 205 166 206 167 207 168 208 169 209 170 210 171 211 172 212 173 213 174 214 175 215 176 216 177 217 178 218 179 219 180 220 181 221 182 222 183 223 184 224 185 225 186 226 187 227 188 228 189 229 190 230 191 231 192 232 193 233 194 234 195 235 196 236 197 237 198 238 199 239 200 240 201 241 202 242 203 243 204 244 205 245 206 246 207 247 208 248 209 249 210 250 211 251 212 252 213 253 214 254 215 255 216 256 217 257 218 258 219 259 220 260 221 261 222 262 223 263 224 264 225 265 FPC 31. GCD-1 0. 0. 4.982 0.821 9.824 1.619 14.549 2.398 19.228 3.169 23.868 3.933 28.192 5.486 32.547 6.953 36.93 8.331 41.339 9.622 45.774 10.824 50.232 11.937 54.714 12.961 59.653 13.98 64.612 14.891 69.592 15.685 74.59 16.351 79.603 16.889 84.627 17.298 89.659 17.579 94.694 17.731 99.731 17.754 104.261 17.664 108.786 17.471 113.302 17.174 117.808 16.773 122.301 16.27 126.778 15.664 131.237 14.956 135.675 14.147 140.164 13.22 144.862 12.134 150.041 10.794 155.198 9.309 160.344 7.757 165.49 6.206 170.636 4.654 175.782 3.102 180.928 1.551 186.071 0. GCD-2 -0.721 1.581 4.149 2.649 8.911 3.693 13.582 4.716 18.219 5.733 22.827 6.743 27.208 8.316 31.619 9.801 36.059 11.198 40.527 12.505 45.019 13.723 49.539 14.85 54.076 15.888 59.079 16.921 64.104 17.843 69.149 18.648 74.212 19.323 79.29 19.868 84.38 20.284 89.477 20.57 94.578 20.725 99.681 20.75 104.27 20.662 108.854 20.468 113.43 20.169 117.995 19.766 122.547 19.258 127.084 18.647 131.601 17.933 136.098 17.116 140.632 16.185 145.331 15.103 150.511 13.771 155.67 12.296 160.816 10.744 165.962 9.193 171.108 7.641 176.254 6.089 181.4 4.538 186.543 2.987 GCD-3 -1.442 3.163 3.318 4.472 8. 5.76 12.618 7.03 17.212 8.294 21.786 9.552 26.223 11.146 30.691 12.65 35.189 14.065 39.714 15.389 44.264 16.622 48.839 17.764 53.438 18.815 58.506 19.861 63.595 20.796 68.705 21.611 73.834 22.295 78.977 22.848 84.133 23.27 89.296 23.561 94.463 23.719 99.631 23.747 104.28 23.659 108.923 23.464 113.558 23.164 118.183 22.758 122.794 22.246 127.389 21.63 131.966 20.91 136.521 20.086 141.1 19.149 145.8 18.072 150.981 16.747 156.141 15.283 161.287 13.731 166.433 12.18 171.579 10.628 176.725 9.076 181.871 7.525 187.014 5.974 GCD-4 161.759 16.718 166.905 15.167 172.051 13.615 177.197 12.063 182.343 10.512 187.486 8.961 GCD-5 177.348 13.02 182.608 12.189 187.864 11.359 GCD-6 113.594 24. 118.245 23.755 122.89 23.418 127.528 22.989 132.157 22.469 136.774 21.857 141.415 21.148 146.167 20.4 151.427 19.57 156.687 18.74 161.947 17.909 167.207 17.079 172.466 16.248 177.726 15.418 182.986 14.588 188.243 13.758 GCD-7 -2.163 4.744 2.488 6.291 7.092 7.822 11.655 9.339 16.205 10.852 20.745 12.361 25.239 13.975 29.764 15.499 34.319 16.932 38.901 18.273 43.51 19.522 48.142 20.678 52.8 21.742 57.932 22.802 63.086 23.748 68.26 24.581 73.451 25.3 78.656 25.905 83.874 26.395 89.101 26.77 94.334 27.031 99.574 27.176 104.291 27.208 109.007 27.147 113.721 26.992 118.432 26.744 123.136 26.403 127.833 25.969 132.521 25.442 137.197 24.823 141.882 24.107 146.634 23.36 151.894 22.529 157.154 21.699 162.414 20.869 167.674 20.038 172.934 19.208 178.194 18.377 183.453 17.547 188.71 16.717 GCD-8 -2.884 6.235 1.661 8.105 6.186 9.877 10.695 11.643 15.2 13.407 19.704 15.171 24.254 16.805 28.836 18.348 33.448 19.798 38.089 21.156 42.755 22.421 47.446 23.592 52.162 24.67 57.359 25.743 62.578 26.701 67.817 27.544 73.073 28.272 78.343 28.885 83.626 29.381 88.919 29.761 94.219 30.024 99.524 30.171 104.3 30.204 109.076 30.142 113.849 29.985 118.619 29.734 123.383 29.389 128.138 28.95 132.885 28.416 137.62 27.789 142.35 27.066 147.102 26.319 152.361 25.489 157.621 24.658 162.881 23.828 168.141 22.997 173.401 22.167 178.661 21.337 183.921 20.506 189.177 19.676 GCD-9 -3.605 7.907 0.835 9.916 5.283 11.928 9.737 13.942 14.196 15.959 18.663 17.98 23.27 19.635 27.909 21.197 32.578 22.665 37.276 24.04 42. 25.321 46.749 26.506 51.524 27.597 56.785 28.683 62.069 29.653 67.373 30.507 72.694 31.244 78.03 31.864 83.379 32.367 88.737 32.751 94.103 33.018 99.474 33.167 104.309 33.2 109.144 33.137 113.977 32.979 118.806 32.724 123.629 32.375 128.444 31.93 133.249 31.39 138.042 30.755 142.817 30.029 147.569 29.278 152.829 28.448 158.089 27.618 163.348 26.787 168.608 25.957 173.868 25.126 179.128 24.296 184.388 23.466 189.645 22.636 RAD-1 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 229.361 229.361 229.361 229.361 229.361 229.361 229.361 229.361 229.361 229.361 229.361 229.361 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 0. 0. 0. 0. 0. 0. 0. 0. RAD-2 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 232.357 232.357 232.357 232.357 232.357 232.357 232.357 232.357 232.357 232.357 232.357 232.357 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 0. 0. 0. 0. 0. 0. 0. 0. RAD-3 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 235.353 235.353 235.353 235.353 235.353 235.353 235.353 235.353 235.353 235.353 235.353 235.353 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 0. 0. 0. 0. 0. 0. 0. 0. RAD-4 0. RAD-5 0. RAD-6 235.354 235.354 235.354 235.354 235.354 235.354 235.354 235.354 235.354 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. RAD-7 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. RAD-8 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. RAD-9 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. SLABEXT 1.07 1.07 SLABT 230. SLABWEAR 25. SLP-4 1 SLP-5 1 SLP-6 1 SUP-1 1 6 13 22 32 40 SUP-2 1 6 13 22 32 40 SUP-3 1 6 13 22 32 40 SUP-4 6 SUP-5 3 SUP-6 8 16 SUP-7 1 6 13 22 32 40 SUP-8 1 6 13 22 32 40 SUP-9 1 6 13 22 32 40 WAC-1 0. WAC-2 0. WAC-3 0. WAC-4 0. WAC-5 0. WAC-6 0. WAC-7 0. WAC-8 0. WAC-9 0. WAS-1 0. WAS-2 0. WAS-3 0. WAS-4 0. WAS-5 0. WAS-6 0. WAS-7 0. WAS-8 0. WAS-9 0. WCONC 23563. WDD-1 0.95 1.02 1.08 1.14 1.18 1.23 1.27 1.3 1.33 1.36 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 WDD-2 1.04 1.11 1.19 1.26 1.34 1.41 1.49 1.56 1.64 1.71 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 WDD-3 1.04 1.11 1.19 1.26 1.34 1.41 1.49 1.56 1.64 1.71 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.8 1.82 1.84 1.86 1.89 1.92 1.95 1.99 1.14 1.19 1.25 1.3 1.36 1.43 1.5 1.6 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 WDD-4 1.25 1.36 1.47 1.58 1.69 1.8 1.18 1.29 1.4 1.51 1.62 WDD-5 1.01 1.05 1.1 1.14 1.18 1.23 1.27 1.31 1.36 1.4 1.44 WDD-6 1.14 1.18 1.21 1.25 1.29 1.33 1.38 1.42 1.47 1.52 1.6 1.71 1.86 2.03 1.3 1.48 1.65 1.83 1.62 1.62 1.62 WDD-7 1.04 1.11 1.19 1.26 1.34 1.41 1.49 1.56 1.64 1.71 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.8 1.82 1.84 1.86 1.89 1.92 1.95 1.99 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 WDD-8 1.04 1.11 1.19 1.26 1.34 1.41 1.49 1.56 1.64 1.71 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 WDD-9 0.95 1.02 1.08 1.14 1.18 1.23 1.27 1.3 1.33 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 WDF-1 0.95 1.02 1.08 1.14 1.18 1.23 1.27 1.3 1.33 1.36 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 WDF-2 1.04 1.11 1.19 1.26 1.34 1.41 1.49 1.56 1.64 1.71 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 WDF-3 1.04 1.11 1.19 1.26 1.34 1.41 1.49 1.56 1.64 1.71 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.8 1.82 1.84 1.86 1.89 1.92 1.95 1.99 1.14 1.19 1.25 1.3 1.36 1.43 1.5 1.6 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 WDF-4 1.25 1.36 1.47 1.58 1.69 1.8 1.18 1.29 1.4 1.51 1.62 WDF-5 1.01 1.05 1.1 1.14 1.18 1.23 1.27 1.31 1.36 1.4 1.44 WDF-6 1.14 1.18 1.21 1.25 1.29 1.33 1.38 1.42 1.47 1.52 1.6 1.71 1.86 2.03 1.3 1.48 1.65 1.83 1.62 1.62 1.62 WDF-7 1.04 1.11 1.19 1.26 1.34 1.41 1.49 1.56 1.64 1.71 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.8 1.82 1.84 1.86 1.89 1.92 1.95 1.99 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 WDF-8 1.04 1.11 1.19 1.26 1.34 1.41 1.49 1.56 1.64 1.71 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 WDF-9 0.95 1.02 1.08 1.14 1.18 1.23 1.27 1.3 1.33 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 WDR-1 0.95 1.02 1.08 1.14 1.18 1.23 WDR-2 1.04 1.11 1.19 1.26 1.34 1.41 WDR-3 1.04 1.11 1.19 1.26 1.34 1.41 WDR-4 1.25 1.36 WDR-5 1.01 1.05 WDR-6 1.14 1.18 1.21 WDR-7 1.04 1.11 1.19 1.26 1.34 1.41 WDR-8 1.04 1.11 1.19 1.26 1.34 1.41 WDR-9 0.95 1.02 1.08 1.14 1.18 1.23 WDS-1 0.95 1.02 1.08 1.14 1.18 1.23 1.27 1.3 1.33 1.36 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 WDS-2 1.04 1.11 1.19 1.26 1.34 1.41 1.49 1.56 1.64 1.71 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 WDS-3 1.04 1.11 1.19 1.26 1.34 1.41 1.49 1.56 1.64 1.71 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.8 1.82 1.84 1.86 1.89 1.92 1.95 1.99 1.14 1.19 1.25 1.3 1.36 1.43 1.5 1.6 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 WDS-4 1.25 1.36 1.47 1.58 1.69 1.8 1.18 1.29 1.4 1.51 1.62 WDS-5 1.01 1.05 1.1 1.14 1.18 1.23 1.27 1.31 1.36 1.4 1.44 WDS-6 1.14 1.18 1.21 1.25 1.29 1.33 1.38 1.42 1.47 1.52 1.6 1.71 1.86 2.03 1.3 1.48 1.65 1.83 1.62 1.62 1.62 WDS-7 1.04 1.11 1.19 1.26 1.34 1.41 1.49 1.56 1.64 1.71 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.8 1.82 1.84 1.86 1.89 1.92 1.95 1.99 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 WDS-8 1.04 1.11 1.19 1.26 1.34 1.41 1.49 1.56 1.64 1.71 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 1.79 WDS-9 0.95 1.02 1.08 1.14 1.18 1.23 1.27 1.3 1.33 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.39 WS-1 2.55 WS-2 2.55 WS-3 2.55 WS-4 2.55 WS-5 2.55 WS-6 2.55 WS-7 2.55 WS-8 2.55 WS-9 2.55 GO ************************************************** Case Data Girder System Case Data - HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING Geometry Radius of curvature - Girder 1 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 752.50 ft 752.50 ft 752.50 ft 752.50 ft 752.50 ft 752.50 ft 752.50 ft 752.50 ft 752.50 ft 752.50 ft 752.50 ft 752.50 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft Radius of curvature - Girder 2 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 762.33 ft 762.33 ft 762.33 ft 762.33 ft 762.33 ft 762.33 ft 762.33 ft 762.33 ft 762.33 ft 762.33 ft 762.33 ft 762.33 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft Radius of curvature - Girder 3 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft Radius of curvature - Girder 4 0.00 ft Radius of curvature - Girder 5 0.00 ft Radius of curvature - Girder 6 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft Radius of curvature - Girder 7 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft Radius of curvature - Girder 8 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft Radius of curvature - Girder 9 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft Wheel Distribution Given wheel distribution Girder 1 Shr/Mom Fatigue Defl React 0.950 0.950 0.950 0.950 1.020 1.020 1.020 1.020 1.080 1.080 1.080 1.080 1.140 1.140 1.140 1.140 1.180 1.180 1.180 1.180 1.230 1.230 1.230 1.230 1.270 1.270 1.270 1.300 1.300 1.300 1.330 1.330 1.330 1.360 1.360 1.360 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 Girder 2 Shr/Mom Fatigue Defl React 1.040 1.040 1.040 1.040 1.110 1.110 1.110 1.110 1.190 1.190 1.190 1.190 1.260 1.260 1.260 1.260 1.340 1.340 1.340 1.340 1.410 1.410 1.410 1.410 1.490 1.490 1.490 1.560 1.560 1.560 1.640 1.640 1.640 1.710 1.710 1.710 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 Girder 3 Shr/Mom Fatigue Defl React 1.040 1.040 1.040 1.040 1.110 1.110 1.110 1.110 1.190 1.190 1.190 1.190 1.260 1.260 1.260 1.260 1.340 1.340 1.340 1.340 1.410 1.410 1.410 1.410 1.490 1.490 1.490 1.560 1.560 1.560 1.640 1.640 1.640 1.710 1.710 1.710 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.800 1.800 1.800 1.820 1.820 1.820 1.840 1.840 1.840 1.860 1.860 1.860 1.890 1.890 1.890 1.920 1.920 1.920 1.950 1.950 1.950 1.990 1.990 1.990 1.140 1.140 1.140 1.190 1.190 1.190 1.250 1.250 1.250 1.300 1.300 1.300 1.360 1.360 1.360 1.430 1.430 1.430 1.500 1.500 1.500 1.600 1.600 1.600 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 Girder 4 Shr/Mom Fatigue Defl React 1.250 1.250 1.250 1.250 1.360 1.360 1.360 1.360 1.470 1.470 1.470 1.580 1.580 1.580 1.690 1.690 1.690 1.800 1.800 1.800 1.180 1.180 1.180 1.290 1.290 1.290 1.400 1.400 1.400 1.510 1.510 1.510 1.620 1.620 1.620 Girder 5 Shr/Mom Fatigue Defl React 1.010 1.010 1.010 1.010 1.050 1.050 1.050 1.050 1.100 1.100 1.100 1.140 1.140 1.140 1.180 1.180 1.180 1.230 1.230 1.230 1.270 1.270 1.270 1.310 1.310 1.310 1.360 1.360 1.360 1.400 1.400 1.400 1.440 1.440 1.440 Girder 6 Shr/Mom Fatigue Defl React 1.140 1.140 1.140 1.140 1.180 1.180 1.180 1.180 1.210 1.210 1.210 1.210 1.250 1.250 1.250 1.290 1.290 1.290 1.330 1.330 1.330 1.380 1.380 1.380 1.420 1.420 1.420 1.470 1.470 1.470 1.520 1.520 1.520 1.600 1.600 1.600 1.710 1.710 1.710 1.860 1.860 1.860 2.030 2.030 2.030 1.300 1.300 1.300 1.480 1.480 1.480 1.650 1.650 1.650 1.830 1.830 1.830 1.620 1.620 1.620 1.620 1.620 1.620 1.620 1.620 1.620 Girder 7 Shr/Mom Fatigue Defl React 1.040 1.040 1.040 1.040 1.110 1.110 1.110 1.110 1.190 1.190 1.190 1.190 1.260 1.260 1.260 1.260 1.340 1.340 1.340 1.340 1.410 1.410 1.410 1.410 1.490 1.490 1.490 1.560 1.560 1.560 1.640 1.640 1.640 1.710 1.710 1.710 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.800 1.800 1.800 1.820 1.820 1.820 1.840 1.840 1.840 1.860 1.860 1.860 1.890 1.890 1.890 1.920 1.920 1.920 1.950 1.950 1.950 1.990 1.990 1.990 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 Girder 8 Shr/Mom Fatigue Defl React 1.040 1.040 1.040 1.040 1.110 1.110 1.110 1.110 1.190 1.190 1.190 1.190 1.260 1.260 1.260 1.260 1.340 1.340 1.340 1.340 1.410 1.410 1.410 1.410 1.490 1.490 1.490 1.560 1.560 1.560 1.640 1.640 1.640 1.710 1.710 1.710 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 1.790 Girder 9 Shr/Mom Fatigue Defl React 0.950 0.950 0.950 0.950 1.020 1.020 1.020 1.020 1.080 1.080 1.080 1.080 1.140 1.140 1.140 1.140 1.180 1.180 1.180 1.180 1.230 1.230 1.230 1.230 1.270 1.270 1.270 1.300 1.300 1.300 1.330 1.330 1.330 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 1.390 Loading Superimposed dead load, k/ft Girder 1 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 Girder 2 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 Girder 3 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 Girder 4 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 Girder 5 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 Girder 6 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 Girder 7 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 Girder 8 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 Girder 9 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 HS20 Loading Influence surface values not displayed Units Input: metric Output: U.S. customary Girder Member Properties - Girder 1 Girder 1 Member Properties Used in Reanalysis Tenth Noncomp Dead Superimposed Dead Live Load Point Ix J Iy Ix J Iy Ix J Iy (in4) (in4) (in4) (in4) (in4) (in4) (in4) (in4) (in4) 0 35399 21 2364 57908 707 14831 80901 2096 39764 1 35399 21 2364 58475 730 16127 81670 2166 43653 2 35399 21 2364 59033 753 17510 82415 2235 47803 3 35399 21 2364 59565 776 18936 83115 2303 52081 4 35399 21 2364 60097 799 20474 83805 2372 56694 5 35399 21 2364 60605 821 22051 84454 2439 61427 6 35399 21 2364 61106 843 23718 85085 2505 66427 7 35399 21 2364 61599 865 25476 85698 2572 71702 8 42580 36 2909 70261 895 27874 97194 2646 77804 9 42580 36 2909 70394 901 28367 97368 2663 79284 10 42580 36 2909 70394 901 28367 97368 2663 79284 11 42580 36 2909 70394 901 28367 97368 2663 79284 12 42580 36 2909 70394 901 28367 97368 2663 79284 13 38750 28 2636 68835 901 28095 97034 2663 79012 14 38750 28 2636 68835 901 28095 97034 2663 79012 15 38750 28 2636 68835 901 28095 97034 2663 79012 16 38750 28 2636 68835 901 28095 97034 2663 79012 17 67502 141 4727 97644 953 30185 132051 2716 81102 18 94447 142 4727 133043 954 30185 177841 2716 81102 19 135480 143 4727 186267 955 30185 246395 2717 81102 20 145645 143 4727 199359 955 30186 263220 2718 81102 21 145645 143 4727 199359 955 30186 263220 2718 81102 22 156573 173 5001 214506 986 30459 285950 2748 81376 23 156573 173 5001 214506 986 30459 285950 2748 81376 24 156573 173 5001 214506 986 30459 285950 2748 81376 25 156573 173 5001 214506 986 30459 285950 2748 81376 26 156573 173 5001 214506 986 30459 285950 2748 81376 27 156573 173 5001 214506 986 30459 285950 2748 81376 28 156573 173 5001 214506 986 30459 285950 2748 81376 29 138683 117 4365 192447 945 29823 256493 2707 80740 30 138683 117 4365 192447 945 29823 256493 2707 80740 31 138683 117 4365 192447 945 29823 256493 2707 80740 32 138683 117 4365 192447 945 29823 256493 2707 80740 33 141332 164 4637 211159 1019 30096 295600 2781 81013 34 141332 164 4637 211159 1019 30096 295600 2781 81013 35 141332 164 4637 211159 1019 30096 295600 2781 81013 36 141332 164 4637 211159 1019 30096 295600 2781 81013 37 141332 164 4637 211159 1019 30096 295600 2781 81013 38 138683 117 4365 192447 945 29823 256493 2707 80740 39 138683 117 4365 192447 945 29823 256493 2707 80740 40 138683 117 4365 192447 945 29823 256493 2707 80740 41 138683 117 4365 192447 945 29823 256493 2707 80740 42 138683 117 4365 192447 945 29823 256493 2707 80740 43 141332 164 4637 211159 1019 30096 295600 2781 81013 44 141332 164 4637 211159 1019 30096 295600 2781 81013 45 141332 164 4637 211159 1019 30096 295600 2781 81013 46 141332 164 4637 211159 1019 30096 295600 2781 81013 47 141332 164 4637 211159 1019 30096 295600 2781 81013 48 141332 164 4637 211159 1019 30096 295600 2781 81013 49 141332 164 4637 211159 1019 30096 295600 2781 81013 50 141332 164 4637 211159 1019 30096 295600 2781 81013 Bracing Member Properties - Girder 1 Girder 1 Bracing Member Properties I J (in4) (in4) 1094. 0.4 824. 1.5 837. 1.5 846. 1.5 852. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2713. 1.5 2712. 1.5 2713. 1.5 2713. 1.5 2713. 1.5 2713. 1.5 2714. 1.5 2715. 1.5 2717. 1.5 2717. 1.5 2717. 1.5 2717. 1.5 2717. 1.5 2717. 1.5 1353. 0.4 Girder Member Properties - Girder 2 Girder 2 Member Properties Used in Reanalysis Tenth Noncomp Dead Superimposed Dead Live Load Point Ix J Iy Ix J Iy Ix J Iy (in4) (in4) (in4) (in4) (in4) (in4) (in4) (in4) (in4) 0 35399 21 2364 56096 635 11341 78358 1880 29297 1 35399 21 2364 57279 681 13511 80033 2019 35804 2 35399 21 2364 58415 727 15983 81589 2158 43222 3 35399 21 2364 59498 773 18750 83027 2295 51524 4 35399 21 2364 60548 818 21869 84381 2431 60880 5 35399 21 2364 61551 863 25302 85639 2565 71179 6 35399 21 2364 62209 893 27822 86446 2656 78739 7 35399 21 2364 62209 893 27822 86446 2656 78739 8 42580 36 2909 70394 901 28367 97368 2663 79284 9 42580 36 2909 70394 901 28367 97368 2663 79284 10 42580 36 2909 70394 901 28367 97368 2663 79284 11 42580 36 2909 70394 901 28367 97368 2663 79284 12 42580 36 2909 70394 901 28367 97368 2663 79284 13 38750 28 2636 68835 901 28095 97034 2663 79012 14 38750 28 2636 68835 901 28095 97034 2663 79012 15 38750 28 2636 68835 901 28095 97034 2663 79012 16 38750 28 2636 68835 901 28095 97034 2663 79012 17 67502 141 4727 97644 953 30185 132051 2716 81102 18 94487 142 4727 133095 954 30185 177908 2716 81102 19 135080 143 4727 185751 955 30185 245732 2717 81102 20 145645 143 4727 199359 955 30186 263220 2718 81102 21 145645 143 4727 199359 955 30186 263220 2718 81102 22 156573 173 5001 214506 986 30459 285950 2748 81376 23 156573 173 5001 214506 986 30459 285950 2748 81376 24 156573 173 5001 214506 986 30459 285950 2748 81376 25 156573 173 5001 214506 986 30459 285950 2748 81376 26 156573 173 5001 214506 986 30459 285950 2748 81376 27 156573 173 5001 214506 986 30459 285950 2748 81376 28 156573 173 5001 214506 986 30459 285950 2748 81376 29 138683 117 4365 192447 945 29823 256493 2707 80740 30 138683 117 4365 192447 945 29823 256493 2707 80740 31 138683 117 4365 192447 945 29823 256493 2707 80740 32 138683 117 4365 192447 945 29823 256493 2707 80740 33 141332 164 4637 211159 1019 30096 295600 2781 81013 34 141332 164 4637 211159 1019 30096 295600 2781 81013 35 141332 164 4637 211159 1019 30096 295600 2781 81013 36 141332 164 4637 211159 1019 30096 295600 2781 81013 37 141332 164 4637 211159 1019 30096 295600 2781 81013 38 138683 117 4365 192447 945 29823 256493 2707 80740 39 138683 117 4365 192447 945 29823 256493 2707 80740 40 138683 117 4365 192447 945 29823 256493 2707 80740 41 138683 117 4365 192447 945 29823 256493 2707 80740 42 138683 117 4365 192447 945 29823 256493 2707 80740 43 141332 164 4637 211159 1019 30096 295600 2781 81013 44 141332 164 4637 211159 1019 30096 295600 2781 81013 45 141332 164 4637 211159 1019 30096 295600 2781 81013 46 141332 164 4637 211159 1019 30096 295600 2781 81013 47 141332 164 4637 211159 1019 30096 295600 2781 81013 48 141332 164 4637 211159 1019 30096 295600 2781 81013 49 141332 164 4637 211159 1019 30096 295600 2781 81013 50 141332 164 4637 211159 1019 30096 295600 2781 81013 Bracing Member Properties - Girder 2 Girder 2 Bracing Member Properties I J (in4) (in4) 1094. 0.4 823. 1.5 836. 1.5 845. 1.5 852. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2713. 1.5 2713. 1.5 2713. 1.5 2713. 1.5 2714. 1.5 2715. 1.5 2717. 1.5 2717. 1.5 2717. 1.5 2717. 1.5 2717. 1.5 2717. 1.5 1353. 0.4 Girder Member Properties - Girder 3 Girder 3 Member Properties Used in Reanalysis Tenth Noncomp Dead Superimposed Dead Live Load Point Ix J Iy Ix J Iy Ix J Iy (in4) (in4) (in4) (in4) (in4) (in4) (in4) (in4) (in4) 0 35399 21 2364 56096 635 11341 78358 1880 29297 1 35399 21 2364 57270 681 13493 80020 2018 35751 2 35399 21 2364 58397 727 15942 81565 2156 43099 3 35399 21 2364 59481 772 18704 83005 2292 51385 4 35399 21 2364 60524 817 21791 84350 2428 60646 5 35399 21 2364 61527 862 25215 85610 2562 70919 6 35399 21 2364 62209 893 27822 86446 2656 78739 7 35399 21 2364 62209 893 27822 86446 2656 78739 8 111537 16789 16224 115059 901 41682 120700 2663 92599 9 111537 16789 16224 115059 901 41682 120700 2663 92599 10 111537 16789 16224 115059 901 41682 120700 2663 92599 11 111537 16789 16224 115059 901 41682 120700 2663 92599 12 111537 16789 16224 115059 901 41682 120700 2663 92599 13 38750 28 2636 68835 901 28095 97034 2663 79012 14 38750 28 2636 68835 901 28095 97034 2663 79012 15 38750 28 2636 68835 901 28095 97034 2663 79012 16 38750 28 2636 68835 901 28095 97034 2663 79012 17 67502 141 4727 97644 953 30185 132051 2716 81102 18 94540 142 4727 133165 954 30185 177998 2716 81102 19 134719 142 4727 185286 955 30185 245134 2717 81102 20 145645 143 4727 199359 955 30186 263220 2718 81102 21 145645 143 4727 199359 955 30186 263220 2718 81102 22 156573 173 5001 214506 986 30459 285950 2748 81376 23 156573 173 5001 214506 986 30459 285950 2748 81376 24 156573 173 5001 214506 986 30459 285950 2748 81376 25 156573 173 5001 214506 986 30459 285950 2748 81376 26 156573 173 5001 214506 986 30459 285950 2748 81376 27 156573 173 5001 214506 986 30459 285950 2748 81376 28 156573 173 5001 214506 986 30459 285950 2748 81376 29 138683 117 4365 192447 945 29823 256493 2707 80740 30 138683 117 4365 192447 945 29823 256493 2707 80740 31 138683 117 4365 192447 945 29823 256493 2707 80740 32 138683 117 4365 192447 945 29823 256493 2707 80740 33 141332 164 4637 198011 825 16703 273080 2199 40836 34 141332 164 4637 200069 854 18318 276758 2287 45680 35 141332 164 4637 202275 886 20227 280634 2382 51407 36 141332 164 4637 204620 920 22477 284685 2486 58155 37 141332 164 4637 207100 957 25120 288889 2596 66086 38 138683 117 4365 191355 923 27976 254734 2641 75198 39 138683 117 4365 192447 945 29823 256493 2707 80740 40 138683 117 4365 192447 945 29823 256493 2707 80740 41 138683 117 4365 192447 945 29823 256493 2707 80740 42 138683 117 4365 192447 945 29823 256493 2707 80740 43 141332 164 4637 211159 1019 30096 295600 2781 81013 44 141332 164 4637 211159 1019 30096 295600 2781 81013 45 141332 164 4637 211159 1019 30096 295600 2781 81013 46 141332 164 4637 211159 1019 30096 295600 2781 81013 47 141332 164 4637 211159 1019 30096 295600 2781 81013 48 141332 164 4637 211159 1019 30096 295600 2781 81013 49 141332 164 4637 211159 1019 30096 295600 2781 81013 50 141332 164 4637 211159 1019 30096 295600 2781 81013 Bracing Member Properties - Girder 3 Girder 3 Bracing Member Properties I J (in4) (in4) 1094. 0.4 823. 1.5 836. 1.5 845. 1.5 852. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2713. 1.5 2718. 1.5 2725. 1.5 2734. 1.5 2745. 1.5 2758. 1.5 2773. 1.5 2786. 1.5 2800. 1.5 14900. 18.3 2043. 1.5 2118. 1.5 2204. 1.5 2296. 1.5 2388. 1.5 2475. 1.5 2576. 1.5 2688. 1.5 2781. 1.5 14900. 18.3 2717. 1.5 2717. 1.5 2717. 1.5 2717. 1.5 1353. 0.4 Girder Member Properties - Girder 4 Girder 4 Member Properties Used in Reanalysis Tenth Noncomp Dead Superimposed Dead Live Load Point Ix J Iy Ix J Iy Ix J Iy (in4) (in4) (in4) (in4) (in4) (in4) (in4) (in4) (in4) 0 141332 164 4637 202913 895 20816 281744 2410 53175 1 141332 164 4637 207315 960 25363 289250 2606 66814 2 141332 164 4637 211159 1019 30096 295600 2781 81013 3 141332 164 4637 211159 1019 30096 295600 2781 81013 4 141332 164 4637 211159 1019 30096 295600 2781 81013 5 141332 164 4637 210248 1005 28904 294111 2739 77437 6 141332 164 4637 199995 853 18257 276626 2283 45496 7 141332 164 4637 204475 918 22330 284436 2479 57716 8 141332 164 4637 208835 983 27144 291783 2675 72158 9 141332 164 4637 211159 1019 30096 295600 2781 81013 10 141332 164 4637 211159 1019 30096 295600 2781 81013 Bracing Member Properties - Girder 4 Girder 4 Bracing Member Properties I J (in4) (in4) 14900. 18.3 2443. 1.5 2650. 1.5 14900. 18.3 2351. 1.5 1253. 0.4 Girder Member Properties - Girder 5 Girder 5 Member Properties Used in Reanalysis Tenth Noncomp Dead Superimposed Dead Live Load Point Ix J Iy Ix J Iy Ix J Iy (in4) (in4) (in4) (in4) (in4) (in4) (in4) (in4) (in4) 0 141332 164 4637 192361 746 13009 262666 1962 29754 1 141332 164 4637 194257 772 14136 266213 2041 33134 2 141332 164 4637 196132 798 15360 269668 2119 36806 3 141332 164 4637 197986 824 16685 273035 2198 40779 4 141332 164 4637 199820 850 18114 276315 2276 45068 5 141332 164 4637 201633 876 19652 279514 2354 49682 6 141332 164 4637 203427 903 21303 282634 2433 54635 7 141332 164 4637 205202 929 23071 285678 2511 59938 8 141332 164 4637 206957 955 24960 288648 2590 65604 9 141332 164 4637 208694 981 26973 291548 2668 71644 10 141332 164 4637 210412 1007 29115 294379 2747 78071 Bracing Member Properties - Girder 5 Girder 5 Bracing Member Properties I J (in4) (in4) 14900. 18.3 2595. 1.5 1253. 0.4 Girder Member Properties - Girder 6 Girder 6 Member Properties Used in Reanalysis Tenth Noncomp Dead Superimposed Dead Live Load Point Ix J Iy Ix J Iy Ix J Iy (in4) (in4) (in4) (in4) (in4) (in4) (in4) (in4) (in4) 0 141332 164 4637 197961 824 16666 272989 2196 40723 1 141332 164 4637 199395 844 17772 275559 2258 44040 2 141332 164 4637 200890 866 19007 278209 2322 47745 3 141332 164 4637 202447 888 20384 280934 2390 51878 4 141332 164 4637 204086 912 21943 283769 2462 56555 5 141332 164 4637 205805 938 23704 286703 2538 61837 6 141332 164 4637 207578 964 25662 289689 2618 67712 7 138683 117 4365 191103 918 27565 254325 2626 73965 8 138683 117 4365 192447 945 29823 256493 2707 80740 9 138683 117 4365 192447 945 29823 256493 2707 80740 10 138683 117 4365 192447 945 29823 256493 2707 80740 11 138683 117 4365 192447 945 29823 256493 2707 80740 12 141332 164 4637 211159 1019 30096 295600 2781 81013 13 141332 164 4637 211159 1019 30096 295600 2781 81013 14 141332 164 4637 204353 916 22209 284228 2474 57351 15 141332 164 4637 211159 1019 30096 295600 2781 81013 16 141332 164 4637 211159 1019 30096 295600 2781 81013 17 141332 164 4637 211159 1019 30096 295600 2781 81013 18 141332 164 4637 211159 1019 30096 295600 2781 81013 19 141332 164 4637 211159 1019 30096 295600 2781 81013 20 141332 164 4637 211159 1019 30096 295600 2781 81013 Bracing Member Properties - Girder 6 Girder 6 Bracing Member Properties I J (in4) (in4) 14900. 18.3 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 1349. 0.4 Girder Member Properties - Girder 7 Girder 7 Member Properties Used in Reanalysis Tenth Noncomp Dead Superimposed Dead Live Load Point Ix J Iy Ix J Iy Ix J Iy (in4) (in4) (in4) (in4) (in4) (in4) (in4) (in4) (in4) 0 35399 21 2364 55715 620 10721 77806 1836 27436 1 35399 21 2364 57063 673 13086 79732 1994 34532 2 35399 21 2364 58371 726 15881 81530 2153 42916 3 35399 21 2364 59456 771 18635 82972 2289 51177 4 35399 21 2364 60491 816 21687 84309 2424 60335 5 35399 21 2364 61504 861 25129 85580 2559 70659 6 35399 21 2364 62209 893 27822 86446 2656 78739 7 35399 21 2364 62209 893 27822 86446 2656 78739 8 42580 36 2909 70394 901 28367 97368 2663 79284 9 42580 36 2909 70394 901 28367 97368 2663 79284 10 42580 36 2909 70394 901 28367 97368 2663 79284 11 42580 36 2909 70394 901 28367 97368 2663 79284 12 42580 36 2909 70394 901 28367 97368 2663 79284 13 46023 46 3182 76798 912 28640 107549 2674 79557 14 46023 46 3182 76798 912 28640 107549 2674 79557 15 46023 46 3182 76798 912 28640 107549 2674 79557 16 46023 46 3182 76798 912 28640 107549 2674 79557 17 67502 141 4727 97644 953 30185 132051 2716 81102 18 94612 142 4727 133258 954 30185 178118 2716 81102 19 134400 142 4727 184875 955 30185 244606 2717 81102 20 145645 143 4727 199359 955 30186 263220 2718 81102 21 145645 143 4727 199359 955 30186 263220 2718 81102 22 170413 246 5546 235370 1058 31005 317589 2821 81921 23 170413 246 5546 235370 1058 31005 317589 2821 81921 24 170413 246 5546 235370 1058 31005 317589 2821 81921 25 170413 246 5546 235370 1058 31005 317589 2821 81921 26 170413 246 5546 235370 1058 31005 317589 2821 81921 27 170413 246 5546 235370 1058 31005 317589 2821 81921 28 170413 246 5546 235370 1058 31005 317589 2821 81921 29 138683 117 4365 192447 945 29823 256493 2707 80740 30 138683 117 4365 192447 945 29823 256493 2707 80740 31 138683 117 4365 192447 945 29823 256493 2707 80740 32 138683 117 4365 192447 945 29823 256493 2707 80740 33 141332 164 4637 211159 1019 30096 295600 2781 81013 34 141332 164 4637 211159 1019 30096 295600 2781 81013 35 141332 164 4637 211159 1019 30096 295600 2781 81013 36 141332 164 4637 211159 1019 30096 295600 2781 81013 37 141332 164 4637 211159 1019 30096 295600 2781 81013 38 138683 117 4365 192447 945 29823 256493 2707 80740 39 138683 117 4365 192447 945 29823 256493 2707 80740 40 138683 117 4365 192447 945 29823 256493 2707 80740 41 138683 117 4365 192447 945 29823 256493 2707 80740 42 138683 117 4365 192447 945 29823 256493 2707 80740 43 141332 164 4637 211159 1019 30096 295600 2781 81013 44 141332 164 4637 211159 1019 30096 295600 2781 81013 45 141332 164 4637 211159 1019 30096 295600 2781 81013 46 141332 164 4637 211159 1019 30096 295600 2781 81013 47 141332 164 4637 211159 1019 30096 295600 2781 81013 48 141332 164 4637 211159 1019 30096 295600 2781 81013 49 141332 164 4637 211159 1019 30096 295600 2781 81013 50 141332 164 4637 211159 1019 30096 295600 2781 81013 Bracing Member Properties - Girder 7 Girder 7 Bracing Member Properties I J (in4) (in4) 1073. 0.4 823. 1.5 836. 1.5 845. 1.5 852. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 1349. 0.4 Girder Member Properties - Girder 8 Girder 8 Member Properties Used in Reanalysis Tenth Noncomp Dead Superimposed Dead Live Load Point Ix J Iy Ix J Iy Ix J Iy (in4) (in4) (in4) (in4) (in4) (in4) (in4) (in4) (in4) 0 35399 21 2364 56105 635 11357 78371 1881 29344 1 35399 21 2364 57243 680 13439 79983 2015 35590 2 35399 21 2364 58345 725 15820 81495 2149 42733 3 35399 21 2364 59422 770 18543 82928 2285 50901 4 35399 21 2364 60459 814 21584 84267 2419 60026 5 35399 21 2364 61472 860 25014 85541 2555 70314 6 35399 21 2364 62209 893 27822 86446 2656 78739 7 35399 21 2364 62209 893 27822 86446 2656 78739 8 42580 36 2909 70394 901 28367 97368 2663 79284 9 42580 36 2909 70394 901 28367 97368 2663 79284 10 42580 36 2909 70394 901 28367 97368 2663 79284 11 42580 36 2909 70394 901 28367 97368 2663 79284 12 42580 36 2909 70394 901 28367 97368 2663 79284 13 46023 46 3182 76798 912 28640 107549 2674 79557 14 46023 46 3182 76798 912 28640 107549 2674 79557 15 46023 46 3182 76798 912 28640 107549 2674 79557 16 46023 46 3182 76798 912 28640 107549 2674 79557 17 67502 141 4727 97644 953 30185 132051 2716 81102 18 95028 142 4727 133801 954 30185 178819 2716 81102 19 134518 142 4727 185027 955 30185 244800 2717 81102 20 145645 143 4727 199359 955 30186 263220 2718 81102 21 145645 143 4727 199359 955 30186 263220 2718 81102 22 170413 246 5546 235370 1058 31005 317589 2821 81921 23 170413 246 5546 235370 1058 31005 317589 2821 81921 24 170413 246 5546 235370 1058 31005 317589 2821 81921 25 170413 246 5546 235370 1058 31005 317589 2821 81921 26 170413 246 5546 235370 1058 31005 317589 2821 81921 27 170413 246 5546 235370 1058 31005 317589 2821 81921 28 170413 246 5546 235370 1058 31005 317589 2821 81921 29 138683 117 4365 192447 945 29823 256493 2707 80740 30 138683 117 4365 192447 945 29823 256493 2707 80740 31 138683 117 4365 192447 945 29823 256493 2707 80740 32 138683 117 4365 192447 945 29823 256493 2707 80740 33 141332 164 4637 211159 1019 30096 295600 2781 81013 34 141332 164 4637 211159 1019 30096 295600 2781 81013 35 141332 164 4637 211159 1019 30096 295600 2781 81013 36 141332 164 4637 211159 1019 30096 295600 2781 81013 37 141332 164 4637 211159 1019 30096 295600 2781 81013 38 138683 117 4365 192447 945 29823 256493 2707 80740 39 138683 117 4365 192447 945 29823 256493 2707 80740 40 138683 117 4365 192447 945 29823 256493 2707 80740 41 138683 117 4365 192447 945 29823 256493 2707 80740 42 138683 117 4365 192447 945 29823 256493 2707 80740 43 141332 164 4637 211159 1019 30096 295600 2781 81013 44 141332 164 4637 211159 1019 30096 295600 2781 81013 45 141332 164 4637 211159 1019 30096 295600 2781 81013 46 141332 164 4637 211159 1019 30096 295600 2781 81013 47 141332 164 4637 211159 1019 30096 295600 2781 81013 48 141332 164 4637 211159 1019 30096 295600 2781 81013 49 141332 164 4637 211159 1019 30096 295600 2781 81013 50 141332 164 4637 211159 1019 30096 295600 2781 81013 Bracing Member Properties - Girder 8 Girder 8 Bracing Member Properties I J (in4) (in4) 1115. 0.4 823. 1.5 835. 1.5 845. 1.5 852. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 857. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2713. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 2712. 1.5 1349. 0.4 Girder Member Properties - Girder 9 Girder 9 Member Properties Used in Reanalysis Tenth Noncomp Dead Superimposed Dead Live Load Point Ix J Iy Ix J Iy Ix J Iy (in4) (in4) (in4) (in4) (in4) (in4) (in4) (in4) (in4) 0 35399 21 2364 58267 721 15638 81389 2140 42187 1 35399 21 2364 58639 737 16522 81891 2186 44839 2 35399 21 2364 59007 752 17444 82381 2232 47605 3 35399 21 2364 59532 774 18843 83071 2299 51802 4 35399 21 2364 60056 797 20350 83752 2367 56324 5 35399 21 2364 60565 819 21921 84402 2433 61036 6 35399 21 2364 61073 842 23608 85044 2501 66096 7 35399 21 2364 61575 864 25389 85668 2569 71440 8 42580 36 2909 70244 894 27813 97172 2644 77620 9 42580 36 2909 70394 901 28367 97368 2663 79284 10 42580 36 2909 70394 901 28367 97368 2663 79284 11 42580 36 2909 70394 901 28367 97368 2663 79284 12 42580 36 2909 70394 901 28367 97368 2663 79284 13 46023 46 3182 76798 912 28640 107549 2674 79557 14 46023 46 3182 76798 912 28640 107549 2674 79557 15 46023 46 3182 76798 912 28640 107549 2674 79557 16 46023 46 3182 76798 912 28640 107549 2674 79557 17 67502 141 4727 97644 953 30185 132051 2716 81102 18 94740 142 4727 133426 954 30185 178334 2716 81102 19 133800 142 4727 184102 955 30185 243611 2717 81102 20 145645 143 4727 199359 955 30186 263220 2718 81102 21 145645 143 4727 199359 955 30186 263220 2718 81102 22 170413 246 5546 235370 1058 31005 317589 2821 81921 23 170413 246 5546 235370 1058 31005 317589 2821 81921 24 170413 246 5546 235370 1058 31005 317589 2821 81921 25 170413 246 5546 235370 1058 31005 317589 2821 81921 26 170413 246 5546 235370 1058 31005 317589 2821 81921 27 170413 246 5546 235370 1058 31005 317589 2821 81921 28 170413 246 5546 235370 1058 31005 317589 2821 81921 29 138683 117 4365 192447 945 29823 256493 2707 80740 30 138683 117 4365 192447 945 29823 256493 2707 80740 31 138683 117 4365 192447 945 29823 256493 2707 80740 32 138683 117 4365 192447 945 29823 256493 2707 80740 33 141332 164 4637 211159 1019 30096 295600 2781 81013 34 141332 164 4637 211159 1019 30096 295600 2781 81013 35 141332 164 4637 211159 1019 30096 295600 2781 81013 36 141332 164 4637 211159 1019 30096 295600 2781 81013 37 141332 164 4637 211159 1019 30096 295600 2781 81013 38 138683 117 4365 192447 945 29823 256493 2707 80740 39 138683 117 4365 192447 945 29823 256493 2707 80740 40 138683 117 4365 192447 945 29823 256493 2707 80740 41 138683 117 4365 192447 945 29823 256493 2707 80740 42 125053 90 3910 184408 945 29369 253139 2707 80285 43 141332 164 4637 211159 1019 30096 295600 2781 81013 44 141332 164 4637 211159 1019 30096 295600 2781 81013 45 141332 164 4637 211159 1019 30096 295600 2781 81013 46 141332 164 4637 211159 1019 30096 295600 2781 81013 47 141332 164 4637 211159 1019 30096 295600 2781 81013 48 141332 164 4637 211159 1019 30096 295600 2781 81013 49 141332 164 4637 211159 1019 30096 295600 2781 81013 50 141332 164 4637 211159 1019 30096 295600 2781 81013 Self Weight - Girder 1 Girder 1 Noncomposite Self Weight Steel cross section, haunch, and slab 1.17 k/ft 1.19 k/ft 1.22 k/ft 1.24 k/ft 1.26 k/ft 1.29 k/ft 1.31 k/ft 1.33 k/ft 1.39 k/ft 1.41 k/ft 1.43 k/ft 1.43 k/ft 1.43 k/ft 1.42 k/ft 1.42 k/ft 1.42 k/ft 1.42 k/ft 1.54 k/ft 1.56 k/ft 1.58 k/ft 1.59 k/ft 1.59 k/ft 1.64 k/ft 1.64 k/ft 1.64 k/ft 1.64 k/ft 1.64 k/ft 1.64 k/ft 1.64 k/ft 1.60 k/ft 1.60 k/ft 1.60 k/ft 1.60 k/ft 1.63 k/ft 1.63 k/ft 1.63 k/ft 1.63 k/ft 1.63 k/ft 1.60 k/ft 1.60 k/ft 1.60 k/ft 1.60 k/ft 1.60 k/ft 1.63 k/ft 1.63 k/ft 1.63 k/ft 1.63 k/ft 1.63 k/ft 1.63 k/ft 1.63 k/ft 1.63 k/ft Total 1.17 k/ft 1.19 k/ft 1.22 k/ft 1.24 k/ft 1.26 k/ft 1.29 k/ft 1.31 k/ft 1.33 k/ft 1.39 k/ft 1.41 k/ft 1.43 k/ft 1.43 k/ft 1.43 k/ft 1.42 k/ft 1.42 k/ft 1.42 k/ft 1.42 k/ft 1.54 k/ft 1.56 k/ft 1.58 k/ft 1.59 k/ft 1.59 k/ft 1.64 k/ft 1.64 k/ft 1.64 k/ft 1.64 k/ft 1.64 k/ft 1.64 k/ft 1.64 k/ft 1.60 k/ft 1.60 k/ft 1.60 k/ft 1.60 k/ft 1.63 k/ft 1.63 k/ft 1.63 k/ft 1.63 k/ft 1.63 k/ft 1.60 k/ft 1.60 k/ft 1.60 k/ft 1.60 k/ft 1.60 k/ft 1.63 k/ft 1.63 k/ft 1.63 k/ft 1.63 k/ft 1.63 k/ft 1.63 k/ft 1.63 k/ft 1.63 k/ft Bracing off of Girder 1 0.21 K 0.43 K 0.49 K 0.55 K 0.60 K 0.66 K 0.66 K 0.66 K 0.66 K 0.66 K 0.66 K 0.66 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.68 K 0.68 K 0.68 K 0.68 K 0.68 K 0.68 K 0.68 K 0.32 K Half applied to each connected node. Self Weight - Girder 2 Girder 2 Noncomposite Self Weight Steel cross section, haunch, and slab 1.09 k/ft 1.14 k/ft 1.19 k/ft 1.24 k/ft 1.28 k/ft 1.33 k/ft 1.38 k/ft 1.42 k/ft 1.50 k/ft 1.55 k/ft 1.59 k/ft 1.59 k/ft 1.59 k/ft 1.58 k/ft 1.58 k/ft 1.58 k/ft 1.58 k/ft 1.70 k/ft 1.72 k/ft 1.74 k/ft 1.75 k/ft 1.75 k/ft 1.80 k/ft 1.80 k/ft 1.80 k/ft 1.80 k/ft 1.80 k/ft 1.80 k/ft 1.80 k/ft 1.75 k/ft 1.75 k/ft 1.76 k/ft 1.75 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.76 k/ft 1.76 k/ft 1.76 k/ft 1.76 k/ft 1.76 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft Total 1.09 k/ft 1.14 k/ft 1.19 k/ft 1.24 k/ft 1.28 k/ft 1.33 k/ft 1.38 k/ft 1.42 k/ft 1.50 k/ft 1.55 k/ft 1.59 k/ft 1.59 k/ft 1.59 k/ft 1.58 k/ft 1.58 k/ft 1.58 k/ft 1.58 k/ft 1.70 k/ft 1.72 k/ft 1.74 k/ft 1.75 k/ft 1.75 k/ft 1.80 k/ft 1.80 k/ft 1.80 k/ft 1.80 k/ft 1.80 k/ft 1.80 k/ft 1.80 k/ft 1.75 k/ft 1.75 k/ft 1.76 k/ft 1.75 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.76 k/ft 1.76 k/ft 1.76 k/ft 1.76 k/ft 1.76 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft Bracing off of Girder 2 0.21 K 0.43 K 0.49 K 0.55 K 0.60 K 0.66 K 0.66 K 0.66 K 0.66 K 0.66 K 0.66 K 0.66 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.68 K 0.68 K 0.68 K 0.68 K 0.68 K 0.68 K 0.68 K 0.32 K Half applied to each connected node. Self Weight - Girder 3 Girder 3 Noncomposite Self Weight Steel cross section, haunch, and slab 1.09 k/ft 1.14 k/ft 1.19 k/ft 1.23 k/ft 1.28 k/ft 1.33 k/ft 1.37 k/ft 1.42 k/ft 2.33 k/ft 2.37 k/ft 2.42 k/ft 2.42 k/ft 2.42 k/ft 1.58 k/ft 1.58 k/ft 1.58 k/ft 1.58 k/ft 1.70 k/ft 1.72 k/ft 1.74 k/ft 1.75 k/ft 1.75 k/ft 1.80 k/ft 1.80 k/ft 1.80 k/ft 1.81 k/ft 1.81 k/ft 1.83 k/ft 1.84 k/ft 1.82 k/ft 1.84 k/ft 1.86 k/ft 1.88 k/ft 1.38 k/ft 1.41 k/ft 1.45 k/ft 1.48 k/ft 1.52 k/ft 1.53 k/ft 1.58 k/ft 1.64 k/ft 1.71 k/ft 1.81 k/ft 1.85 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft Total 1.09 k/ft 1.14 k/ft 1.19 k/ft 1.23 k/ft 1.28 k/ft 1.33 k/ft 1.37 k/ft 1.42 k/ft 2.33 k/ft 2.37 k/ft 2.42 k/ft 2.42 k/ft 2.42 k/ft 1.58 k/ft 1.58 k/ft 1.58 k/ft 1.58 k/ft 1.70 k/ft 1.72 k/ft 1.74 k/ft 1.75 k/ft 1.75 k/ft 1.80 k/ft 1.80 k/ft 1.80 k/ft 1.81 k/ft 1.81 k/ft 1.83 k/ft 1.84 k/ft 1.82 k/ft 1.84 k/ft 1.86 k/ft 1.88 k/ft 1.38 k/ft 1.41 k/ft 1.45 k/ft 1.48 k/ft 1.52 k/ft 1.53 k/ft 1.58 k/ft 1.64 k/ft 1.71 k/ft 1.81 k/ft 1.85 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft 1.79 k/ft Bracing off of Girder 3 0.21 K 0.43 K 0.49 K 0.54 K 0.60 K 0.66 K 0.66 K 0.66 K 0.66 K 0.66 K 0.66 K 0.66 K 0.67 K 0.67 K 0.67 K 0.67 K 0.68 K 0.69 K 0.70 K 0.72 K 0.74 K 0.77 K 0.80 K 0.83 K 0.43 K 0.24 K 0.28 K 0.32 K 0.36 K 0.41 K 0.46 K 0.53 K 0.64 K 0.78 K 1.86 K 0.68 K 0.68 K 0.68 K 0.68 K 0.32 K Half applied to each connected node. Self Weight - Girder 4 Girder 4 Noncomposite Self Weight Steel cross section, haunch, and slab 1.46 k/ft 1.52 k/ft 1.59 k/ft 1.66 k/ft 1.73 k/ft 1.57 k/ft 1.41 k/ft 1.48 k/ft 1.55 k/ft 1.62 k/ft 1.68 k/ft Total 1.46 k/ft 1.52 k/ft 1.59 k/ft 1.66 k/ft 1.73 k/ft 1.57 k/ft 1.41 k/ft 1.48 k/ft 1.55 k/ft 1.62 k/ft 1.68 k/ft Bracing off of Girder 4 0.67 K 0.44 K 0.60 K 0.51 K 0.39 K 0.26 K Half applied to each connected node. Self Weight - Girder 5 Girder 5 Noncomposite Self Weight Steel cross section, haunch, and slab 1.30 k/ft 1.33 k/ft 1.36 k/ft 1.38 k/ft 1.41 k/ft 1.44 k/ft 1.46 k/ft 1.49 k/ft 1.52 k/ft 1.55 k/ft 1.57 k/ft Total 1.30 k/ft 1.33 k/ft 1.36 k/ft 1.38 k/ft 1.41 k/ft 1.44 k/ft 1.46 k/ft 1.49 k/ft 1.52 k/ft 1.55 k/ft 1.57 k/ft Bracing off of Girder 5 1.47 K 0.55 K 0.26 K Half applied to each connected node. Self Weight - Girder 6 Girder 6 Noncomposite Self Weight Steel cross section, haunch, and slab 1.38 k/ft 1.40 k/ft 1.43 k/ft 1.45 k/ft 1.47 k/ft 1.50 k/ft 1.53 k/ft 1.53 k/ft 1.56 k/ft 1.59 k/ft 1.64 k/ft 1.71 k/ft 1.83 k/ft 1.71 k/ft 1.48 k/ft 1.59 k/ft 1.70 k/ft 1.70 k/ft 1.68 k/ft 1.68 k/ft 1.68 k/ft Total 1.38 k/ft 1.40 k/ft 1.43 k/ft 1.45 k/ft 1.47 k/ft 1.50 k/ft 1.53 k/ft 1.53 k/ft 1.56 k/ft 1.59 k/ft 1.64 k/ft 1.71 k/ft 1.83 k/ft 1.71 k/ft 1.48 k/ft 1.59 k/ft 1.70 k/ft 1.70 k/ft 1.68 k/ft 1.68 k/ft 1.68 k/ft Bracing off of Girder 6 1.84 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.31 K Half applied to each connected node. Self Weight - Girder 7 Girder 7 Noncomposite Self Weight Steel cross section, haunch, and slab 1.08 k/ft 1.13 k/ft 1.19 k/ft 1.23 k/ft 1.28 k/ft 1.33 k/ft 1.37 k/ft 1.42 k/ft 1.50 k/ft 1.55 k/ft 1.59 k/ft 1.59 k/ft 1.59 k/ft 1.61 k/ft 1.61 k/ft 1.61 k/ft 1.61 k/ft 1.70 k/ft 1.72 k/ft 1.74 k/ft 1.75 k/ft 1.75 k/ft 1.83 k/ft 1.84 k/ft 1.84 k/ft 1.84 k/ft 1.85 k/ft 1.86 k/ft 1.88 k/ft 1.82 k/ft 1.83 k/ft 1.86 k/ft 1.88 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.75 k/ft 1.75 k/ft 1.75 k/ft 1.75 k/ft 1.75 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft Total 1.08 k/ft 1.13 k/ft 1.19 k/ft 1.23 k/ft 1.28 k/ft 1.33 k/ft 1.37 k/ft 1.42 k/ft 1.50 k/ft 1.55 k/ft 1.59 k/ft 1.59 k/ft 1.59 k/ft 1.61 k/ft 1.61 k/ft 1.61 k/ft 1.61 k/ft 1.70 k/ft 1.72 k/ft 1.74 k/ft 1.75 k/ft 1.75 k/ft 1.83 k/ft 1.84 k/ft 1.84 k/ft 1.84 k/ft 1.85 k/ft 1.86 k/ft 1.88 k/ft 1.82 k/ft 1.83 k/ft 1.86 k/ft 1.88 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.75 k/ft 1.75 k/ft 1.75 k/ft 1.75 k/ft 1.75 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft Bracing off of Girder 7 0.20 K 0.43 K 0.49 K 0.54 K 0.60 K 0.66 K 0.66 K 0.66 K 0.66 K 0.66 K 0.66 K 0.66 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.31 K Half applied to each connected node. Self Weight - Girder 8 Girder 8 Noncomposite Self Weight Steel cross section, haunch, and slab 1.09 k/ft 1.14 k/ft 1.19 k/ft 1.23 k/ft 1.28 k/ft 1.33 k/ft 1.37 k/ft 1.42 k/ft 1.50 k/ft 1.55 k/ft 1.59 k/ft 1.59 k/ft 1.59 k/ft 1.61 k/ft 1.61 k/ft 1.61 k/ft 1.61 k/ft 1.70 k/ft 1.72 k/ft 1.74 k/ft 1.75 k/ft 1.75 k/ft 1.83 k/ft 1.83 k/ft 1.83 k/ft 1.83 k/ft 1.83 k/ft 1.83 k/ft 1.83 k/ft 1.75 k/ft 1.75 k/ft 1.75 k/ft 1.75 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.75 k/ft 1.76 k/ft 1.75 k/ft 1.75 k/ft 1.75 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft Total 1.09 k/ft 1.14 k/ft 1.19 k/ft 1.23 k/ft 1.28 k/ft 1.33 k/ft 1.37 k/ft 1.42 k/ft 1.50 k/ft 1.55 k/ft 1.59 k/ft 1.59 k/ft 1.59 k/ft 1.61 k/ft 1.61 k/ft 1.61 k/ft 1.61 k/ft 1.70 k/ft 1.72 k/ft 1.74 k/ft 1.75 k/ft 1.75 k/ft 1.83 k/ft 1.83 k/ft 1.83 k/ft 1.83 k/ft 1.83 k/ft 1.83 k/ft 1.83 k/ft 1.75 k/ft 1.75 k/ft 1.75 k/ft 1.75 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.75 k/ft 1.76 k/ft 1.75 k/ft 1.75 k/ft 1.75 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft 1.78 k/ft Bracing off of Girder 8 0.21 K 0.43 K 0.48 K 0.54 K 0.60 K 0.66 K 0.66 K 0.66 K 0.66 K 0.66 K 0.66 K 0.66 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.67 K 0.31 K Half applied to each connected node. Self Weight - Girder 9 Girder 9 Noncomposite Self Weight Steel cross section, haunch, and slab 1.18 k/ft 1.20 k/ft 1.21 k/ft 1.24 k/ft 1.26 k/ft 1.28 k/ft 1.31 k/ft 1.33 k/ft 1.39 k/ft 1.41 k/ft 1.43 k/ft 1.43 k/ft 1.43 k/ft 1.45 k/ft 1.45 k/ft 1.45 k/ft 1.45 k/ft 1.54 k/ft 1.56 k/ft 1.58 k/ft 1.59 k/ft 1.59 k/ft 1.68 k/ft 1.68 k/ft 1.68 k/ft 1.68 k/ft 1.68 k/ft 1.68 k/ft 1.68 k/ft 1.60 k/ft 1.60 k/ft 1.60 k/ft 1.60 k/ft 1.62 k/ft 1.62 k/ft 1.62 k/ft 1.62 k/ft 1.62 k/ft 1.60 k/ft 1.60 k/ft 1.60 k/ft 1.60 k/ft 1.57 k/ft 1.62 k/ft 1.62 k/ft 1.62 k/ft 1.62 k/ft 1.62 k/ft 1.62 k/ft 1.62 k/ft 1.62 k/ft Total 1.18 k/ft 1.20 k/ft 1.21 k/ft 1.24 k/ft 1.26 k/ft 1.28 k/ft 1.31 k/ft 1.33 k/ft 1.39 k/ft 1.41 k/ft 1.43 k/ft 1.43 k/ft 1.43 k/ft 1.45 k/ft 1.45 k/ft 1.45 k/ft 1.45 k/ft 1.54 k/ft 1.56 k/ft 1.58 k/ft 1.59 k/ft 1.59 k/ft 1.68 k/ft 1.68 k/ft 1.68 k/ft 1.68 k/ft 1.68 k/ft 1.68 k/ft 1.68 k/ft 1.60 k/ft 1.60 k/ft 1.60 k/ft 1.60 k/ft 1.62 k/ft 1.62 k/ft 1.62 k/ft 1.62 k/ft 1.62 k/ft 1.60 k/ft 1.60 k/ft 1.60 k/ft 1.60 k/ft 1.57 k/ft 1.62 k/ft 1.62 k/ft 1.62 k/ft 1.62 k/ft 1.62 k/ft 1.62 k/ft 1.62 k/ft 1.62 k/ft Girder Geometry - Girder 1 Girder 1 Geometry Joint X Coord - ft Y Coord - ft 1 0.00 0.00 Support 5 16.35 2.69 15 32.23 5.31 21 47.73 7.87 27 63.08 10.40 34 78.31 12.90 Support 39 92.49 18.00 45 106.78 22.81 50 121.16 27.33 56 135.63 31.57 61 150.18 35.51 67 164.80 39.16 73 179.51 42.52 Support 79 195.71 45.87 85 211.98 48.85 91 228.32 51.46 97 244.72 53.65 103 261.16 55.41 109 277.65 56.75 115 294.16 57.67 121 310.68 58.17 127 327.20 58.25 Support 133 342.06 57.95 139 356.91 57.32 145 371.73 56.35 152 386.51 55.03 159 401.25 53.38 165 415.94 51.39 172 430.57 49.07 179 445.13 46.41 186 459.86 43.37 193 475.27 39.81 Support 200 492.26 35.41 208 509.18 30.54 215 526.06 25.45 223 542.95 20.36 231 559.83 15.27 239 576.71 10.18 248 593.60 5.09 257 610.47 0.00 Support Coordinates have been translated and rotated from those supplied for analysis accuracy. Girder Geometry - Girder 2 Girder 2 Geometry Joint X Coord - ft Y Coord - ft 2 -2.37 5.19 Support 4 13.61 8.69 12 29.24 12.12 19 44.56 15.47 25 59.77 18.81 32 74.89 22.12 Support 37 89.27 27.28 43 103.74 32.16 49 118.30 36.74 55 132.96 41.03 62 147.70 45.02 68 162.53 48.72 74 177.41 52.13 Support 80 193.83 55.52 86 210.31 58.54 92 226.87 61.18 98 243.48 63.40 104 260.14 65.18 110 276.84 66.55 116 293.56 67.49 122 310.30 68.00 128 327.04 68.08 Support 134 342.09 67.79 140 357.13 67.15 146 372.15 66.17 153 387.12 64.85 160 402.06 63.18 167 416.94 61.18 174 431.76 58.84 181 446.52 56.15 188 461.39 53.10 195 476.81 49.55 Support 202 493.80 45.18 209 510.73 40.34 216 527.61 35.25 224 544.49 30.16 232 561.38 25.07 240 578.26 19.98 249 595.14 14.89 258 612.02 9.80 Support Coordinates have been translated and rotated from those supplied for analysis accuracy. Girder Geometry - Girder 3 Girder 3 Geometry Joint X Coord - ft Y Coord - ft 3 -4.73 10.38 Support 7 10.89 14.67 13 26.25 18.90 20 41.40 23.06 26 56.47 27.21 31 71.48 31.34 Support 38 86.03 36.57 44 100.69 41.50 51 115.45 46.15 57 130.30 50.49 63 145.22 54.53 69 160.23 58.28 75 175.32 61.73 Support 81 191.95 65.16 87 208.65 68.23 93 225.41 70.90 99 242.24 73.15 105 259.11 74.96 111 276.03 76.35 117 292.97 77.30 123 309.92 77.82 129 326.87 77.91 Support 135 342.13 77.62 141 357.36 76.98 147 372.57 76.00 154 387.74 74.67 161 402.87 72.99 168 417.94 70.96 175 432.96 68.60 182 447.90 65.90 189 462.93 62.82 196 478.35 59.29 Support 203 495.34 54.94 210 512.27 50.14 217 529.16 45.05 225 546.04 39.96 233 562.92 34.87 241 579.81 29.78 250 596.69 24.69 259 613.56 19.60 Support Coordinates have been translated and rotated from those supplied for analysis accuracy. Girder Geometry - Girder 4 Girder 4 Geometry Joint X Coord - ft Y Coord - ft 218 530.71 54.85 Pseudo Support 226 547.59 49.76 234 564.47 44.67 242 581.36 39.58 251 598.24 34.49 260 615.11 29.40 Support Coordinates have been translated and rotated from those supplied for analysis accuracy. Girder Geometry - Girder 5 Girder 5 Geometry Joint X Coord - ft Y Coord - ft 243 581.85 42.72 Pseudo Support 252 599.11 39.99 261 616.35 37.27 Support Coordinates have been translated and rotated from those supplied for analysis accuracy. Girder Geometry - Girder 6 Girder 6 Geometry Joint X Coord - ft Y Coord - ft 148 372.68 78.74 Pseudo Support 155 387.94 77.94 162 403.18 76.83 169 418.40 75.42 176 433.59 73.72 183 448.73 71.71 190 463.96 69.38 197 479.55 66.93 Support 204 496.81 64.21 211 514.06 61.48 219 531.32 58.76 227 548.58 56.03 235 565.83 53.31 244 583.09 50.58 253 600.35 47.86 262 617.60 45.14 Support Coordinates have been translated and rotated from those supplied for analysis accuracy. Girder Geometry - Girder 7 Girder 7 Geometry Joint X Coord - ft Y Coord - ft 6 -7.10 15.56 Support 8 8.16 20.64 16 23.27 25.66 22 38.24 30.64 28 53.17 35.60 33 68.06 40.55 Support 40 82.81 45.85 46 97.65 50.85 52 112.60 55.55 58 127.63 59.95 64 142.75 64.05 70 157.95 67.84 76 173.23 71.33 Support 82 190.07 74.81 88 206.98 77.91 94 223.95 80.65 100 240.98 83.01 106 258.06 84.99 112 275.18 86.60 118 292.33 87.83 124 309.49 88.68 130 326.69 89.16 Support 136 342.16 89.27 142 357.63 89.06 149 373.10 88.56 156 388.56 87.74 163 403.99 86.62 170 419.40 85.20 177 434.78 83.47 184 450.12 81.44 191 465.49 79.09 198 481.08 76.64 Support 205 498.34 73.91 212 515.60 71.19 220 532.85 68.47 228 550.11 65.74 236 567.37 63.02 245 584.63 60.29 254 601.88 57.57 263 619.13 54.85 Support Coordinates have been translated and rotated from those supplied for analysis accuracy. Girder Geometry - Girder 8 Girder 8 Geometry Joint X Coord - ft Y Coord - ft 9 -9.46 20.46 Support 10 5.45 26.59 17 20.30 32.40 23 35.09 38.20 29 49.87 43.99 35 64.65 49.77 Support 41 79.57 55.13 47 94.61 60.20 53 109.74 64.95 59 124.96 69.41 65 140.27 73.56 71 155.66 77.40 77 171.14 80.94 Support 83 188.19 84.46 89 205.31 87.60 95 222.50 90.37 101 239.74 92.76 107 257.03 94.77 113 274.36 96.39 119 291.73 97.64 125 309.12 98.50 131 326.52 98.99 Support 137 342.19 99.09 143 357.86 98.89 150 373.52 98.38 157 389.17 97.55 164 404.80 96.42 171 420.40 94.98 178 435.97 93.23 185 451.51 91.17 192 467.03 88.80 199 482.62 86.35 Support 206 499.87 83.63 213 517.13 80.90 221 534.39 78.18 229 551.64 75.45 237 568.90 72.73 246 586.16 70.00 255 603.42 67.28 264 620.66 64.55 Support Coordinates have been translated and rotated from those supplied for analysis accuracy. Girder Geometry - Girder 9 Girder 9 Geometry Joint X Coord - ft Y Coord - ft 11 -11.83 25.94 Support 14 2.74 32.53 18 17.33 39.13 24 31.95 45.74 30 46.57 52.36 36 61.23 58.99 Support 42 76.35 64.42 48 91.56 69.54 54 106.88 74.36 60 122.30 78.87 66 137.80 83.07 72 153.38 86.96 78 169.04 90.54 Support 84 186.30 94.10 90 203.64 97.29 96 221.04 100.09 102 238.50 102.51 108 256.00 104.54 114 273.55 106.19 120 291.13 107.45 126 308.74 108.33 132 326.36 108.82 Support 138 342.22 108.92 144 358.08 108.72 151 373.94 108.20 158 389.78 107.36 166 405.61 106.22 173 421.40 104.76 180 437.17 102.99 187 452.89 100.90 194 468.56 98.52 201 484.15 96.06 Support 207 501.41 93.33 214 518.66 90.61 222 535.92 87.88 230 553.18 85.16 238 570.43 82.43 247 587.69 79.71 256 604.95 76.99 265 622.19 74.27 Support Coordinates have been translated and rotated from those supplied for analysis accuracy. Girder Span Lengths Span Lengths Girder 1 Span 1 79.363 Span 2 105.553 Span 3 148.845 Span 4 149.544 Span 5 140.953 Girder 2 Span 1 79.092 Span 2 106.921 Span 3 150.790 Span 4 151.247 Span 5 140.947 Girder 3 Span 1 79.038 Span 2 108.293 Span 3 152.735 Span 4 152.949 Span 5 140.937 Girder 4 Span 1 88.159 Girder 5 Span 1 34.929 Girder 6 Span 1 107.591 Span 2 139.754 Girder 7 Span 1 79.203 Span 2 109.669 Span 3 154.742 Span 4 155.137 Span 5 139.754 Girder 8 Span 1 79.698 Span 2 111.047 Span 3 156.687 Span 4 156.843 Span 5 139.751 Girder 9 Span 1 80.185 Span 2 112.430 Span 3 158.633 Span 4 158.545 Span 5 139.754 Bracing Geometry - Girder 1 Girder 1 Bracing Geometry Joint 1 (0.00,0.00) to Joint 2 (-2.37,5.19) Joint 5 (16.35,2.69) to Joint 4 (13.61,8.69) Joint 15 (32.23,5.31) to Joint 12 (29.24,12.12) Joint 21 (47.73,7.87) to Joint 19 (44.56,15.47) Joint 27 (63.08,10.40) to Joint 25 (59.77,18.81) Joint 34 (78.31,12.90) to Joint 32 (74.89,22.12) Joint 39 (92.49,18.00) to Joint 37 (89.27,27.28) Joint 45 (106.78,22.81) to Joint 43 (103.74,32.16) Joint 50 (121.16,27.33) to Joint 49 (118.30,36.74) Joint 56 (135.63,31.57) to Joint 55 (132.96,41.03) Joint 61 (150.18,35.51) to Joint 62 (147.70,45.02) Joint 67 (164.80,39.16) to Joint 68 (162.53,48.72) Joint 73 (179.51,42.52) to Joint 74 (177.41,52.13) Joint 79 (195.71,45.87) to Joint 80 (193.83,55.52) Joint 85 (211.98,48.85) to Joint 86 (210.31,58.54) Joint 91 (228.32,51.46) to Joint 92 (226.87,61.18) Joint 97 (244.72,53.65) to Joint 98 (243.48,63.40) Joint 103 (261.16,55.41) to Joint 104 (260.14,65.18) Joint 109 (277.65,56.75) to Joint 110 (276.84,66.55) Joint 115 (294.16,57.67) to Joint 116 (293.56,67.49) Joint 121 (310.68,58.17) to Joint 122 (310.30,68.00) Joint 127 (327.20,58.25) to Joint 128 (327.04,68.08) Joint 133 (342.06,57.95) to Joint 134 (342.09,67.79) Joint 139 (356.91,57.32) to Joint 140 (357.13,67.15) Joint 145 (371.73,56.35) to Joint 146 (372.15,66.17) Joint 152 (386.51,55.03) to Joint 153 (387.12,64.85) Joint 159 (401.25,53.38) to Joint 160 (402.06,63.18) Joint 165 (415.94,51.39) to Joint 167 (416.94,61.18) Joint 172 (430.57,49.07) to Joint 174 (431.76,58.84) Joint 179 (445.13,46.41) to Joint 181 (446.52,56.15) Joint 186 (459.86,43.37) to Joint 188 (461.39,53.10) Joint 193 (475.27,39.81) to Joint 195 (476.81,49.55) Joint 200 (492.26,35.41) to Joint 202 (493.80,45.18) Joint 208 (509.18,30.54) to Joint 209 (510.73,40.34) Joint 215 (526.06,25.45) to Joint 216 (527.61,35.25) Joint 223 (542.95,20.36) to Joint 224 (544.49,30.16) Joint 231 (559.83,15.27) to Joint 232 (561.38,25.07) Joint 239 (576.71,10.18) to Joint 240 (578.26,19.98) Joint 248 (593.60,5.09) to Joint 249 (595.14,14.89) Joint 257 (610.47,0.00) to Joint 258 (612.02,9.80) Bracing Geometry - Girder 2 Girder 2 Bracing Geometry Joint 2 (-2.37,5.19) to Joint 3 (-4.73,10.38) Joint 4 (13.61,8.69) to Joint 7 (10.89,14.67) Joint 12 (29.24,12.12) to Joint 13 (26.25,18.90) Joint 19 (44.56,15.47) to Joint 20 (41.40,23.06) Joint 25 (59.77,18.81) to Joint 26 (56.47,27.21) Joint 32 (74.89,22.12) to Joint 31 (71.48,31.34) Joint 37 (89.27,27.28) to Joint 38 (86.03,36.57) Joint 43 (103.74,32.16) to Joint 44 (100.69,41.50) Joint 49 (118.30,36.74) to Joint 51 (115.45,46.15) Joint 55 (132.96,41.03) to Joint 57 (130.30,50.49) Joint 62 (147.70,45.02) to Joint 63 (145.22,54.53) Joint 68 (162.53,48.72) to Joint 69 (160.23,58.28) Joint 74 (177.41,52.13) to Joint 75 (175.32,61.73) Joint 80 (193.83,55.52) to Joint 81 (191.95,65.16) Joint 86 (210.31,58.54) to Joint 87 (208.65,68.23) Joint 92 (226.87,61.18) to Joint 93 (225.41,70.90) Joint 98 (243.48,63.40) to Joint 99 (242.24,73.15) Joint 104 (260.14,65.18) to Joint 105 (259.11,74.96) Joint 110 (276.84,66.55) to Joint 111 (276.03,76.35) Joint 116 (293.56,67.49) to Joint 117 (292.97,77.30) Joint 122 (310.30,68.00) to Joint 123 (309.92,77.82) Joint 128 (327.04,68.08) to Joint 129 (326.87,77.91) Joint 134 (342.09,67.79) to Joint 135 (342.13,77.62) Joint 140 (357.13,67.15) to Joint 141 (357.36,76.98) Joint 146 (372.15,66.17) to Joint 147 (372.57,76.00) Joint 153 (387.12,64.85) to Joint 154 (387.74,74.67) Joint 160 (402.06,63.18) to Joint 161 (402.87,72.99) Joint 167 (416.94,61.18) to Joint 168 (417.94,70.96) Joint 174 (431.76,58.84) to Joint 175 (432.96,68.60) Joint 181 (446.52,56.15) to Joint 182 (447.90,65.90) Joint 188 (461.39,53.10) to Joint 189 (462.93,62.82) Joint 195 (476.81,49.55) to Joint 196 (478.35,59.29) Joint 202 (493.80,45.18) to Joint 203 (495.34,54.94) Joint 209 (510.73,40.34) to Joint 210 (512.27,50.14) Joint 216 (527.61,35.25) to Joint 217 (529.16,45.05) Joint 224 (544.49,30.16) to Joint 225 (546.04,39.96) Joint 232 (561.38,25.07) to Joint 233 (562.92,34.87) Joint 240 (578.26,19.98) to Joint 241 (579.81,29.78) Joint 249 (595.14,14.89) to Joint 250 (596.69,24.69) Joint 258 (612.02,9.80) to Joint 259 (613.56,19.60) Bracing Geometry - Girder 3 Girder 3 Bracing Geometry Joint 3 (-4.73,10.38) to Joint 6 (-7.10,15.56) Joint 7 (10.89,14.67) to Joint 8 (8.16,20.64) Joint 13 (26.25,18.90) to Joint 16 (23.27,25.66) Joint 20 (41.40,23.06) to Joint 22 (38.24,30.64) Joint 26 (56.47,27.21) to Joint 28 (53.17,35.60) Joint 31 (71.48,31.34) to Joint 33 (68.06,40.55) Joint 38 (86.03,36.57) to Joint 40 (82.81,45.85) Joint 44 (100.69,41.50) to Joint 46 (97.65,50.85) Joint 51 (115.45,46.15) to Joint 52 (112.60,55.55) Joint 57 (130.30,50.49) to Joint 58 (127.63,59.95) Joint 63 (145.22,54.53) to Joint 64 (142.75,64.05) Joint 69 (160.23,58.28) to Joint 70 (157.95,67.84) Joint 75 (175.32,61.73) to Joint 76 (173.23,71.33) Joint 81 (191.95,65.16) to Joint 82 (190.07,74.81) Joint 87 (208.65,68.23) to Joint 88 (206.98,77.91) Joint 93 (225.41,70.90) to Joint 94 (223.95,80.65) Joint 99 (242.24,73.15) to Joint 100 (240.98,83.01) Joint 105 (259.11,74.96) to Joint 106 (258.06,84.99) Joint 111 (276.03,76.35) to Joint 112 (275.18,86.60) Joint 117 (292.97,77.30) to Joint 118 (292.33,87.83) Joint 123 (309.92,77.82) to Joint 124 (309.49,88.68) Joint 129 (326.87,77.91) to Joint 130 (326.69,89.16) Joint 135 (342.13,77.62) to Joint 136 (342.16,89.27) Joint 141 (357.36,76.98) to Joint 142 (357.63,89.06) Joint 147 (372.57,76.00) to Joint 148 (372.68,78.74) Joint 154 (387.74,74.67) to Joint 155 (387.94,77.94) Joint 161 (402.87,72.99) to Joint 162 (403.18,76.83) Joint 168 (417.94,70.96) to Joint 169 (418.40,75.42) Joint 175 (432.96,68.60) to Joint 176 (433.59,73.72) Joint 182 (447.90,65.90) to Joint 183 (448.73,71.71) Joint 189 (462.93,62.82) to Joint 190 (463.96,69.38) Joint 196 (478.35,59.29) to Joint 197 (479.55,66.93) Joint 203 (495.34,54.94) to Joint 204 (496.81,64.21) Joint 210 (512.27,50.14) to Joint 211 (514.06,61.48) Joint 217 (529.16,45.05) to Joint 218 (530.71,54.85) Joint 225 (546.04,39.96) to Joint 226 (547.59,49.76) Joint 233 (562.92,34.87) to Joint 234 (564.47,44.67) Joint 241 (579.81,29.78) to Joint 242 (581.36,39.58) Joint 250 (596.69,24.69) to Joint 251 (598.24,34.49) Joint 259 (613.56,19.60) to Joint 260 (615.11,29.40) Bracing Geometry - Girder 4 Girder 4 Bracing Geometry Joint 218 (530.71,54.85) to Joint 219 (531.32,58.76) Joint 226 (547.59,49.76) to Joint 227 (548.58,56.03) Joint 234 (564.47,44.67) to Joint 235 (565.83,53.31) Joint 242 (581.36,39.58) to Joint 243 (581.85,42.72) Joint 251 (598.24,34.49) to Joint 252 (599.11,39.99) Joint 260 (615.11,29.40) to Joint 261 (616.35,37.27) Bracing Geometry - Girder 5 Girder 5 Bracing Geometry Joint 243 (581.85,42.72) to Joint 244 (583.09,50.58) Joint 252 (599.11,39.99) to Joint 253 (600.35,47.86) Joint 261 (616.35,37.27) to Joint 262 (617.60,45.14) Bracing Geometry - Girder 6 Girder 6 Bracing Geometry Joint 148 (372.68,78.74) to Joint 149 (373.10,88.56) Joint 155 (387.94,77.94) to Joint 156 (388.56,87.74) Joint 162 (403.18,76.83) to Joint 163 (403.99,86.62) Joint 169 (418.40,75.42) to Joint 170 (419.40,85.20) Joint 176 (433.59,73.72) to Joint 177 (434.78,83.47) Joint 183 (448.73,71.71) to Joint 184 (450.12,81.44) Joint 190 (463.96,69.38) to Joint 191 (465.49,79.09) Joint 197 (479.55,66.93) to Joint 198 (481.08,76.64) Joint 204 (496.81,64.21) to Joint 205 (498.34,73.91) Joint 211 (514.06,61.48) to Joint 212 (515.60,71.19) Joint 219 (531.32,58.76) to Joint 220 (532.85,68.47) Joint 227 (548.58,56.03) to Joint 228 (550.11,65.74) Joint 235 (565.83,53.31) to Joint 236 (567.37,63.02) Joint 244 (583.09,50.58) to Joint 245 (584.63,60.29) Joint 253 (600.35,47.86) to Joint 254 (601.88,57.57) Joint 262 (617.60,45.14) to Joint 263 (619.13,54.85) Bracing Geometry - Girder 7 Girder 7 Bracing Geometry Joint 6 (-7.10,15.56) to Joint 9 (-9.46,20.46) Joint 8 (8.16,20.64) to Joint 10 (5.45,26.59) Joint 16 (23.27,25.66) to Joint 17 (20.30,32.40) Joint 22 (38.24,30.64) to Joint 23 (35.09,38.20) Joint 28 (53.17,35.60) to Joint 29 (49.87,43.99) Joint 33 (68.06,40.55) to Joint 35 (64.65,49.77) Joint 40 (82.81,45.85) to Joint 41 (79.57,55.13) Joint 46 (97.65,50.85) to Joint 47 (94.61,60.20) Joint 52 (112.60,55.55) to Joint 53 (109.74,64.95) Joint 58 (127.63,59.95) to Joint 59 (124.96,69.41) Joint 64 (142.75,64.05) to Joint 65 (140.27,73.56) Joint 70 (157.95,67.84) to Joint 71 (155.66,77.40) Joint 76 (173.23,71.33) to Joint 77 (171.14,80.94) Joint 82 (190.07,74.81) to Joint 83 (188.19,84.46) Joint 88 (206.98,77.91) to Joint 89 (205.31,87.60) Joint 94 (223.95,80.65) to Joint 95 (222.50,90.37) Joint 100 (240.98,83.01) to Joint 101 (239.74,92.76) Joint 106 (258.06,84.99) to Joint 107 (257.03,94.77) Joint 112 (275.18,86.60) to Joint 113 (274.36,96.39) Joint 118 (292.33,87.83) to Joint 119 (291.73,97.64) Joint 124 (309.49,88.68) to Joint 125 (309.12,98.50) Joint 130 (326.69,89.16) to Joint 131 (326.52,98.99) Joint 136 (342.16,89.27) to Joint 137 (342.19,99.09) Joint 142 (357.63,89.06) to Joint 143 (357.86,98.89) Joint 149 (373.10,88.56) to Joint 150 (373.52,98.38) Joint 156 (388.56,87.74) to Joint 157 (389.17,97.55) Joint 163 (403.99,86.62) to Joint 164 (404.80,96.42) Joint 170 (419.40,85.20) to Joint 171 (420.40,94.98) Joint 177 (434.78,83.47) to Joint 178 (435.97,93.23) Joint 184 (450.12,81.44) to Joint 185 (451.51,91.17) Joint 191 (465.49,79.09) to Joint 192 (467.03,88.80) Joint 198 (481.08,76.64) to Joint 199 (482.62,86.35) Joint 205 (498.34,73.91) to Joint 206 (499.87,83.63) Joint 212 (515.60,71.19) to Joint 213 (517.13,80.90) Joint 220 (532.85,68.47) to Joint 221 (534.39,78.18) Joint 228 (550.11,65.74) to Joint 229 (551.64,75.45) Joint 236 (567.37,63.02) to Joint 237 (568.90,72.73) Joint 245 (584.63,60.29) to Joint 246 (586.16,70.00) Joint 254 (601.88,57.57) to Joint 255 (603.42,67.28) Joint 263 (619.13,54.85) to Joint 264 (620.66,64.55) Bracing Geometry - Girder 8 Girder 8 Bracing Geometry Joint 9 (-9.46,20.46) to Joint 11 (-11.83,25.94) Joint 10 (5.45,26.59) to Joint 14 (2.74,32.53) Joint 17 (20.30,32.40) to Joint 18 (17.33,39.13) Joint 23 (35.09,38.20) to Joint 24 (31.95,45.74) Joint 29 (49.87,43.99) to Joint 30 (46.57,52.36) Joint 35 (64.65,49.77) to Joint 36 (61.23,58.99) Joint 41 (79.57,55.13) to Joint 42 (76.35,64.42) Joint 47 (94.61,60.20) to Joint 48 (91.56,69.54) Joint 53 (109.74,64.95) to Joint 54 (106.88,74.36) Joint 59 (124.96,69.41) to Joint 60 (122.30,78.87) Joint 65 (140.27,73.56) to Joint 66 (137.80,83.07) Joint 71 (155.66,77.40) to Joint 72 (153.38,86.96) Joint 77 (171.14,80.94) to Joint 78 (169.04,90.54) Joint 83 (188.19,84.46) to Joint 84 (186.30,94.10) Joint 89 (205.31,87.60) to Joint 90 (203.64,97.29) Joint 95 (222.50,90.37) to Joint 96 (221.04,100.09) Joint 101 (239.74,92.76) to Joint 102 (238.50,102.51) Joint 107 (257.03,94.77) to Joint 108 (256.00,104.54) Joint 113 (274.36,96.39) to Joint 114 (273.55,106.19) Joint 119 (291.73,97.64) to Joint 120 (291.13,107.45) Joint 125 (309.12,98.50) to Joint 126 (308.74,108.33) Joint 131 (326.52,98.99) to Joint 132 (326.36,108.82) Joint 137 (342.19,99.09) to Joint 138 (342.22,108.92) Joint 143 (357.86,98.89) to Joint 144 (358.08,108.72) Joint 150 (373.52,98.38) to Joint 151 (373.94,108.20) Joint 157 (389.17,97.55) to Joint 158 (389.78,107.36) Joint 164 (404.80,96.42) to Joint 166 (405.61,106.22) Joint 171 (420.40,94.98) to Joint 173 (421.40,104.76) Joint 178 (435.97,93.23) to Joint 180 (437.17,102.99) Joint 185 (451.51,91.17) to Joint 187 (452.89,100.90) Joint 192 (467.03,88.80) to Joint 194 (468.56,98.52) Joint 199 (482.62,86.35) to Joint 201 (484.15,96.06) Joint 206 (499.87,83.63) to Joint 207 (501.41,93.33) Joint 213 (517.13,80.90) to Joint 214 (518.66,90.61) Joint 221 (534.39,78.18) to Joint 222 (535.92,87.88) Joint 229 (551.64,75.45) to Joint 230 (553.18,85.16) Joint 237 (568.90,72.73) to Joint 238 (570.43,82.43) Joint 246 (586.16,70.00) to Joint 247 (587.69,79.71) Joint 255 (603.42,67.28) to Joint 256 (604.95,76.99) Joint 264 (620.66,64.55) to Joint 265 (622.19,74.27) Shear - Girder 1 Girder 1 Service Shear - k Tenth Noncomp Super- Live+ Range Sidewalk Pt Dead Imposed Impact Dead Pos Neg 0 36.72 5.37 48.11 57.77 0.00 0.00 1 27.36 3.98 44.62 54.25 0.00 0.00 2 17.81 2.60 37.48 49.86 0.00 0.00 3 9.04 1.26 32.05 48.30 0.00 0.00 4 -0.89 -0.12 -25.61 50.68 0.00 0.00 5 -10.19 -1.44 -26.45 48.65 0.00 0.00 6 -20.48 -2.83 -36.62 51.91 0.00 0.00 7 -31.40 -4.17 -41.76 55.67 0.00 0.00 8 -42.30 -5.56 -51.36 60.06 0.00 0.00 9 -53.84 -6.76 -57.15 65.82 0.00 0.00 10 -65.11 -8.15 -55.35 61.41 0.00 0.00 10R 63.55 7.58 61.52 73.56 0.00 0.00 11 48.42 7.58 57.20 69.26 0.00 0.00 12 31.88 12.22 51.31 69.93 0.00 0.00 13 16.46 12.41 41.12 62.04 0.00 0.00 14 1.47 15.29 31.58 59.85 0.00 0.00 15 -12.92 -1.28 -36.66 65.20 0.00 0.00 16 -27.62 -2.99 -40.25 63.99 0.00 0.00 17 -43.44 -4.84 -49.20 65.15 0.00 0.00 18 -60.92 -6.73 -59.62 73.31 0.00 0.00 19 -81.69 -8.93 -65.43 77.73 0.00 0.00 20 -98.43 -10.78 -70.08 81.53 0.00 0.00 20R 117.00 12.22 80.92 99.18 0.00 0.00 21 93.35 9.62 71.80 92.80 0.00 0.00 22 65.46 12.22 58.35 82.61 0.00 0.00 23 40.65 12.41 48.01 77.41 0.00 0.00 24 18.67 15.29 39.72 69.79 0.00 0.00 25 -2.13 -0.22 -34.08 67.15 0.00 0.00 26 -23.17 -2.36 -41.07 70.20 0.00 0.00 27 -45.28 -4.62 -49.96 77.69 0.00 0.00 28 -70.05 -7.17 -60.14 83.73 0.00 0.00 29 -99.56 -10.25 -72.76 92.22 0.00 0.00 30 -123.30 -12.85 -83.44 100.63 0.00 0.00 30R 115.88 12.41 82.72 99.63 0.00 0.00 31 87.27 9.33 70.36 88.75 0.00 0.00 32 63.34 6.73 59.34 79.57 0.00 0.00 33 41.59 4.39 51.33 74.89 0.00 0.00 34 19.93 2.15 42.43 68.76 0.00 0.00 35 -2.77 -0.18 36.62 68.76 0.00 0.00 36 -25.72 -2.57 -40.23 73.29 0.00 0.00 37 -49.62 -5.09 -49.48 79.10 0.00 0.00 38 -76.16 -7.89 -59.56 83.22 0.00 0.00 39 -107.30 -11.20 -73.10 90.45 0.00 0.00 40 -131.18 -13.81 -84.41 99.06 0.00 0.00 40R 148.38 15.29 88.45 96.07 0.00 0.00 41 125.86 12.83 81.04 91.05 0.00 0.00 42 97.42 9.85 71.25 83.28 0.00 0.00 43 75.70 7.60 57.56 75.20 0.00 0.00 44 51.32 5.15 48.60 68.18 0.00 0.00 45 26.52 2.73 40.27 66.17 0.00 0.00 46 3.54 0.26 -34.26 65.65 0.00 0.00 47 -23.08 -2.31 -43.10 67.56 0.00 0.00 48 -48.89 -4.87 -53.92 73.02 0.00 0.00 49 -73.46 -7.38 -65.69 78.19 0.00 0.00 50 -96.44 -9.84 -75.38 84.08 0.00 0.00 Concurrent Moment 0 0.89 1 319.25 2 560.63 3 652.32 4 742.90 5 505.33 6 465.47 7 368.33 8 297.06 9 46.40 10 54.13 10R -74.76 11 186.89 12 518.67 13 725.99 14 819.93 15 771.04 16 522.56 17 429.49 18 324.55 19 178.82 20 309.54 20R 92.18 21 283.57 22 634.12 23 1001.59 24 1328.66 25 1360.06 26 635.07 27 567.54 28 430.65 29 280.04 30 290.54 30R -159.33 31 202.32 32 718.04 33 1063.31 34 1266.47 35 1009.80 36 629.73 37 570.67 38 442.04 39 227.19 40 260.83 40R -664.35 41 159.47 42 794.16 43 1249.06 44 1510.09 45 1631.40 46 1612.85 47 817.73 48 605.09 49 366.93 50 -0.24 Moment - Girder 1 Girder 1 Service Moment - k-ft Tenth Noncomp Super- Max Min Sidewalk Pt Dead Imposed Live+ Live+ Max Min Dead Impact Impact 0 -0.02 -0.04 4.29 -4.49 0.00 0.00 1 254.38 37.08 320.77 -73.30 0.00 0.00 2 433.76 63.20 564.06 -147.16 0.00 0.00 3 543.20 78.82 712.55 -207.09 0.00 0.00 4 575.66 83.34 805.51 -265.51 0.00 0.00 5 533.80 77.47 793.96 -308.47 0.00 0.00 6 412.19 60.56 742.16 -350.02 0.00 0.00 7 204.65 33.06 608.95 -379.10 0.00 0.00 8 -87.95 -5.54 429.11 -410.90 0.00 0.00 9 -472.31 -53.39 264.48 -459.24 0.00 0.00 10 -928.08 -110.75 197.45 -687.71 0.00 0.00 11 -337.12 -40.44 271.44 -361.05 0.00 0.00 12 84.33 10.79 559.04 -320.64 0.00 0.00 13 340.54 43.30 780.92 -301.92 0.00 0.00 14 435.14 57.26 887.37 -339.97 0.00 0.00 15 375.64 53.05 919.15 -403.34 0.00 0.00 16 160.94 30.21 845.02 -469.85 0.00 0.00 17 -213.43 -11.11 692.02 -535.70 0.00 0.00 18 -771.94 -72.25 504.86 -714.40 0.00 0.00 19 -1521.58 -154.62 401.78 -1083.93 0.00 0.00 20 -2472.83 -258.67 426.61 -1602.01 0.00 0.00 21 -907.37 -96.13 462.36 -819.61 0.00 0.00 22 252.72 23.08 915.34 -697.09 0.00 0.00 23 1037.06 103.76 1312.16 -662.08 0.00 0.00 24 1484.50 149.46 1542.96 -671.61 0.00 0.00 25 1610.76 162.28 1613.57 -675.85 0.00 0.00 26 1420.00 142.72 1546.30 -694.86 0.00 0.00 27 905.12 89.99 1320.96 -700.11 0.00 0.00 28 48.59 2.08 940.48 -710.20 0.00 0.00 29 -1184.46 -124.90 531.03 -1005.12 0.00 0.00 30 -2844.03 -296.94 529.06 -1825.80 0.00 0.00 31 -1291.00 -130.99 489.27 -1013.44 0.00 0.00 32 -164.27 -10.96 885.32 -733.67 0.00 0.00 33 605.67 70.23 1272.81 -745.58 0.00 0.00 34 1047.79 116.63 1510.85 -765.78 0.00 0.00 35 1166.06 129.55 1592.03 -770.20 0.00 0.00 36 944.73 107.58 1517.53 -788.71 0.00 0.00 37 379.17 49.74 1283.51 -790.37 0.00 0.00 38 -547.30 -46.08 891.12 -794.56 0.00 0.00 39 -1873.68 -184.40 419.71 -1088.73 0.00 0.00 40 -3664.28 -372.15 332.00 -1927.65 0.00 0.00 41 -1731.52 -173.92 415.92 -1069.18 0.00 0.00 42 -181.68 -16.32 921.60 -705.72 0.00 0.00 43 1039.72 106.73 1403.14 -633.94 0.00 0.00 44 1938.58 196.46 1745.42 -578.81 0.00 0.00 45 2500.26 251.74 1934.31 -511.83 0.00 0.00 46 2712.09 272.83 1952.38 -424.10 0.00 0.00 47 2561.35 258.04 1802.77 -326.71 0.00 0.00 48 2054.08 207.49 1453.35 -221.78 0.00 0.00 49 1197.11 121.34 878.38 -111.94 0.00 0.00 50 -0.03 -0.01 1.36 -1.42 0.00 0.00 Concurrent Shear 0 7.31 22.59 1 44.42 -6.87 2 37.28 -6.85 3 27.20 -4.75 4 -22.41 4.58 5 -14.35 3.64 6 30.94 4.01 7 27.83 3.21 8 37.12 4.35 9 -7.81 3.75 10 -5.63 51.61 11 53.19 -0.80 12 44.52 -0.24 13 35.72 -3.63 14 27.93 -24.16 15 26.58 30.66 16 29.87 34.03 17 30.95 41.60 18 37.43 53.65 19 -12.29 61.06 20 -11.45 69.95 21 65.92 -8.10 22 54.24 -3.28 23 43.87 -5.99 24 35.24 -25.75 25 15.13 29.81 26 18.45 37.41 27 20.38 47.30 28 24.03 59.07 29 -19.46 72.76 30 -17.19 83.44 31 68.10 -18.39 32 55.62 -20.23 33 46.81 -21.87 34 38.64 -23.99 35 32.92 -29.68 36 14.87 38.17 37 31.05 48.37 38 41.96 57.81 39 31.22 71.42 40 -14.65 84.25 41 72.17 -7.40 42 61.74 -12.02 43 53.02 -13.43 44 43.46 -14.74 45 32.98 -19.65 46 17.73 26.96 47 30.20 36.33 48 49.41 47.55 49 61.79 59.13 50 33.29 55.79 Service Max Moment Contribution by Lane 1 0 4.29 1 320.77 2 564.06 3 712.55 4 805.51 5 793.96 6 742.16 7 608.95 8 429.11 9 264.48 10 197.45 11 271.44 12 559.04 13 780.92 14 887.37 15 919.15 16 845.02 17 692.02 18 504.86 19 401.78 20 426.61 21 462.36 22 915.34 23 1312.16 24 1542.96 25 1613.57 26 1546.30 27 1320.96 28 940.48 29 531.03 30 529.06 31 489.27 32 885.32 33 1272.81 34 1510.85 35 1592.03 36 1517.53 37 1283.51 38 891.12 39 419.71 40 332.00 41 415.92 42 921.60 43 1403.14 44 1745.42 45 1934.31 46 1952.38 47 1802.77 48 1453.35 49 878.38 50 1.36 Service Min Moment Contribution by Lane 1 0 -4.49 1 -73.30 2 -147.16 3 -207.09 4 -265.51 5 -308.47 6 -350.02 7 -379.10 8 -410.90 9 -459.24 10 -687.71 11 -361.05 12 -320.64 13 -301.92 14 -339.97 15 -403.34 16 -469.85 17 -535.70 18 -714.40 19 -1083.93 20 -1602.01 21 -819.61 22 -697.09 23 -662.08 24 -671.61 25 -675.85 26 -694.86 27 -700.11 28 -710.20 29 -1005.12 30 -1825.80 31 -1013.44 32 -733.67 33 -745.58 34 -765.78 35 -770.20 36 -788.71 37 -790.37 38 -794.56 39 -1088.73 40 -1927.65 41 -1069.18 42 -705.72 43 -633.94 44 -578.81 45 -511.83 46 -424.10 47 -326.71 48 -221.78 49 -111.94 50 -1.42 (Apply multipresence factors for optimal combination.) Torque - Girder 1 Girder 1 Service Torque - k-ft Tenth Noncomp Super- Max Range Sidewalk Pt Dead Imposed Live+ Dead Impact 0 0.07 0.15 9.75 19.36 0.00 1 0.07 0.15 9.75 19.39 0.00 2 0.07 0.15 9.79 19.40 0.00 3 0.06 0.15 6.10 11.28 0.00 4 0.06 0.15 6.09 11.26 0.00 5 0.02 0.06 4.06 7.94 0.00 6 0.02 0.06 4.07 7.91 0.00 7 -0.04 -0.11 -7.76 14.30 0.00 8 -0.04 -0.11 -7.72 14.27 0.00 9 -0.55 -1.23 -15.34 23.72 0.00 10 -0.55 -1.23 -15.34 23.76 0.00 10R 0.44 1.13 0.30 0.53 0.00 11 0.44 1.13 16.72 27.98 0.00 12 -0.03 0.02 -9.23 17.67 0.00 13 0.00 -0.01 -6.23 11.83 0.00 14 0.00 -0.01 -6.23 11.83 0.00 15 0.02 0.03 4.32 8.28 0.00 16 0.11 0.07 6.96 12.09 0.00 17 0.11 0.07 6.96 12.09 0.00 18 0.18 0.08 9.49 17.20 0.00 19 -0.18 -0.09 9.82 19.57 0.00 20 -0.18 -0.09 9.82 19.57 0.00 20R -0.34 -0.15 0.30 0.45 0.00 21 -0.34 -0.15 -10.39 18.96 0.00 22 -0.47 -0.16 -9.05 15.59 0.00 23 -0.40 -0.13 -6.92 12.08 0.00 24 -0.19 -0.05 -5.05 9.35 0.00 25 0.07 0.04 3.91 7.67 0.00 26 0.30 0.11 5.13 9.34 0.00 27 0.45 0.15 6.99 12.17 0.00 28 0.45 0.14 8.91 15.31 0.00 29 0.19 0.08 9.65 17.34 0.00 30 0.19 0.08 9.65 17.34 0.00 30R -0.21 -0.18 0.18 0.23 0.00 31 -0.24 -0.18 -9.29 18.36 0.00 32 -0.20 -0.14 -5.64 10.56 0.00 33 -0.10 -0.06 -4.45 8.88 0.00 34 0.07 0.02 -3.84 7.64 0.00 35 0.25 0.12 4.21 8.32 0.00 36 0.30 0.16 4.83 9.55 0.00 37 0.26 0.15 5.62 10.78 0.00 38 0.10 0.10 6.64 12.36 0.00 39 0.00 0.06 7.84 14.63 0.00 40 0.00 0.06 7.84 14.63 0.00 40R -0.35 -0.19 0.17 0.32 0.00 41 -0.35 -0.19 -7.61 14.60 0.00 42 -0.26 -0.14 -6.30 12.58 0.00 43 -0.09 -0.03 5.49 9.93 0.00 44 0.09 0.04 4.15 7.23 0.00 45 0.22 0.08 5.04 9.55 0.00 46 0.22 0.08 3.69 7.35 0.00 47 0.33 0.12 -4.87 9.38 0.00 48 0.31 0.11 -6.24 12.26 0.00 49 0.25 0.08 -7.23 14.27 0.00 50 0.25 0.08 -7.23 14.27 0.00 Sign convention Positive torque - clockwise twist looking from left abutment toward right Torque - Fatigue Truck - Girder 1 Girder 1 Fatigue Truck Service Torque - k-ft Tenth Max Torque Range 0 5.14 6.38 1 5.14 6.38 2 5.14 6.38 3 2.89 3.83 4 2.89 3.83 5 -1.61 2.04 6 -1.62 2.06 7 -3.96 4.12 8 -3.96 4.11 9 -7.23 7.73 10 -7.23 7.73 10R 7.39 8.80 11 7.39 8.80 12 3.66 4.38 13 2.04 2.54 14 2.04 2.54 15 -1.10 1.55 16 -2.35 2.81 17 -2.35 2.81 18 -2.90 3.79 19 -2.90 4.08 20 -2.90 4.08 20R 2.03 3.74 21 2.03 3.74 22 2.11 2.76 23 1.73 2.02 24 1.25 1.52 25 -0.78 1.52 26 -1.30 1.68 27 -1.76 2.14 28 -2.04 2.53 29 -1.83 3.05 30 -1.83 3.05 30R 1.73 3.08 31 2.05 3.41 32 1.79 2.14 33 1.55 1.93 34 1.01 1.52 35 -0.92 1.49 36 -1.38 1.66 37 -1.76 2.05 38 -1.95 2.57 39 -1.80 3.34 40 -1.80 3.34 40R 2.27 3.67 41 2.27 3.67 42 2.96 3.73 43 2.88 3.14 44 2.04 2.23 45 2.04 3.08 46 -1.06 1.98 47 -2.16 2.57 48 -3.28 3.75 49 -3.83 4.30 50 -3.83 4.30 Sign convention Positive torque - clockwise twist looking from left abutment toward right Bracing Shear - Girder 1 Girder 1 Service Bracing Shear - k Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Dead Impact Impact 1 0.02 0.04 4.95 -4.70 0.00 5 -1.18 -0.05 8.41 -7.20 0.00 15 -1.05 -0.07 8.66 -8.36 0.00 21 0.17 -0.04 7.29 -7.16 0.00 27 0.25 -0.18 3.43 -5.46 0.00 34 -27.02 -2.94 5.16 -15.89 0.00 39 1.09 -0.09 3.08 -4.75 0.00 45 -0.02 -0.10 5.91 -6.41 0.00 50 -0.91 -0.17 6.69 -7.09 0.00 56 -0.62 -0.13 6.59 -6.75 0.00 61 0.96 0.05 5.30 -5.05 0.00 67 3.82 0.35 3.80 -2.48 0.00 73 8.73 0.89 5.65 -1.89 0.00 79 3.54 0.35 7.60 -6.19 0.00 85 -0.16 -0.06 9.90 -9.23 0.00 91 -2.72 -0.35 10.20 -10.48 0.00 97 -3.90 -0.49 9.81 -10.79 0.00 103 -3.66 -0.47 9.65 -10.51 0.00 109 -2.59 -0.34 9.73 -9.87 0.00 115 0.07 -0.04 8.94 -8.45 0.00 121 4.88 0.48 7.02 -5.18 0.00 127 11.87 1.20 7.03 -2.47 0.00 133 4.42 0.47 6.48 -4.93 0.00 139 -0.27 -0.01 8.46 -8.53 0.00 145 -2.47 -0.28 8.25 -9.03 0.00 152 -2.98 -0.37 8.94 -10.41 0.00 159 -1.94 -0.28 9.35 -9.99 0.00 165 -1.69 -0.22 9.13 -9.38 0.00 172 -0.74 -0.10 8.71 -8.78 0.00 179 1.93 0.19 8.10 -7.52 0.00 186 6.92 0.70 6.79 -4.70 0.00 193 15.84 1.57 8.13 -2.02 0.00 200 5.55 0.52 7.21 -5.56 0.00 208 -1.33 -0.21 9.26 -8.41 0.00 215 1.01 -0.02 10.15 -7.80 0.00 223 1.49 -0.04 10.99 -8.96 0.00 231 3.31 0.11 11.09 -7.97 0.00 239 2.50 0.10 10.34 -6.75 0.00 248 1.26 0.05 6.51 -4.77 0.00 257 -0.01 -0.01 1.92 -2.67 0.00 Sign convention Positive shear - upward on end of brace Concurrent Moment 1 -9.56 16.39 5 -4.83 6.79 15 -7.60 9.74 21 -5.65 10.49 27 -2.43 13.87 34 -26.31 56.54 39 -0.89 14.42 45 -5.57 16.37 50 -5.69 20.10 56 -8.27 19.06 61 -9.02 13.93 67 -15.20 6.53 73 -30.44 9.02 79 -8.76 9.24 85 -5.52 16.46 91 -4.99 25.58 97 -5.69 30.76 103 -5.85 30.24 109 -5.62 25.93 115 -8.92 19.92 121 -21.86 11.19 127 -38.70 10.91 133 -20.76 9.77 139 -7.45 16.78 145 -3.71 22.70 152 -4.35 25.23 159 -6.29 28.92 165 -6.43 26.59 172 -5.10 23.14 179 -8.41 16.96 186 -24.13 8.80 193 -44.39 10.01 200 -20.51 10.36 208 -4.41 9.13 215 -4.16 3.32 223 -4.18 4.05 231 -4.52 3.84 239 -2.83 4.15 248 -1.62 2.51 257 -9.86 15.34 Bracing Moment - Girder 1 Girder 1 Service Bracing Moment - k-ft Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Dead Impact Impact 1 -0.08 -0.16 16.40 -17.16 0.00 2 0.05 0.09 9.93 -9.30 0.00 5 -0.19 -0.03 9.74 -10.80 0.00 4 -7.96 -0.37 45.52 -40.05 0.00 15 -0.06 0.08 11.97 -11.50 0.00 12 -7.86 -0.46 54.25 -50.75 0.00 21 0.19 0.20 12.21 -9.55 0.00 19 1.56 -0.14 50.92 -47.84 0.00 27 0.45 1.14 14.82 -5.40 0.00 25 2.75 -0.53 28.11 -34.25 0.00 34 170.66 18.09 75.86 -26.47 0.00 32 -94.98 -10.77 17.80 -57.57 0.00 39 -2.27 0.78 18.86 -5.88 0.00 37 8.44 -0.13 27.73 -31.28 0.00 45 6.30 0.83 20.70 -10.66 0.00 43 6.07 -0.18 49.59 -47.43 0.00 50 8.42 1.09 22.04 -11.84 0.00 49 -0.57 -0.55 56.58 -53.01 0.00 56 4.81 0.75 21.70 -13.23 0.00 55 -1.29 -0.51 54.40 -50.70 0.00 61 -5.70 -0.38 16.13 -12.95 0.00 62 3.78 0.13 41.94 -39.21 0.00 67 -23.11 -2.16 8.20 -15.27 0.00 68 14.40 1.31 24.69 -19.16 0.00 73 -50.90 -5.28 10.61 -30.71 0.00 74 34.86 3.51 17.44 -6.00 0.00 79 -17.05 -1.82 12.61 -18.19 0.00 80 17.77 1.60 59.04 -50.69 0.00 85 10.33 0.98 24.98 -17.72 0.00 86 8.78 0.34 88.85 -75.00 0.00 91 31.06 3.06 36.10 -19.02 0.00 92 4.35 -0.42 98.36 -83.14 0.00 97 40.79 4.04 40.02 -19.94 0.00 98 2.46 -0.78 95.80 -85.13 0.00 103 39.06 3.87 39.35 -19.82 0.00 104 3.13 -0.72 94.98 -83.19 0.00 109 28.03 2.77 35.92 -19.88 0.00 110 2.58 -0.59 93.27 -77.65 0.00 115 6.85 0.64 27.28 -19.12 0.00 116 7.54 0.21 80.73 -67.73 0.00 121 -25.74 -2.69 14.88 -23.16 0.00 122 22.18 2.00 51.11 -41.99 0.00 127 -70.78 -7.18 13.59 -38.99 0.00 128 45.93 4.62 20.13 -7.86 0.00 133 -28.82 -2.93 11.70 -21.95 0.00 134 14.61 1.68 46.72 -41.52 0.00 139 -4.08 -0.31 21.89 -17.93 0.00 140 -6.74 -0.38 73.99 -68.93 0.00 145 13.97 1.56 31.07 -19.45 0.00 146 -10.31 -1.21 78.41 -72.20 0.00 152 23.13 2.51 34.35 -19.10 0.00 153 -6.18 -1.16 85.83 -82.89 0.00 159 26.87 2.90 36.86 -19.92 0.00 160 7.82 0.14 91.40 -80.01 0.00 165 21.71 2.43 35.95 -20.01 0.00 167 5.09 0.25 89.10 -74.89 0.00 172 9.84 1.26 32.99 -20.28 0.00 174 2.53 0.30 81.75 -69.12 0.00 179 -10.70 -0.83 24.34 -19.25 0.00 181 8.28 1.01 69.78 -59.66 0.00 186 -41.82 -4.07 12.86 -24.52 0.00 188 26.37 2.82 46.73 -37.34 0.00 193 -96.51 -9.59 12.00 -44.59 0.00 195 59.68 5.91 23.34 -6.03 0.00 200 -35.39 -3.59 14.38 -24.40 0.00 202 19.51 1.53 54.75 -45.90 0.00 208 5.66 0.50 16.34 -10.65 0.00 209 -7.53 -1.56 84.11 -71.55 0.00 215 -0.47 -0.09 6.06 -7.16 0.00 216 9.55 -0.26 92.84 -70.57 0.00 223 0.28 0.00 6.52 -7.44 0.00 224 15.06 -0.39 97.61 -79.34 0.00 231 -0.11 -0.04 6.19 -7.48 0.00 232 32.70 1.03 99.30 -72.06 0.00 239 -0.37 -0.03 5.86 -7.09 0.00 240 24.41 0.94 93.46 -61.33 0.00 248 0.54 0.08 4.26 -4.13 0.00 249 13.00 0.58 59.23 -43.60 0.00 257 0.26 0.08 15.60 -10.45 0.00 258 0.13 -0.02 6.50 -9.19 0.00 Sign convention Positive moment - upward part of brace is in compression Concurrent Shear 1 -4.69 4.94 2 -4.94 4.68 5 -4.82 7.06 4 -8.33 7.19 15 -6.29 7.88 12 -8.61 8.36 21 -6.26 6.33 19 -7.25 6.91 27 -5.05 2.82 25 -3.18 5.36 34 -14.24 5.16 32 -4.90 15.87 39 -2.80 2.10 37 -3.02 4.74 45 -4.52 4.85 43 -5.89 6.37 50 -6.18 4.99 49 -6.66 6.99 56 -5.85 4.99 55 -6.52 6.60 61 -3.80 4.53 62 -5.05 5.00 67 -2.14 3.80 68 -3.65 2.20 73 -1.66 5.65 74 -4.78 1.85 79 -2.84 3.14 80 -7.50 6.12 85 -5.62 2.33 86 -9.84 9.20 91 -4.47 9.35 92 -10.13 10.36 97 -8.04 9.26 98 -9.42 10.79 103 -7.80 9.07 104 -9.54 10.51 109 -6.64 8.87 110 -9.61 9.85 115 -5.13 8.18 116 -8.70 8.39 121 -4.44 6.33 122 -6.32 5.02 127 -2.20 7.00 128 -5.74 2.47 133 -4.00 5.97 134 -5.87 4.78 139 -5.58 7.50 140 -8.21 8.44 145 -6.44 7.21 146 -7.99 9.03 152 -6.94 8.37 153 -8.84 10.37 159 -6.87 8.74 160 -9.35 9.99 165 -4.34 8.19 167 -9.06 9.32 172 -5.27 7.73 174 -8.70 8.73 179 -3.39 7.18 181 -7.78 7.51 186 -3.75 5.92 188 -6.59 4.63 193 -1.96 8.13 195 -6.87 1.99 200 -4.67 6.90 202 -6.54 5.20 208 -4.88 8.01 209 -9.12 8.29 215 -4.42 8.24 216 -10.12 7.60 223 -6.11 10.47 224 -10.94 8.71 231 -5.13 9.71 232 -10.91 7.87 239 -4.34 8.34 240 -10.33 6.63 248 -1.35 5.29 249 -6.41 4.77 257 -2.63 1.80 258 -1.79 2.63 Max Min LL+I LL+I Mom Mom Fat Trk Fat Trk 1 0.18 -0.12 2 7.91 -7.19 5 0.54 -0.35 4 33.00 -29.99 15 0.59 -0.46 12 40.88 -39.39 21 0.39 -0.42 19 37.73 -35.36 27 0.17 -0.32 25 19.97 -25.30 34 0.26 -0.72 32 14.07 -39.75 39 0.27 -0.07 37 21.13 -23.66 45 0.62 -0.18 43 38.30 -36.52 50 0.84 -0.25 49 44.67 -41.78 56 0.87 -0.27 55 43.27 -40.02 61 0.67 -0.20 62 33.80 -30.53 67 0.26 -0.06 68 19.89 -14.27 73 0.21 -0.35 74 12.14 -4.02 79 0.97 -2.15 80 47.38 -38.33 85 1.82 -3.90 86 71.73 -58.94 91 2.58 -5.21 92 78.90 -67.10 97 3.14 -5.87 98 76.93 -67.88 103 3.38 -5.82 104 75.11 -64.75 109 3.19 -5.01 110 74.70 -61.15 115 2.61 -3.68 116 65.70 -53.20 121 1.50 -2.03 122 41.70 -31.44 127 0.16 -0.28 128 12.40 -4.49 133 1.50 -2.31 134 36.61 -31.15 139 2.87 -4.30 140 56.95 -53.62 145 2.06 -2.21 146 62.17 -55.90 152 3.54 -5.55 153 67.60 -65.65 159 3.10 -5.14 160 71.00 -60.85 165 2.21 -3.72 167 71.83 -57.96 172 1.42 -2.44 174 66.27 -54.30 179 0.86 -1.52 181 56.71 -45.61 186 0.46 -0.82 188 38.42 -27.54 193 0.25 -0.30 195 15.20 -4.51 200 0.41 -0.20 202 43.50 -35.05 208 1.11 -0.53 209 68.90 -58.10 215 0.75 -0.24 216 75.77 -58.47 223 1.26 -0.61 224 79.88 -66.80 231 0.91 -0.50 232 80.98 -59.63 239 0.58 -0.35 240 75.39 -49.04 248 0.18 -0.02 249 46.39 -33.01 257 0.12 -0.04 258 5.56 -7.58 Reactions - Girder 1 Girder 1 Service Vertical Reactions - k Supp/Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Max Min Dead Impact Impact Governing 1 1 36.84 5.41 48.36 -11.23 0.00 0.00 Steel 8.67 Concrete 28.17 Global x concurrent LL+I rot. 0.0001 -0.0001 deg Global y concurrent LL+I rot. 0.0002 -0.0002 deg 2 34 101.98 12.79 68.10 -11.69 0.00 0.00 Steel 22.07 Concrete 79.90 Global x concurrent LL+I rot. 0.0004 -0.0002 deg Global y concurrent LL+I rot. 0.0003 -0.0002 deg 3 73 224.49 23.89 131.64 -29.73 0.00 0.00 Steel 66.40 Concrete 158.09 Global x concurrent LL+I rot. 0.0000 -0.0001 deg Global y concurrent LL+I rot. 0.0004 -0.0007 deg 4 127 251.39 26.47 143.41 -34.28 0.00 0.00 Steel 81.52 Concrete 169.88 Global x concurrent LL+I rot. 0.0000 0.0000 deg Global y concurrent LL+I rot. 0.0008 -0.0007 deg 5 193 295.73 30.68 151.61 -21.34 0.00 0.00 Steel 92.28 Concrete 203.45 Global x concurrent LL+I rot. 0.0000 -0.0001 deg Global y concurrent LL+I rot. 0.0006 -0.0004 deg 6 257 96.58 9.83 75.12 -9.47 0.00 0.00 Steel 29.91 Concrete 66.67 Global x concurrent LL+I rot. 0.0001 -0.0001 deg Global y concurrent LL+I rot. 0.0002 -0.0004 deg Truck Loading 1 1 48.15 -0.23 2 34 61.21 -0.18 3 73 87.95 -2.14 4 127 84.71 -1.07 5 193 91.38 -1.24 6 257 73.34 -0.19 Lane Loading 1 1 39.76 -10.85 2 34 68.10 -11.69 3 73 131.56 -29.73 4 127 143.41 -34.28 5 193 151.60 -21.34 6 257 68.77 -9.47 Fatigue Truck 1 1 34.17 -7.15 2 34 45.39 -6.93 3 73 66.89 -15.57 4 127 65.32 -14.59 5 193 69.58 -11.88 6 257 52.22 -5.88 Support Rotations - Degrees About global axes used in Girder Geometry table Supp/Node Noncomp Dead Superimp Dead LL+I+SDWK Range x-axis y-axis x-axis y-axis x-axis y-axis 1 1 -0.05 0.10 0.00 0.01 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -0.13 0.15 -0.13 0.16 2 34 -0.13 -0.04 -0.01 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -0.10 0.28 0.06 0.26 3 73 0.00 0.04 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -1.20 1.38 -1.20 1.40 4 127 0.02 -0.02 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction 0.75 -0.56 -0.55 -0.58 5 193 0.03 0.05 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -0.68 1.05 1.14 -0.68 6 257 -0.04 -0.24 0.00 -0.02 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -0.09 0.41 0.42 -0.11 Noncomp dead end reactions do not include weight of girder extensions. Torsional and flexural rotations - member local axes Supp/Node Noncomp Dead Superimp Dead LL+I+SDWK Range tors flex tors flex tors flex 1 1 -0.06 0.10 0.00 0.01 ( 0.00 to 0.00) ( 0.00 to 0.00) 2 34 -0.10 -0.09 -0.01 -0.01 ( 0.00 to 0.00) ( 0.00 to 0.00) 3 73 -0.01 0.04 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) 4 127 0.02 -0.02 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) 5 193 0.04 0.04 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) 6 257 -0.10 -0.22 -0.01 -0.01 ( 0.00 to 0.00) ( 0.00 to 0.00) Noncomp dead end reactions do not include weight of girder extensions. Deflections - Girder 1 Girder 1 Deflections - in Tenth Total Steel Wet Super- Max Max Sidewalk Pt Noncomp Con- imposed LL+I LL+I Down Up Dead crete Dead Down Up 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 0.190 0.046 0.144 0.015 0.105 0.026 0.000 0.000 2 0.335 0.081 0.254 0.026 0.190 0.049 0.000 0.000 3 0.436 0.106 0.331 0.034 0.254 0.067 0.000 0.000 4 0.493 0.120 0.373 0.039 0.296 0.082 0.000 0.000 5 0.487 0.120 0.368 0.038 0.304 0.089 0.000 0.000 6 0.422 0.105 0.317 0.033 0.283 0.089 0.000 0.000 7 0.325 0.083 0.242 0.026 0.237 0.080 0.000 0.000 8 0.192 0.051 0.141 0.016 0.162 0.063 0.000 0.000 9 0.089 0.025 0.064 0.007 0.085 0.036 0.000 0.000 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 0.042 0.000 0.043 0.003 0.117 0.042 0.000 0.000 12 0.158 0.014 0.144 0.012 0.245 0.069 0.000 0.000 13 0.267 0.028 0.240 0.020 0.353 0.089 0.000 0.000 14 0.311 0.029 0.282 0.024 0.418 0.104 0.000 0.000 15 0.289 0.019 0.270 0.023 0.432 0.118 0.000 0.000 16 0.203 -0.001 0.203 0.018 0.395 0.120 0.000 0.000 17 0.091 -0.021 0.112 0.009 0.313 0.109 0.000 0.000 18 0.003 -0.031 0.035 0.002 0.211 0.084 0.000 0.000 19 -0.037 -0.027 -0.011 -0.002 0.102 0.047 0.000 0.000 20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21 0.212 0.082 0.130 0.015 0.166 0.060 0.000 0.000 22 0.508 0.185 0.323 0.036 0.335 0.101 0.000 0.000 23 0.787 0.278 0.509 0.056 0.477 0.124 0.000 0.000 24 0.977 0.338 0.639 0.070 0.571 0.132 0.000 0.000 25 1.037 0.355 0.682 0.074 0.607 0.126 0.000 0.000 26 0.956 0.324 0.632 0.068 0.576 0.122 0.000 0.000 27 0.751 0.254 0.498 0.053 0.485 0.115 0.000 0.000 28 0.467 0.157 0.310 0.033 0.344 0.094 0.000 0.000 29 0.178 0.060 0.118 0.012 0.173 0.056 0.000 0.000 30 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 31 0.044 0.013 0.031 0.005 0.159 0.061 0.000 0.000 32 0.215 0.068 0.147 0.019 0.317 0.100 0.000 0.000 33 0.404 0.130 0.274 0.033 0.446 0.122 0.000 0.000 34 0.534 0.174 0.360 0.043 0.527 0.128 0.000 0.000 35 0.564 0.185 0.379 0.046 0.555 0.134 0.000 0.000 36 0.483 0.161 0.322 0.040 0.521 0.141 0.000 0.000 37 0.313 0.107 0.206 0.027 0.434 0.134 0.000 0.000 38 0.110 0.041 0.068 0.012 0.304 0.111 0.000 0.000 39 -0.037 -0.008 -0.029 -0.001 0.150 0.068 0.000 0.000 40 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 41 0.298 0.089 0.209 0.020 0.175 0.055 0.000 0.000 42 0.747 0.226 0.521 0.050 0.354 0.094 0.000 0.000 43 1.229 0.373 0.856 0.083 0.510 0.117 0.000 0.000 44 1.625 0.495 1.130 0.110 0.621 0.127 0.000 0.000 45 1.859 0.567 1.292 0.125 0.672 0.125 0.000 0.000 46 1.879 0.574 1.305 0.127 0.651 0.113 0.000 0.000 47 1.681 0.514 1.167 0.113 0.566 0.093 0.000 0.000 48 1.271 0.389 0.882 0.086 0.418 0.066 0.000 0.000 49 0.687 0.210 0.476 0.046 0.222 0.034 0.000 0.000 50 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Influence surfaces for deflection using AASHTO 10.6.4. Impact Factors - Girder 1 Girder 1 Impact Factors Shear Moment,Torsion Reactions Deflections Tenth Truck Lane Truck Lane Truck Lane Pt 0 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 1 1.3000 1.2500 1.2500 1.2000 2 1.3000 1.2500 1.2500 1.2000 3 1.3000 1.2500 1.2500 1.2000 4 1.3000 1.2500 1.2500 1.2000 5 1.3000 1.2500 1.2500 1.2000 6 1.3000 1.2500 1.2500 1.2000 7 1.3000 1.2500 1.2500 1.2000 8 1.3000 1.2500 1.2500 1.2000 9 1.3000 1.2500 1.2500 1.2000 10 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 11 1.3000 1.2500 1.2500 1.2000 12 1.3000 1.2500 1.2500 1.2000 13 1.3000 1.2500 1.2500 1.2000 14 1.3000 1.2500 1.2500 1.2000 15 1.3000 1.2500 1.2500 1.2000 16 1.3000 1.2500 1.2500 1.2000 17 1.3000 1.2500 1.2500 1.2000 18 1.3000 1.2500 1.2500 1.2000 19 1.3000 1.2500 1.2500 1.2000 20 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 21 1.3000 1.2500 1.2500 1.2000 22 1.3000 1.2500 1.2500 1.2000 23 1.3000 1.2500 1.2500 1.2000 24 1.3000 1.2500 1.2500 1.2000 25 1.3000 1.2500 1.2500 1.2000 26 1.3000 1.2500 1.2500 1.2000 27 1.3000 1.2500 1.2500 1.2000 28 1.3000 1.2500 1.2500 1.2000 29 1.3000 1.2500 1.2500 1.2000 30 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 31 1.3000 1.2500 1.2500 1.2000 32 1.3000 1.2500 1.2500 1.2000 33 1.3000 1.2500 1.2500 1.2000 34 1.3000 1.2500 1.2500 1.2000 35 1.3000 1.2500 1.2500 1.2000 36 1.3000 1.2500 1.2500 1.2000 37 1.3000 1.2500 1.2500 1.2000 38 1.3000 1.2500 1.2500 1.2000 39 1.3000 1.2500 1.2500 1.2000 40 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 41 1.3000 1.2500 1.2500 1.2000 42 1.3000 1.2500 1.2500 1.2000 43 1.3000 1.2500 1.2500 1.2000 44 1.3000 1.2500 1.2500 1.2000 45 1.3000 1.2500 1.2500 1.2000 46 1.3000 1.2500 1.2500 1.2000 47 1.3000 1.2500 1.2500 1.2000 48 1.3000 1.2500 1.2500 1.2000 49 1.3000 1.2500 1.2500 1.2000 50 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 Shear - Girder 2 Girder 2 Service Shear - k Tenth Noncomp Super- Live+ Range Sidewalk Pt Dead Imposed Impact Dead Pos Neg 0 35.81 5.29 54.91 63.70 0.00 0.00 1 26.98 3.91 48.38 57.14 0.00 0.00 2 17.77 2.52 38.32 52.85 0.00 0.00 3 6.74 1.11 35.52 55.17 0.00 0.00 4 -3.22 -0.28 -31.82 58.26 0.00 0.00 5 -13.29 -1.63 -29.32 56.98 0.00 0.00 6 -23.99 -3.01 -42.31 60.56 0.00 0.00 7 -30.82 -4.25 -46.36 67.87 0.00 0.00 8 -42.49 -5.63 -60.58 72.35 0.00 0.00 9 -51.06 -7.12 -71.10 81.80 0.00 0.00 10 -63.46 -8.50 -68.33 75.01 0.00 0.00 10R 65.02 8.01 95.09 108.18 0.00 0.00 11 48.00 8.01 85.55 102.36 0.00 0.00 12 33.79 12.21 73.63 97.10 0.00 0.00 13 19.72 13.38 58.97 87.49 0.00 0.00 14 2.83 15.55 42.94 80.84 0.00 0.00 15 -13.60 -1.29 -48.29 92.26 0.00 0.00 16 -30.94 -3.20 -48.41 86.86 0.00 0.00 17 -48.66 -5.06 -63.14 89.36 0.00 0.00 18 -67.01 -6.92 -76.19 99.32 0.00 0.00 19 -84.77 -8.65 -84.77 99.56 0.00 0.00 20 -103.43 -10.52 -87.90 96.43 0.00 0.00 20R 125.15 12.21 108.94 123.86 0.00 0.00 21 98.79 9.58 94.21 115.78 0.00 0.00 22 73.76 12.21 75.81 105.16 0.00 0.00 23 47.70 13.38 58.07 96.26 0.00 0.00 24 22.02 15.55 50.37 88.55 0.00 0.00 25 -3.32 -0.39 -44.04 87.20 0.00 0.00 26 -28.93 -2.93 -51.62 89.55 0.00 0.00 27 -54.88 -5.48 -61.13 97.23 0.00 0.00 28 -81.00 -8.02 -71.76 102.40 0.00 0.00 29 -106.24 -10.42 -86.51 105.36 0.00 0.00 30 -132.70 -13.06 -98.59 111.37 0.00 0.00 30R 131.89 13.38 96.22 109.66 0.00 0.00 31 103.93 10.71 87.08 103.41 0.00 0.00 32 72.81 7.71 72.36 95.50 0.00 0.00 33 43.76 4.67 63.13 90.74 0.00 0.00 34 14.03 1.53 54.12 88.61 0.00 0.00 35 -7.94 -0.92 47.95 87.34 0.00 0.00 36 -29.82 -3.26 -44.90 88.17 0.00 0.00 37 -53.82 -5.70 -52.43 92.06 0.00 0.00 38 -78.91 -8.17 -61.91 95.01 0.00 0.00 39 -103.00 -10.52 -75.41 93.93 0.00 0.00 40 -129.57 -13.16 -88.84 100.54 0.00 0.00 40R 157.14 15.55 94.75 100.88 0.00 0.00 41 132.34 13.09 94.00 105.57 0.00 0.00 42 107.03 10.64 81.97 99.78 0.00 0.00 43 78.52 7.84 61.83 91.49 0.00 0.00 44 53.27 5.43 58.54 85.59 0.00 0.00 45 21.88 2.28 51.97 82.40 0.00 0.00 46 -3.41 -0.18 -47.31 84.09 0.00 0.00 47 -26.01 -2.67 -50.42 81.31 0.00 0.00 48 -49.24 -5.02 -55.83 83.67 0.00 0.00 49 -72.69 -7.29 -67.16 82.89 0.00 0.00 50 -97.97 -9.75 -86.90 92.97 0.00 0.00 Concurrent Moment 0 0.53 1 341.10 2 575.00 3 657.01 4 756.19 5 426.26 6 425.12 7 350.83 8 217.57 9 36.40 10 95.12 10R -32.11 11 132.32 12 567.75 13 805.73 14 963.48 15 910.12 16 500.65 17 493.54 18 381.77 19 203.93 20 172.54 20R 64.34 21 325.33 22 973.76 23 1280.11 24 1474.53 25 1373.28 26 830.38 27 549.37 28 496.46 29 234.55 30 60.69 30R -242.15 31 293.61 32 744.44 33 976.20 34 1028.58 35 1047.04 36 666.33 37 520.29 38 435.63 39 260.28 40 49.28 40R -756.87 41 200.10 42 813.97 43 1229.33 44 1410.15 45 1496.18 46 1468.29 47 1026.08 48 549.94 49 377.36 50 -0.08 Moment - Girder 2 Girder 2 Service Moment - k-ft Tenth Noncomp Super- Max Min Sidewalk Pt Dead Imposed Live+ Live+ Max Min Dead Impact Impact 0 -0.01 -0.02 2.61 -2.85 0.00 0.00 1 248.52 36.33 344.70 -67.36 0.00 0.00 2 425.72 61.75 581.64 -134.39 0.00 0.00 3 517.52 76.06 726.61 -195.99 0.00 0.00 4 531.66 79.35 814.09 -257.73 0.00 0.00 5 467.12 72.03 809.26 -313.69 0.00 0.00 6 319.95 53.70 762.98 -371.31 0.00 0.00 7 117.28 25.64 623.94 -431.70 0.00 0.00 8 -172.68 -13.41 459.73 -496.82 0.00 0.00 9 -531.66 -64.04 297.25 -613.32 0.00 0.00 10 -976.59 -124.67 245.04 -933.16 0.00 0.00 11 -372.41 -49.00 304.69 -459.62 0.00 0.00 12 66.74 6.11 651.44 -339.64 0.00 0.00 13 341.58 41.03 906.17 -289.38 0.00 0.00 14 462.11 56.96 1033.42 -332.84 0.00 0.00 15 405.07 53.09 1068.67 -415.77 0.00 0.00 16 168.02 29.18 990.69 -501.40 0.00 0.00 17 -256.88 -14.97 802.16 -602.55 0.00 0.00 18 -879.82 -78.87 587.34 -830.83 0.00 0.00 19 -1692.49 -162.22 397.58 -1222.02 0.00 0.00 20 -2698.47 -264.67 354.61 -1808.98 0.00 0.00 21 -1010.01 -100.37 536.22 -975.77 0.00 0.00 22 302.38 27.34 1049.45 -737.91 0.00 0.00 23 1218.28 117.10 1448.43 -617.50 0.00 0.00 24 1747.92 168.65 1688.21 -572.75 0.00 0.00 25 1890.63 181.90 1771.37 -558.41 0.00 0.00 26 1646.68 156.82 1689.13 -594.82 0.00 0.00 27 1012.32 93.20 1439.17 -636.75 0.00 0.00 28 -15.90 -8.99 1030.34 -735.47 0.00 0.00 29 -1439.47 -149.47 573.91 -1116.14 0.00 0.00 30 -3242.51 -326.64 446.02 -1977.70 0.00 0.00 31 -1450.20 -144.41 528.06 -1127.82 0.00 0.00 32 -79.65 -2.45 993.11 -795.69 0.00 0.00 33 821.27 94.17 1359.00 -758.06 0.00 0.00 34 1279.01 144.74 1525.13 -675.95 0.00 0.00 35 1290.31 148.11 1522.20 -603.22 0.00 0.00 36 969.86 114.48 1427.50 -611.13 0.00 0.00 37 317.01 45.41 1240.78 -644.40 0.00 0.00 38 -700.85 -60.74 923.88 -752.74 0.00 0.00 39 -2095.68 -204.37 473.24 -1082.08 0.00 0.00 40 -3862.90 -384.32 286.06 -1835.28 0.00 0.00 41 -1822.75 -182.52 467.15 -1046.81 0.00 0.00 42 -142.38 -15.73 964.15 -681.73 0.00 0.00 43 1166.88 114.62 1373.29 -575.79 0.00 0.00 44 2094.37 207.95 1637.25 -502.49 0.00 0.00 45 2666.50 267.12 1788.82 -415.22 0.00 0.00 46 2796.67 281.93 1804.70 -325.39 0.00 0.00 47 2599.03 261.81 1691.50 -238.04 0.00 0.00 48 2068.84 207.63 1413.49 -155.66 0.00 0.00 49 1203.24 120.16 912.31 -78.15 0.00 0.00 50 -0.02 -0.01 1.27 -1.02 0.00 0.00 Concurrent Shear 0 8.76 33.02 1 45.02 -5.93 2 37.53 -5.89 3 29.10 -5.84 4 -23.00 5.85 5 -16.95 6.18 6 -9.89 4.81 7 39.43 5.95 8 38.78 6.33 9 -10.59 15.49 10 -6.59 67.12 11 73.12 2.86 12 57.50 2.88 13 45.80 -6.28 14 -14.39 -30.85 15 -23.78 40.52 16 -14.65 42.76 17 -4.91 53.97 18 -14.06 66.55 19 -12.31 74.10 20 -8.53 83.69 21 81.43 -18.47 22 61.17 8.04 23 51.76 3.35 24 46.39 -31.55 25 14.24 37.63 26 18.30 45.87 27 30.83 56.42 28 37.51 67.55 29 34.70 81.78 30 -11.50 93.49 31 80.79 -15.18 32 57.68 -23.13 33 49.63 -23.77 34 50.27 -30.59 35 -9.41 -35.33 36 27.74 41.28 37 37.53 49.26 38 45.22 59.12 39 46.41 71.84 40 -10.81 85.72 41 81.26 -9.69 42 62.89 -17.82 43 55.97 -22.16 44 50.65 -20.09 45 36.94 -22.46 46 29.86 35.97 47 37.39 40.57 48 46.85 47.86 49 64.27 57.42 50 8.59 71.19 Service Max Moment Contribution by Lane 1 0 2.61 1 344.70 2 581.64 3 726.61 4 814.09 5 809.26 6 762.98 7 623.94 8 459.73 9 297.25 10 245.04 11 304.69 12 651.44 13 906.17 14 1033.42 15 1068.67 16 990.69 17 802.16 18 587.34 19 397.58 20 354.61 21 536.22 22 1049.45 23 1448.43 24 1688.21 25 1771.37 26 1689.13 27 1439.17 28 1030.34 29 573.91 30 446.02 31 528.06 32 993.11 33 1359.00 34 1525.13 35 1522.20 36 1427.50 37 1240.78 38 923.88 39 473.24 40 286.06 41 467.15 42 964.15 43 1373.29 44 1637.25 45 1788.82 46 1804.70 47 1691.50 48 1413.49 49 912.31 50 1.27 Service Min Moment Contribution by Lane 1 0 -2.85 1 -67.36 2 -134.39 3 -195.99 4 -257.73 5 -313.69 6 -371.31 7 -431.70 8 -496.82 9 -613.32 10 -933.16 11 -459.62 12 -339.64 13 -289.38 14 -332.84 15 -415.77 16 -501.40 17 -602.55 18 -830.83 19 -1222.02 20 -1808.98 21 -975.77 22 -737.91 23 -617.50 24 -572.75 25 -558.41 26 -594.82 27 -636.75 28 -735.47 29 -1116.14 30 -1977.70 31 -1127.82 32 -795.69 33 -758.06 34 -675.95 35 -603.22 36 -611.13 37 -644.40 38 -752.74 39 -1082.08 40 -1835.28 41 -1046.81 42 -681.73 43 -575.79 44 -502.49 45 -415.22 46 -325.39 47 -238.04 48 -155.66 49 -78.15 50 -1.02 (Apply multipresence factors for optimal combination.) Torque - Girder 2 Girder 2 Service Torque - k-ft Tenth Noncomp Super- Max Range Sidewalk Pt Dead Imposed Live+ Dead Impact 0 0.05 0.11 7.85 15.18 0.00 1 0.05 0.11 7.85 15.18 0.00 2 0.05 0.11 7.87 15.22 0.00 3 0.05 0.13 4.67 8.55 0.00 4 0.05 0.13 4.65 8.51 0.00 5 0.03 0.08 3.47 6.01 0.00 6 0.03 0.08 3.49 6.06 0.00 7 -0.04 -0.06 -6.16 12.22 0.00 8 -0.04 -0.06 -6.13 12.20 0.00 9 -0.16 -0.33 -11.41 18.96 0.00 10 -0.16 -0.33 -11.41 18.96 0.00 10R 0.07 0.25 0.34 0.56 0.00 11 0.07 0.25 10.87 19.65 0.00 12 0.00 0.01 -7.85 14.81 0.00 13 -0.02 -0.02 -5.36 10.12 0.00 14 -0.02 -0.02 -5.36 10.12 0.00 15 0.00 -0.01 3.48 6.63 0.00 16 0.04 0.00 5.54 10.22 0.00 17 0.04 0.00 5.54 10.22 0.00 18 0.03 0.00 7.77 14.65 0.00 19 -0.10 -0.05 -8.36 16.53 0.00 20 -0.10 -0.05 -8.36 16.53 0.00 20R -0.23 -0.09 0.24 0.45 0.00 21 -0.23 -0.09 -8.73 16.27 0.00 22 -0.33 -0.09 -7.77 14.01 0.00 23 -0.27 -0.07 -5.86 10.41 0.00 24 -0.13 -0.03 -4.10 7.46 0.00 25 0.06 0.03 2.98 5.86 0.00 26 0.21 0.07 4.02 7.27 0.00 27 0.32 0.10 5.88 10.39 0.00 28 0.31 0.08 7.75 13.97 0.00 29 0.08 0.00 8.44 15.87 0.00 30 0.08 0.00 8.44 15.87 0.00 30R -0.15 -0.12 0.38 0.64 0.00 31 -0.22 -0.15 -8.40 16.70 0.00 32 -0.11 -0.09 5.02 10.03 0.00 33 0.01 -0.01 3.94 7.81 0.00 34 0.21 0.10 3.38 6.27 0.00 35 0.19 0.10 3.20 6.15 0.00 36 0.18 0.10 3.70 7.40 0.00 37 0.14 0.08 -4.79 9.49 0.00 38 0.03 0.04 -5.80 11.59 0.00 39 -0.12 -0.04 6.66 13.16 0.00 40 -0.12 -0.04 6.66 13.16 0.00 40R -0.26 -0.13 0.19 0.32 0.00 41 -0.26 -0.13 6.61 12.92 0.00 42 -0.19 -0.10 5.70 10.39 0.00 43 -0.01 0.01 4.75 7.76 0.00 44 0.14 0.04 2.92 4.85 0.00 45 0.34 0.14 3.57 6.36 0.00 46 0.34 0.14 2.79 4.92 0.00 47 0.28 0.12 -3.54 6.80 0.00 48 0.24 0.10 -5.65 10.26 0.00 49 0.17 0.06 -6.98 12.22 0.00 50 0.17 0.06 -6.98 12.22 0.00 Sign convention Positive torque - clockwise twist looking from left abutment toward right Torque - Fatigue Truck - Girder 2 Girder 2 Fatigue Truck Service Torque - k-ft Tenth Max Torque Range 0 0.27 0.39 1 0.27 0.39 2 0.27 0.39 3 0.38 0.46 4 0.38 0.46 5 0.39 0.46 6 0.39 0.46 7 -0.18 0.27 8 -0.18 0.27 9 -1.83 1.99 10 -1.83 1.99 10R 1.79 2.12 11 1.79 2.12 12 0.19 0.38 13 -0.26 0.41 14 -0.26 0.41 15 0.21 0.42 16 0.28 0.40 17 0.28 0.40 18 0.37 0.42 19 0.24 0.40 20 0.24 0.40 20R -0.20 0.37 21 -0.20 0.37 22 0.17 0.32 23 0.17 0.27 24 0.13 0.19 25 0.08 0.15 26 -0.13 0.18 27 -0.16 0.25 28 -0.16 0.29 29 0.18 0.35 30 0.18 0.35 30R -0.20 0.37 31 -0.20 0.40 32 0.31 0.46 33 0.20 0.36 34 0.36 0.49 35 0.15 0.22 36 -0.20 0.28 37 -0.24 0.37 38 -0.28 0.50 39 -0.28 0.55 40 -0.28 0.55 40R 0.30 0.58 41 0.30 0.58 42 0.32 0.55 43 0.49 0.65 44 0.23 0.29 45 0.23 0.29 46 0.17 0.18 47 -0.14 0.22 48 -0.32 0.46 49 -0.44 0.62 50 -0.44 0.62 Sign convention Positive torque - clockwise twist looking from left abutment toward right Bracing Shear - Girder 2 Girder 2 Service Bracing Shear - k Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Dead Impact Impact 2 0.11 0.02 2.14 -2.01 0.00 4 -0.17 -0.02 9.84 -9.48 0.00 12 -1.80 -0.11 10.24 -10.95 0.00 19 -4.61 -0.19 9.22 -10.01 0.00 25 -3.70 -0.07 5.81 -6.87 0.00 32 -7.66 -1.12 3.42 -9.06 0.00 37 -2.39 0.00 5.18 -6.18 0.00 43 -3.61 -0.21 8.06 -9.44 0.00 49 -2.01 -0.19 8.53 -10.28 0.00 55 -0.81 -0.09 8.45 -9.88 0.00 62 0.56 0.04 7.19 -7.80 0.00 68 2.38 0.22 4.46 -3.90 0.00 74 5.25 0.49 4.07 -1.24 0.00 80 1.19 0.12 9.82 -9.44 0.00 86 -2.13 -0.19 12.11 -13.76 0.00 92 -4.78 -0.45 11.83 -14.95 0.00 98 -6.31 -0.60 11.22 -15.02 0.00 104 -5.79 -0.56 11.11 -14.66 0.00 110 -4.39 -0.42 11.24 -14.26 0.00 116 -1.56 -0.15 10.93 -12.69 0.00 122 2.44 0.25 8.25 -7.99 0.00 128 7.57 0.74 5.13 -1.56 0.00 134 5.15 0.50 8.61 -6.94 0.00 140 3.64 0.35 11.25 -10.56 0.00 146 -0.64 0.12 19.72 -22.94 0.00 153 -0.91 0.12 10.00 -11.82 0.00 160 -7.63 -0.47 7.75 -13.12 0.00 167 -7.47 -0.53 8.50 -14.62 0.00 174 -4.41 -0.30 8.92 -13.90 0.00 181 -0.62 0.02 9.05 -11.98 0.00 188 3.79 0.40 7.46 -7.42 0.00 195 9.50 0.94 5.42 -0.91 0.00 202 5.34 0.50 8.97 -7.81 0.00 209 1.48 0.13 10.52 -10.46 0.00 216 0.23 -0.07 21.17 -20.05 0.00 224 6.92 0.65 14.46 -10.15 0.00 232 -0.05 0.13 11.83 -10.53 0.00 240 -0.24 -0.01 10.80 -10.68 0.00 249 -1.26 -0.15 8.38 -9.08 0.00 258 -0.07 -0.01 1.03 -1.37 0.00 Sign convention Positive shear - upward on end of brace Concurrent Moment 2 -3.09 5.22 4 -20.84 34.12 12 -28.02 45.44 19 -18.66 43.13 25 -13.78 29.08 32 -16.04 19.94 37 -8.33 28.51 43 -19.96 51.61 49 -30.64 59.41 55 -27.41 58.28 62 -23.44 38.38 68 -15.09 17.71 74 -17.07 4.67 80 -24.83 46.00 86 -44.25 63.06 92 -26.89 80.41 98 -49.72 117.00 104 -53.54 115.28 110 -32.84 89.94 116 -31.85 69.27 122 -29.80 41.51 128 -19.59 5.79 134 -34.74 34.68 140 -49.19 60.38 146 -46.07 89.76 153 -39.35 98.59 160 -45.38 97.99 167 -44.89 96.08 174 -37.06 71.76 181 -32.22 56.33 188 -24.38 33.52 195 -20.25 3.72 202 -33.06 39.91 209 -32.26 63.93 216 -48.53 74.40 224 -38.94 95.22 232 -28.45 88.83 240 -22.06 68.92 249 -22.42 44.21 258 -3.40 5.63 Bracing Moment - Girder 2 Girder 2 Service Bracing Moment - k-ft Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Dead Impact Impact 2 0.00 -0.02 5.22 -5.53 0.00 3 0.64 0.07 6.24 -5.78 0.00 4 -8.14 -0.41 44.80 -41.41 0.00 7 -9.24 -0.52 47.38 -44.84 0.00 12 -7.45 -0.35 54.51 -50.33 0.00 13 -20.79 -1.14 56.85 -53.80 0.00 19 1.36 -0.05 50.84 -48.22 0.00 20 -36.51 -1.57 49.74 -54.70 0.00 25 2.75 -0.25 31.49 -30.80 0.00 26 -30.70 -0.92 31.64 -37.86 0.00 32 31.59 4.83 38.35 -16.10 0.00 31 -43.73 -6.19 13.21 -37.64 0.00 37 5.25 -0.33 34.67 -30.36 0.00 38 -18.23 -0.35 31.08 -36.08 0.00 43 12.44 0.62 58.67 -44.97 0.00 44 -23.06 -1.45 51.40 -55.90 0.00 49 8.69 0.60 66.97 -48.87 0.00 51 -11.11 -1.23 59.28 -60.72 0.00 55 3.86 0.25 64.11 -47.55 0.00 57 -4.15 -0.67 57.26 -58.52 0.00 62 -2.92 -0.32 48.69 -39.39 0.00 63 2.56 0.08 44.73 -46.56 0.00 68 -10.89 -1.03 22.47 -23.51 0.00 69 12.50 1.09 27.40 -24.23 0.00 74 -23.44 -2.19 5.34 -17.15 0.00 75 28.14 2.65 16.80 -5.31 0.00 80 -1.03 -0.28 59.56 -56.96 0.00 81 10.64 0.88 62.88 -63.44 0.00 86 21.13 1.49 98.35 -75.65 0.00 87 0.22 -0.41 101.43 -93.52 0.00 92 40.45 3.03 114.80 -79.51 0.00 93 -6.57 -1.40 119.36 -104.11 0.00 98 51.31 3.90 120.02 -80.50 0.00 99 -10.73 -2.05 120.96 -108.75 0.00 104 47.23 3.49 118.16 -79.53 0.00 105 -9.70 -2.02 120.85 -107.05 0.00 110 34.94 2.43 112.61 -76.21 0.00 111 -8.23 -1.73 116.06 -102.41 0.00 116 13.81 0.66 93.93 -68.43 0.00 117 -1.53 -0.77 95.15 -88.93 0.00 122 -10.03 -1.32 53.83 -49.71 0.00 123 13.93 1.12 55.75 -55.15 0.00 128 -31.80 -3.11 6.38 -20.49 0.00 129 42.65 4.16 22.17 -7.45 0.00 134 -19.20 -1.67 46.45 -47.30 0.00 135 31.48 3.21 60.34 -49.40 0.00 140 -8.87 -0.51 84.63 -71.54 0.00 141 26.89 2.96 94.11 -80.80 0.00 146 8.09 0.84 93.40 -67.69 0.00 147 1.78 1.98 178.23 -176.33 0.00 153 23.42 2.11 107.77 -84.07 0.00 154 14.43 3.31 109.06 -96.65 0.00 160 36.69 3.45 113.18 -78.74 0.00 161 -38.37 -1.19 86.23 -98.99 0.00 167 27.74 2.92 108.09 -72.57 0.00 168 -45.75 -2.27 84.76 -104.46 0.00 174 10.87 1.47 97.10 -68.37 0.00 175 -32.53 -1.48 81.97 -96.54 0.00 181 -5.75 -0.15 79.19 -62.32 0.00 182 -11.89 0.06 72.63 -79.52 0.00 188 -22.05 -1.83 47.19 -47.09 0.00 189 15.23 2.15 49.10 -49.99 0.00 195 -38.83 -3.82 4.19 -21.60 0.00 196 54.84 5.41 23.80 -3.83 0.00 202 -17.59 -2.22 54.83 -50.61 0.00 203 35.17 2.73 63.12 -53.59 0.00 209 0.44 -0.88 94.31 -70.87 0.00 210 15.10 0.40 89.63 -79.67 0.00 216 9.40 -0.30 92.27 -71.67 0.00 217 11.72 -1.01 191.37 -153.53 0.00 224 14.41 -0.53 97.01 -80.35 0.00 225 83.06 5.91 131.48 -71.44 0.00 232 33.23 1.10 99.21 -71.38 0.00 233 32.69 2.38 112.16 -68.74 0.00 240 24.44 0.95 93.44 -62.50 0.00 241 22.06 0.90 93.63 -69.81 0.00 249 13.08 0.62 59.54 -44.74 0.00 250 0.56 -0.84 58.83 -58.39 0.00 258 0.30 0.04 5.80 -4.32 0.00 259 -0.41 -0.08 4.99 -6.93 0.00 Sign convention Positive moment - upward part of brace is in compression Concurrent Shear 2 -2.00 2.14 3 -2.14 2.01 4 -7.76 8.82 7 -8.12 8.29 12 -9.84 9.54 13 -8.74 8.98 19 -7.34 8.22 20 -8.01 8.84 25 -6.13 5.48 26 -5.00 6.34 32 -8.23 3.42 31 -3.32 9.06 37 -4.36 4.52 38 -4.55 5.84 43 -7.47 6.74 44 -7.58 9.02 49 -9.44 7.49 51 -7.80 9.51 55 -9.30 6.60 57 -8.17 9.04 62 -6.20 5.95 63 -7.03 7.33 68 -3.69 3.85 69 -4.25 3.67 74 -1.18 4.06 75 -3.55 1.24 80 -5.79 8.37 81 -8.86 8.72 86 -9.02 9.92 87 -8.76 12.98 92 -11.68 9.37 93 -9.55 14.87 98 -14.94 9.26 99 -9.67 15.02 104 -14.57 9.24 105 -9.79 14.66 110 -12.66 9.45 111 -9.69 14.24 116 -9.52 8.61 117 -8.81 12.38 122 -6.16 7.24 123 -5.43 7.19 128 -1.47 5.13 129 -4.27 1.56 134 -5.54 6.85 135 -6.72 6.40 140 -8.06 8.29 141 -9.50 9.66 146 -14.56 16.35 147 -18.66 22.72 153 -8.87 6.52 154 -8.74 11.05 160 -12.08 4.84 161 -5.58 13.09 167 -12.33 6.54 168 -6.74 14.42 174 -11.21 6.55 175 -6.79 13.38 181 -9.10 6.91 182 -6.90 11.40 188 -5.43 6.34 189 -7.26 6.93 195 -0.89 5.37 196 -4.60 0.91 202 -4.88 8.39 203 -6.81 7.26 209 -7.57 8.86 210 -8.30 10.19 216 -8.03 16.87 217 -19.95 19.95 224 -9.34 5.89 225 -11.65 10.10 232 -7.04 3.15 233 -9.53 9.13 240 -8.73 8.26 241 -9.07 9.49 249 -6.74 6.97 250 -7.72 8.50 258 -1.36 1.03 259 -1.03 1.37 Max Min LL+I LL+I Mom Mom Fat Trk Fat Trk 2 0.23 -0.08 3 4.92 -4.55 4 2.14 -2.36 7 34.76 -32.41 12 2.74 -2.75 13 43.43 -40.48 19 2.19 -1.91 20 37.21 -39.95 25 1.06 -0.82 26 22.69 -26.42 32 0.45 -0.24 31 10.09 -26.87 37 0.81 -0.79 38 23.43 -26.47 43 1.58 -1.45 44 38.47 -42.98 49 2.19 -1.87 51 45.98 -47.43 55 2.41 -1.86 57 44.36 -45.01 62 2.04 -1.46 63 35.22 -35.56 68 1.11 -0.85 69 21.20 -17.94 74 0.11 -0.42 75 12.41 -3.42 80 3.04 -6.24 81 49.79 -46.94 86 5.75 -12.06 87 81.33 -75.25 92 7.40 -16.57 93 94.85 -82.96 98 7.79 -18.80 99 93.22 -84.66 104 7.49 -18.41 105 92.62 -79.82 110 7.25 -15.39 111 92.05 -76.41 116 5.87 -10.62 117 77.05 -68.14 122 3.24 -5.23 123 45.57 -40.19 128 0.14 -0.64 129 14.44 -4.51 134 2.82 -4.56 135 44.04 -36.17 140 5.07 -8.84 141 69.91 -63.51 146 13.57 -27.16 147 134.41 -136.44 153 6.23 -13.38 154 85.88 -71.80 160 4.71 -10.51 161 64.89 -77.49 167 4.77 -9.33 168 63.98 -84.20 174 4.24 -7.54 175 61.66 -79.45 181 3.13 -5.15 182 54.83 -64.20 188 1.52 -2.53 189 37.77 -38.09 195 0.05 -0.32 196 17.01 -2.68 202 1.50 -1.57 203 50.40 -38.83 209 2.28 -2.06 210 73.11 -62.36 216 5.93 -6.57 217 154.01 -126.90 224 2.44 -3.09 225 109.00 -57.07 232 1.57 -1.79 233 89.90 -54.42 240 0.60 -0.31 241 74.22 -54.23 249 0.63 -0.55 250 45.47 -44.48 258 0.09 -0.04 259 4.19 -5.56 Reactions - Girder 2 Girder 2 Service Vertical Reactions - k Supp/Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Max Min Dead Impact Impact Governing 1 2 36.10 5.26 54.32 -9.48 0.00 0.00 Steel 8.97 Concrete 27.13 Global x concurrent LL+I rot. 0.0002 -0.0002 deg Global y concurrent LL+I rot. 0.0004 -0.0005 deg 2 32 148.49 18.33 116.29 -21.54 0.00 0.00 Steel 32.31 Concrete 116.18 Global x concurrent LL+I rot. 0.0002 -0.0002 deg Global y concurrent LL+I rot. 0.0003 -0.0004 deg 3 74 225.78 22.33 144.14 -18.93 0.00 0.00 Steel 65.77 Concrete 160.01 Global x concurrent LL+I rot. 0.0001 -0.0001 deg Global y concurrent LL+I rot. 0.0005 -0.0008 deg 4 128 260.96 25.98 148.18 -21.09 0.00 0.00 Steel 82.14 Concrete 178.82 Global x concurrent LL+I rot. 0.0000 0.0000 deg Global y concurrent LL+I rot. 0.0008 -0.0007 deg 5 195 281.05 28.08 140.46 -12.70 0.00 0.00 Steel 86.59 Concrete 194.46 Global x concurrent LL+I rot. 0.0001 -0.0001 deg Global y concurrent LL+I rot. 0.0006 -0.0004 deg 6 258 98.23 9.75 84.96 -6.31 0.00 0.00 Steel 30.03 Concrete 68.20 Global x concurrent LL+I rot. 0.0001 -0.0001 deg Global y concurrent LL+I rot. 0.0004 -0.0003 deg Truck Loading 1 2 54.27 -0.74 2 32 102.82 -0.43 3 74 111.20 -2.40 4 128 105.64 -2.72 5 195 104.67 -1.26 6 258 83.78 -0.48 Lane Loading 1 2 44.25 -9.41 2 32 116.29 -21.54 3 74 144.14 -18.93 4 128 148.18 -21.09 5 195 140.43 -12.70 6 258 70.69 -6.31 Fatigue Truck 1 2 71.77 -13.70 2 32 120.85 -19.53 3 74 150.36 -25.42 4 128 147.20 -23.99 5 195 150.09 -19.08 6 258 109.11 -9.80 Support Rotations - Degrees About global axes used in Girder Geometry table Supp/Node Noncomp Dead Superimp Dead LL+I+SDWK Range x-axis y-axis x-axis y-axis x-axis y-axis 1 2 -0.04 0.09 0.00 0.01 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -0.41 0.53 -0.41 0.53 2 32 -0.01 -0.01 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -0.13 0.87 -0.16 -0.24 3 74 -0.01 0.05 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -1.36 0.23 -1.36 0.23 4 128 0.00 -0.02 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction 0.65 -1.07 -1.32 -1.08 5 195 0.01 0.07 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -0.70 -0.41 -0.41 -0.70 6 258 -0.04 -0.24 0.00 -0.02 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -0.27 0.32 0.32 -0.27 Noncomp dead end reactions do not include weight of girder extensions. Torsional and flexural rotations - member local axes Supp/Node Noncomp Dead Superimp Dead LL+I+SDWK Range tors flex tors flex tors flex 1 2 -0.06 0.08 0.00 0.01 ( 0.00 to 0.00) ( 0.00 to 0.00) 2 32 -0.01 -0.01 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) 3 74 -0.02 0.05 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) 4 128 0.00 -0.02 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) 5 195 0.03 0.06 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) 6 258 -0.11 -0.22 -0.01 -0.01 ( 0.00 to 0.00) ( 0.00 to 0.00) Noncomp dead end reactions do not include weight of girder extensions. Deflections - Girder 2 Girder 2 Deflections - in Tenth Total Steel Wet Super- Max Max Sidewalk Pt Noncomp Con- imposed LL+I LL+I Down Up Dead crete Dead Down Up 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 0.170 0.043 0.128 0.014 0.103 0.026 0.000 0.000 2 0.298 0.075 0.223 0.024 0.185 0.049 0.000 0.000 3 0.383 0.097 0.286 0.031 0.248 0.069 0.000 0.000 4 0.426 0.108 0.318 0.035 0.289 0.085 0.000 0.000 5 0.412 0.106 0.307 0.034 0.298 0.093 0.000 0.000 6 0.345 0.090 0.255 0.029 0.278 0.095 0.000 0.000 7 0.256 0.068 0.188 0.022 0.232 0.087 0.000 0.000 8 0.139 0.039 0.100 0.012 0.159 0.070 0.000 0.000 9 0.059 0.018 0.042 0.006 0.085 0.041 0.000 0.000 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 0.044 0.003 0.041 0.002 0.130 0.044 0.000 0.000 12 0.154 0.019 0.135 0.010 0.273 0.073 0.000 0.000 13 0.269 0.035 0.233 0.018 0.400 0.089 0.000 0.000 14 0.316 0.036 0.279 0.022 0.475 0.111 0.000 0.000 15 0.293 0.024 0.269 0.021 0.493 0.127 0.000 0.000 16 0.199 -0.001 0.199 0.016 0.452 0.132 0.000 0.000 17 0.078 -0.025 0.103 0.007 0.357 0.121 0.000 0.000 18 -0.014 -0.037 0.023 0.001 0.241 0.094 0.000 0.000 19 -0.052 -0.032 -0.020 -0.003 0.115 0.053 0.000 0.000 20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21 0.252 0.095 0.157 0.017 0.188 0.066 0.000 0.000 22 0.597 0.213 0.384 0.040 0.379 0.109 0.000 0.000 23 0.923 0.320 0.603 0.063 0.540 0.131 0.000 0.000 24 1.143 0.390 0.753 0.078 0.647 0.136 0.000 0.000 25 1.210 0.408 0.802 0.082 0.686 0.128 0.000 0.000 26 1.110 0.371 0.739 0.075 0.649 0.125 0.000 0.000 27 0.865 0.288 0.577 0.058 0.546 0.120 0.000 0.000 28 0.530 0.176 0.354 0.035 0.385 0.099 0.000 0.000 29 0.197 0.065 0.131 0.012 0.192 0.060 0.000 0.000 30 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 31 0.063 0.019 0.043 0.007 0.165 0.066 0.000 0.000 32 0.270 0.087 0.183 0.024 0.327 0.106 0.000 0.000 33 0.488 0.159 0.329 0.041 0.453 0.125 0.000 0.000 34 0.627 0.207 0.420 0.052 0.526 0.127 0.000 0.000 35 0.643 0.215 0.428 0.054 0.545 0.123 0.000 0.000 36 0.535 0.182 0.353 0.046 0.505 0.127 0.000 0.000 37 0.334 0.118 0.216 0.031 0.417 0.120 0.000 0.000 38 0.106 0.043 0.063 0.013 0.290 0.100 0.000 0.000 39 -0.051 -0.011 -0.041 -0.001 0.142 0.061 0.000 0.000 40 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 41 0.323 0.096 0.227 0.021 0.158 0.051 0.000 0.000 42 0.801 0.241 0.560 0.052 0.320 0.085 0.000 0.000 43 1.308 0.396 0.912 0.087 0.459 0.103 0.000 0.000 44 1.720 0.523 1.197 0.114 0.556 0.110 0.000 0.000 45 1.955 0.596 1.359 0.130 0.600 0.107 0.000 0.000 46 1.965 0.600 1.365 0.131 0.581 0.095 0.000 0.000 47 1.749 0.535 1.214 0.117 0.504 0.077 0.000 0.000 48 1.317 0.403 0.914 0.088 0.372 0.054 0.000 0.000 49 0.710 0.217 0.493 0.048 0.198 0.028 0.000 0.000 50 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Influence surfaces for deflection using AASHTO 10.6.4. Impact Factors - Girder 2 Girder 2 Impact Factors Shear Moment,Torsion Reactions Deflections Tenth Truck Lane Truck Lane Truck Lane Pt 0 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 1 1.3000 1.2500 1.2500 1.2000 2 1.3000 1.2500 1.2500 1.2000 3 1.3000 1.2500 1.2500 1.2000 4 1.3000 1.2500 1.2500 1.2000 5 1.3000 1.2500 1.2500 1.2000 6 1.3000 1.2500 1.2500 1.2000 7 1.3000 1.2500 1.2500 1.2000 8 1.3000 1.2500 1.2500 1.2000 9 1.3000 1.2500 1.2500 1.2000 10 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 11 1.3000 1.2500 1.2500 1.2000 12 1.3000 1.2500 1.2500 1.2000 13 1.3000 1.2500 1.2500 1.2000 14 1.3000 1.2500 1.2500 1.2000 15 1.3000 1.2500 1.2500 1.2000 16 1.3000 1.2500 1.2500 1.2000 17 1.3000 1.2500 1.2500 1.2000 18 1.3000 1.2500 1.2500 1.2000 19 1.3000 1.2500 1.2500 1.2000 20 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 21 1.3000 1.2500 1.2500 1.2000 22 1.3000 1.2500 1.2500 1.2000 23 1.3000 1.2500 1.2500 1.2000 24 1.3000 1.2500 1.2500 1.2000 25 1.3000 1.2500 1.2500 1.2000 26 1.3000 1.2500 1.2500 1.2000 27 1.3000 1.2500 1.2500 1.2000 28 1.3000 1.2500 1.2500 1.2000 29 1.3000 1.2500 1.2500 1.2000 30 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 31 1.3000 1.2500 1.2500 1.2000 32 1.3000 1.2500 1.2500 1.2000 33 1.3000 1.2500 1.2500 1.2000 34 1.3000 1.2500 1.2500 1.2000 35 1.3000 1.2500 1.2500 1.2000 36 1.3000 1.2500 1.2500 1.2000 37 1.3000 1.2500 1.2500 1.2000 38 1.3000 1.2500 1.2500 1.2000 39 1.3000 1.2500 1.2500 1.2000 40 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 41 1.3000 1.2500 1.2500 1.2000 42 1.3000 1.2500 1.2500 1.2000 43 1.3000 1.2500 1.2500 1.2000 44 1.3000 1.2500 1.2500 1.2000 45 1.3000 1.2500 1.2500 1.2000 46 1.3000 1.2500 1.2500 1.2000 47 1.3000 1.2500 1.2500 1.2000 48 1.3000 1.2500 1.2500 1.2000 49 1.3000 1.2500 1.2500 1.2000 50 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 Shear - Girder 3 Girder 3 Service Shear - k Tenth Noncomp Super- Live+ Range Sidewalk Pt Dead Imposed Impact Dead Pos Neg 0 36.17 5.28 56.29 66.07 0.00 0.00 1 27.35 3.90 49.10 58.84 0.00 0.00 2 18.15 2.51 39.56 55.04 0.00 0.00 3 7.29 1.08 36.88 57.93 0.00 0.00 4 -2.65 -0.30 -32.94 60.96 0.00 0.00 5 -17.34 -1.89 -31.76 58.93 0.00 0.00 6 -28.02 -3.28 -44.42 66.35 0.00 0.00 7 -48.36 -5.06 -49.60 70.71 0.00 0.00 8 -66.39 -6.44 -63.82 76.59 0.00 0.00 9 -86.84 -7.98 -74.97 87.53 0.00 0.00 10 -105.76 -9.36 -73.02 82.10 0.00 0.00 10R 110.19 8.84 89.10 104.64 0.00 0.00 11 84.00 8.84 88.75 108.27 0.00 0.00 12 53.58 12.69 68.45 93.41 0.00 0.00 13 22.50 14.46 61.82 91.12 0.00 0.00 14 4.75 16.73 44.64 88.49 0.00 0.00 15 -14.19 -1.21 -41.21 81.61 0.00 0.00 16 -32.40 -3.14 -53.85 89.97 0.00 0.00 17 -50.35 -5.03 -64.11 87.23 0.00 0.00 18 -69.67 -6.95 -79.45 99.53 0.00 0.00 19 -89.83 -8.89 -89.24 102.76 0.00 0.00 20 -108.73 -10.79 -88.84 98.41 0.00 0.00 20R 133.14 12.69 98.97 114.12 0.00 0.00 21 106.44 10.02 88.39 110.56 0.00 0.00 22 78.12 12.69 71.47 101.95 0.00 0.00 23 50.23 14.46 60.99 100.31 0.00 0.00 24 23.22 16.73 52.57 92.63 0.00 0.00 25 -3.89 -0.47 -46.25 91.81 0.00 0.00 26 -31.18 -3.07 -53.94 94.99 0.00 0.00 27 -59.15 -5.73 -64.54 103.12 0.00 0.00 28 -88.20 -8.47 -77.26 111.91 0.00 0.00 29 -117.89 -11.24 -94.46 114.84 0.00 0.00 30 -145.62 -13.91 -104.32 117.65 0.00 0.00 30R 146.59 14.46 151.23 165.70 0.00 0.00 31 120.81 12.09 116.87 134.32 0.00 0.00 32 97.36 10.04 73.92 99.55 0.00 0.00 33 2.17 0.62 -56.62 94.74 0.00 0.00 34 14.77 1.67 40.90 62.21 0.00 0.00 35 -5.77 -0.31 38.13 60.39 0.00 0.00 36 -33.09 -3.11 35.87 65.52 0.00 0.00 37 -58.83 -5.85 -39.87 73.56 0.00 0.00 38 -84.10 -8.55 -51.36 84.00 0.00 0.00 39 -107.68 -11.14 -63.94 85.18 0.00 0.00 40 -131.80 -13.81 -83.08 97.14 0.00 0.00 40R 167.63 16.73 91.41 97.95 0.00 0.00 41 144.01 14.27 90.63 101.09 0.00 0.00 42 119.39 11.85 80.68 98.53 0.00 0.00 43 91.13 9.19 58.92 88.82 0.00 0.00 44 21.67 2.46 50.81 87.15 0.00 0.00 45 23.06 2.17 50.51 81.87 0.00 0.00 46 -2.22 -0.29 -48.53 83.03 0.00 0.00 47 -21.50 -2.12 -47.89 76.59 0.00 0.00 48 -42.34 -4.38 -45.87 75.11 0.00 0.00 49 -77.31 -7.78 -57.95 74.09 0.00 0.00 50 -102.59 -10.25 -79.15 84.89 0.00 0.00 Concurrent Moment 0 0.28 1 350.14 2 591.63 3 639.04 4 743.21 5 628.44 6 591.70 7 384.59 8 312.51 9 91.09 10 4.34 10R -50.95 11 140.10 12 590.31 13 794.60 14 1008.81 15 875.34 16 484.81 17 446.56 18 389.47 19 240.00 20 114.41 20R 66.95 21 1088.34 22 2015.11 23 1373.98 24 1539.67 25 1450.90 26 1109.32 27 549.01 28 466.68 29 216.30 30 -30.14 30R -130.29 31 289.25 32 1886.76 33 -15.06 34 596.23 35 884.03 36 532.75 37 272.44 38 196.04 39 155.23 40 14.63 40R -607.35 41 283.95 42 868.23 43 1175.11 44 890.71 45 958.44 46 996.28 47 904.16 48 508.11 49 358.53 50 -0.11 Moment - Girder 3 Girder 3 Service Moment - k-ft Tenth Noncomp Super- Max Min Sidewalk Pt Dead Imposed Live+ Live+ Max Min Dead Impact Impact 0 0.00 -0.01 1.78 -1.86 0.00 0.00 1 251.25 36.24 353.51 -73.93 0.00 0.00 2 431.29 61.57 598.05 -147.86 0.00 0.00 3 525.80 75.71 751.83 -221.40 0.00 0.00 4 544.40 78.81 845.74 -294.95 0.00 0.00 5 448.87 69.50 864.14 -369.91 0.00 0.00 6 269.84 49.07 814.51 -447.33 0.00 0.00 7 -65.47 14.79 694.15 -527.58 0.00 0.00 8 -526.49 -30.65 495.45 -615.19 0.00 0.00 9 -1131.93 -87.90 349.28 -745.21 0.00 0.00 10 -1891.16 -155.92 310.31 -1089.29 0.00 0.00 11 -839.67 -70.45 325.45 -557.67 0.00 0.00 12 -99.30 -6.46 661.05 -404.54 0.00 0.00 13 330.49 35.96 932.61 -341.42 0.00 0.00 14 476.52 55.04 1114.86 -369.96 0.00 0.00 15 427.09 52.67 1130.14 -449.30 0.00 0.00 16 177.37 29.18 1055.01 -538.21 0.00 0.00 17 -270.01 -15.08 855.42 -641.63 0.00 0.00 18 -928.58 -79.82 619.74 -884.30 0.00 0.00 19 -1791.81 -165.54 416.37 -1315.33 0.00 0.00 20 -2867.31 -272.12 385.27 -1958.52 0.00 0.00 21 -1037.65 -98.69 573.21 -1039.25 0.00 0.00 22 365.49 33.31 1150.71 -779.78 0.00 0.00 23 1340.51 125.06 1571.08 -658.13 0.00 0.00 24 1902.33 177.20 1812.67 -594.12 0.00 0.00 25 2050.72 189.88 1899.39 -572.51 0.00 0.00 26 1783.06 162.84 1810.46 -606.31 0.00 0.00 27 1094.16 95.66 1561.70 -655.16 0.00 0.00 28 -26.16 -12.47 1131.17 -780.96 0.00 0.00 29 -1591.23 -162.47 614.49 -1208.58 0.00 0.00 30 -3604.81 -354.73 443.75 -2175.64 0.00 0.00 31 -1577.38 -154.03 588.07 -1193.14 0.00 0.00 32 53.28 10.51 1202.30 -892.34 0.00 0.00 33 1314.18 142.76 1523.38 -843.04 0.00 0.00 34 1193.62 132.66 1134.04 -504.32 0.00 0.00 35 1255.58 138.08 1167.77 -499.71 0.00 0.00 36 997.28 112.98 1171.85 -559.71 0.00 0.00 37 316.54 44.95 1034.30 -597.21 0.00 0.00 38 -762.63 -64.99 775.46 -678.81 0.00 0.00 39 -2231.83 -216.54 441.39 -956.00 0.00 0.00 40 -4071.67 -408.19 275.76 -1624.23 0.00 0.00 41 -1874.31 -189.76 480.40 -957.57 0.00 0.00 42 -27.80 -6.02 1004.22 -684.35 0.00 0.00 43 1452.62 142.36 1388.08 -590.35 0.00 0.00 44 2396.17 239.13 1571.45 -505.59 0.00 0.00 45 2525.30 256.57 1507.52 -361.70 0.00 0.00 46 2672.13 269.85 1480.43 -275.65 0.00 0.00 47 2526.19 255.15 1379.91 -212.26 0.00 0.00 48 2076.37 209.39 1171.95 -146.67 0.00 0.00 49 1267.47 127.01 794.99 -73.81 0.00 0.00 50 -0.01 -0.01 1.20 -0.54 0.00 0.00 Concurrent Shear 0 9.19 34.00 1 46.55 -7.70 2 38.77 -7.65 3 30.36 -7.71 4 -24.70 7.72 5 -17.78 6.12 6 -9.80 8.07 7 41.78 7.84 8 39.21 8.90 9 -12.33 11.15 10 -8.67 71.72 11 78.65 -13.87 12 58.43 2.22 13 45.35 1.20 14 38.65 -35.81 15 -23.61 34.86 16 -13.66 47.25 17 -4.91 53.99 18 -15.40 70.03 19 -13.52 79.07 20 -9.57 88.46 21 86.06 -15.72 22 65.14 5.83 23 -3.03 4.72 24 45.40 -33.08 25 -41.66 39.32 26 16.19 48.04 27 -13.69 59.58 28 52.70 71.79 29 34.98 89.78 30 -12.22 101.99 31 97.68 -17.45 32 50.06 -25.63 33 19.20 43.42 34 34.50 -21.07 35 26.89 -22.25 36 23.76 -29.65 37 23.00 39.87 38 28.67 51.36 39 33.32 63.94 40 -13.10 83.08 41 77.62 -10.46 42 61.86 -17.85 43 -3.73 -22.14 44 34.85 -28.91 45 33.75 -23.92 46 31.50 37.77 47 32.38 37.93 48 35.93 38.04 49 52.40 48.97 50 9.72 46.12 Service Max Moment Contribution by Lane 1 0 1.78 1 353.51 2 598.05 3 751.83 4 845.74 5 864.14 6 814.51 7 694.15 8 495.45 9 349.28 10 310.31 11 325.45 12 661.05 13 932.61 14 1114.86 15 1130.14 16 1055.01 17 855.42 18 619.74 19 416.37 20 385.27 21 573.21 22 1150.71 23 1571.08 24 1812.67 25 1899.39 26 1810.46 27 1561.70 28 1131.17 29 614.49 30 443.75 31 588.07 32 1202.30 33 1523.38 34 1134.04 35 1167.77 36 1171.85 37 1034.30 38 775.46 39 441.39 40 275.76 41 480.40 42 1004.22 43 1388.08 44 1571.45 45 1507.52 46 1480.43 47 1379.91 48 1171.95 49 794.99 50 1.20 Service Min Moment Contribution by Lane 1 0 -1.86 1 -73.93 2 -147.86 3 -221.40 4 -294.95 5 -369.91 6 -447.33 7 -527.58 8 -615.19 9 -745.21 10 -1089.29 11 -557.67 12 -404.54 13 -341.42 14 -369.96 15 -449.30 16 -538.21 17 -641.63 18 -884.30 19 -1315.33 20 -1958.52 21 -1039.25 22 -779.78 23 -658.13 24 -594.12 25 -572.51 26 -606.31 27 -655.16 28 -780.96 29 -1208.58 30 -2175.64 31 -1193.14 32 -892.34 33 -843.04 34 -504.32 35 -499.71 36 -559.71 37 -597.21 38 -678.81 39 -956.00 40 -1624.23 41 -957.57 42 -684.35 43 -590.35 44 -505.59 45 -361.70 46 -275.65 47 -212.26 48 -146.67 49 -73.81 50 -0.54 (Apply multipresence factors for optimal combination.) Torque - Girder 3 Girder 3 Service Torque - k-ft Tenth Noncomp Super- Max Range Sidewalk Pt Dead Imposed Live+ Dead Impact 0 0.01 0.04 6.97 13.59 0.00 1 0.01 0.04 6.98 13.61 0.00 2 0.01 0.04 6.98 13.60 0.00 3 0.02 0.05 4.46 8.39 0.00 4 0.02 0.05 4.45 8.36 0.00 5 0.00 0.03 3.44 6.24 0.00 6 0.00 0.03 3.45 6.27 0.00 7 -7.87 -0.03 -5.72 11.01 0.00 8 -7.87 -0.03 -5.70 10.99 0.00 9 -33.60 -0.34 -10.49 18.16 0.00 10 -33.60 -0.34 -10.48 18.12 0.00 10R 29.67 0.33 0.60 0.89 0.00 11 29.67 0.33 10.78 19.37 0.00 12 5.78 -0.01 -7.58 15.09 0.00 13 0.01 0.00 5.36 10.65 0.00 14 0.01 0.00 5.36 10.65 0.00 15 0.01 0.01 3.89 7.65 0.00 16 0.04 0.02 5.37 10.49 0.00 17 0.04 0.02 5.37 10.49 0.00 18 0.07 0.04 7.89 15.07 0.00 19 -0.10 -0.04 -8.64 17.19 0.00 20 -0.10 -0.04 -8.64 17.19 0.00 20R -0.20 -0.08 -1.16 1.96 0.00 21 -0.20 -0.08 -8.65 16.54 0.00 22 -0.24 -0.07 -7.41 14.14 0.00 23 -0.17 -0.04 -5.63 10.77 0.00 24 -0.08 -0.02 -4.14 8.00 0.00 25 0.04 0.01 3.12 6.19 0.00 26 0.13 0.04 3.90 7.47 0.00 27 0.21 0.06 5.59 10.64 0.00 28 0.24 0.07 7.54 14.34 0.00 29 0.11 0.05 8.55 16.52 0.00 30 0.11 0.05 8.55 16.52 0.00 30R -0.14 -0.10 1.22 2.37 0.00 31 -0.18 -0.10 -9.29 17.64 0.00 32 -0.18 -0.10 -9.28 18.04 0.00 33 0.23 0.09 5.78 9.93 0.00 34 -0.10 -0.05 3.03 5.94 0.00 35 0.06 0.02 3.09 6.06 0.00 36 0.15 0.06 3.80 7.50 0.00 37 0.17 0.07 -4.87 9.71 0.00 38 0.08 0.05 -6.13 12.18 0.00 39 0.00 0.01 7.17 13.85 0.00 40 0.00 0.01 7.17 13.85 0.00 40R -0.25 -0.17 0.34 0.59 0.00 41 -0.25 -0.17 6.58 12.44 0.00 42 -0.20 -0.14 4.99 8.69 0.00 43 0.05 -0.02 4.08 7.12 0.00 44 0.66 0.32 6.36 9.11 0.00 45 0.66 0.32 6.39 9.84 0.00 46 0.12 0.05 2.50 4.31 0.00 47 0.14 0.05 -3.34 6.07 0.00 48 0.03 0.02 -5.38 7.79 0.00 49 0.08 0.07 -6.25 9.25 0.00 50 0.08 0.07 -6.25 9.25 0.00 Sign convention Positive torque - clockwise twist looking from left abutment toward right Torque - Fatigue Truck - Girder 3 Girder 3 Fatigue Truck Service Torque - k-ft Tenth Max Torque Range 0 0.15 0.16 1 0.15 0.16 2 0.15 0.16 3 0.23 0.27 4 0.23 0.27 5 0.23 0.32 6 0.23 0.32 7 -0.17 0.21 8 -0.17 0.21 9 -1.21 1.41 10 -1.21 1.41 10R 1.12 1.31 11 1.12 1.31 12 0.19 0.36 13 0.19 0.35 14 0.19 0.35 15 -0.23 0.46 16 0.24 0.44 17 0.24 0.44 18 0.37 0.43 19 0.29 0.43 20 0.29 0.43 20R -0.18 0.20 21 -0.18 0.20 22 -0.10 0.17 23 0.10 0.16 24 -0.08 0.15 25 -0.10 0.16 26 -0.13 0.20 27 -0.15 0.23 28 0.14 0.24 29 0.30 0.35 30 0.30 0.35 30R -0.34 0.37 31 -0.35 0.40 32 1.36 1.73 33 -0.52 0.61 34 -0.37 0.48 35 -0.21 0.26 36 -0.10 0.17 37 0.06 0.10 38 0.11 0.14 39 0.21 0.22 40 0.21 0.22 40R 0.16 0.30 41 0.16 0.30 42 0.12 0.23 43 1.26 1.45 44 -0.83 0.86 45 -0.83 0.86 46 -0.11 0.12 47 0.11 0.22 48 -0.05 0.08 49 0.07 0.11 50 0.07 0.11 Sign convention Positive torque - clockwise twist looking from left abutment toward right Bracing Shear - Girder 3 Girder 3 Service Bracing Shear - k Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Dead Impact Impact 3 -0.72 -0.05 2.50 -2.64 0.00 7 0.36 0.03 11.23 -10.93 0.00 13 2.09 0.11 12.31 -11.84 0.00 20 4.15 0.22 10.95 -9.99 0.00 26 0.80 0.09 6.69 -6.61 0.00 31 -5.92 -0.79 1.91 -5.22 0.00 38 1.19 0.14 6.02 -6.11 0.00 44 1.83 0.10 8.77 -10.03 0.00 51 -0.18 -0.05 9.18 -10.93 0.00 57 -0.36 -0.06 9.22 -10.55 0.00 63 0.89 0.06 7.77 -8.51 0.00 69 3.10 0.27 5.00 -4.19 0.00 75 6.75 0.64 4.44 -1.03 0.00 81 1.78 0.17 10.50 -10.03 0.00 87 -2.63 -0.24 13.05 -14.96 0.00 93 -5.92 -0.55 13.06 -16.69 0.00 99 -7.41 -0.69 12.47 -16.98 0.00 105 -6.83 -0.63 12.27 -16.61 0.00 111 -4.89 -0.43 12.44 -15.79 0.00 117 -1.15 -0.07 11.82 -13.50 0.00 123 3.34 0.35 8.96 -8.24 0.00 129 7.68 0.74 4.63 -1.16 0.00 135 2.13 0.19 7.26 -7.34 0.00 141 -2.07 -0.26 8.99 -11.27 0.00 147 65.32 6.86 85.18 -30.13 0.00 154 -35.14 -3.60 24.42 -49.32 0.00 161 -9.20 -1.17 15.54 -24.23 0.00 168 -2.78 -0.40 13.90 -18.03 0.00 175 -1.89 -0.23 13.48 -16.72 0.00 182 0.84 0.05 13.74 -15.30 0.00 189 3.34 0.32 11.09 -10.42 0.00 196 8.01 0.79 4.40 -0.70 0.00 203 4.01 0.45 10.79 -9.26 0.00 210 2.97 0.33 12.16 -10.39 0.00 217 42.49 4.19 42.87 -11.46 0.00 225 -20.42 -1.53 11.10 -21.01 0.00 233 -6.74 -0.51 12.56 -15.88 0.00 241 -5.37 -0.21 16.82 -18.42 0.00 250 7.75 0.80 12.97 -8.54 0.00 259 0.08 0.01 0.97 -0.99 0.00 Sign convention Positive shear - upward on end of brace Concurrent Moment 3 -4.53 6.65 7 -19.96 36.85 13 -24.15 44.72 20 -26.32 43.17 26 -16.99 30.59 31 -9.97 25.64 38 -18.13 28.02 44 -31.33 48.36 51 -36.42 63.31 57 -37.65 57.81 63 -35.31 39.35 69 -20.44 18.78 75 -19.42 3.60 81 -23.92 59.13 87 -32.83 98.49 93 -65.69 107.90 99 -86.45 134.66 105 -85.45 133.42 111 -73.50 108.30 117 -61.38 95.05 123 -31.77 48.87 129 -23.65 5.30 135 -34.32 46.20 141 -59.43 88.10 147 -31.49 166.52 154 -93.49 105.88 161 -66.24 90.87 168 -71.10 64.58 175 -68.90 63.43 182 -61.28 57.28 189 -35.11 37.34 196 -22.15 2.67 203 -24.88 49.96 210 -29.19 69.68 217 -36.95 131.13 225 -42.59 113.70 233 -56.68 101.30 241 -50.34 77.28 250 -30.29 49.77 259 -4.23 5.41 Bracing Moment - Girder 3 Girder 3 Service Bracing Moment - k-ft Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Dead Impact Impact 3 0.63 0.03 6.72 -6.78 0.00 6 -3.46 -0.26 6.77 -7.58 0.00 7 -9.55 -0.57 47.03 -45.32 0.00 8 -7.18 -0.34 47.60 -44.96 0.00 13 -20.36 -1.05 57.49 -53.82 0.00 16 -4.93 -0.25 57.74 -52.75 0.00 20 -28.76 -1.55 50.48 -54.57 0.00 22 5.27 0.23 54.07 -51.10 0.00 26 -4.93 -0.61 33.88 -35.27 0.00 28 2.24 0.16 34.58 -34.78 0.00 31 38.03 5.10 27.82 -10.02 0.00 33 -20.14 -2.64 6.21 -17.33 0.00 38 -4.22 -0.84 33.82 -35.24 0.00 40 7.44 0.57 32.97 -35.36 0.00 44 -11.62 -0.85 58.95 -51.34 0.00 46 6.33 0.11 52.04 -56.97 0.00 51 -0.90 -0.06 69.18 -52.60 0.00 52 -2.64 -0.56 59.57 -64.46 0.00 57 1.20 0.08 66.69 -52.15 0.00 58 -2.33 -0.48 58.21 -61.77 0.00 63 -4.44 -0.39 51.57 -44.39 0.00 64 4.30 0.21 46.48 -49.00 0.00 69 -15.26 -1.36 24.61 -27.47 0.00 70 15.26 1.32 29.40 -25.14 0.00 75 -33.04 -3.12 4.20 -19.50 0.00 76 33.31 3.14 19.22 -4.79 0.00 81 -7.87 -0.90 64.95 -67.41 0.00 82 9.63 0.77 64.32 -66.21 0.00 87 14.87 0.92 116.14 -90.36 0.00 88 -10.94 -1.47 99.00 -101.26 0.00 93 32.79 2.25 140.74 -99.81 0.00 94 -25.50 -3.19 115.38 -113.27 0.00 99 41.69 2.80 147.13 -106.82 0.00 100 -32.00 -4.05 116.52 -118.39 0.00 105 38.83 2.43 145.54 -105.29 0.00 106 -30.02 -3.91 115.27 -116.39 0.00 111 27.23 1.42 138.27 -98.15 0.00 112 -23.06 -3.04 111.32 -109.47 0.00 117 5.05 -0.40 110.79 -88.76 0.00 118 -7.07 -1.15 92.44 -93.74 0.00 123 -21.33 -2.51 59.36 -63.83 0.00 124 15.02 1.32 56.74 -56.47 0.00 129 -44.75 -4.32 6.07 -24.93 0.00 130 41.62 3.99 21.55 -5.63 0.00 135 -4.88 -0.34 60.14 -51.80 0.00 136 19.90 1.85 53.70 -50.99 0.00 141 27.86 3.15 104.85 -74.54 0.00 142 2.81 -0.05 77.56 -79.02 0.00 147 31.76 5.11 208.81 -183.95 0.00 148 211.10 23.95 354.36 -218.45 0.00 154 42.30 6.51 125.76 -97.55 0.00 155 -72.85 -5.30 73.78 -109.81 0.00 161 -9.27 1.97 102.20 -94.22 0.00 162 -44.78 -2.53 91.79 -111.50 0.00 168 -23.62 0.20 99.56 -98.39 0.00 169 -36.09 -1.59 94.32 -110.28 0.00 175 -24.64 -0.40 94.68 -94.39 0.00 176 -34.37 -1.61 90.52 -103.04 0.00 182 -28.51 -1.33 80.98 -81.80 0.00 183 -23.57 -1.02 77.57 -88.01 0.00 189 -34.61 -2.64 47.67 -58.37 0.00 190 -12.43 -0.53 48.41 -58.93 0.00 196 -49.40 -4.88 3.27 -23.64 0.00 197 12.51 1.26 6.78 -1.94 0.00 203 -0.91 -0.97 61.73 -53.24 0.00 204 36.70 3.27 79.22 -56.76 0.00 210 27.35 1.48 96.08 -68.41 0.00 211 61.49 5.30 122.74 -73.44 0.00 217 11.46 -1.32 201.06 -164.32 0.00 218 433.03 40.29 467.12 -155.52 0.00 225 83.61 6.18 128.43 -64.98 0.00 226 -118.94 -8.99 85.94 -118.60 0.00 233 32.23 2.34 110.91 -67.01 0.00 234 -34.62 -2.67 98.75 -91.83 0.00 241 22.57 0.97 93.31 -69.47 0.00 242 -30.73 -1.08 137.36 -125.96 0.00 250 0.76 -0.86 58.87 -58.97 0.00 251 77.62 7.04 89.65 -44.80 0.00 259 -0.33 -0.01 5.63 -4.73 0.00 260 0.45 0.08 3.98 -3.62 0.00 Sign convention Positive moment - upward part of brace is in compression Concurrent Shear 3 -2.63 2.47 6 -2.47 2.59 7 -8.54 8.88 8 -8.74 8.71 13 -9.34 10.76 16 -10.67 9.46 20 -8.07 10.07 22 -9.58 8.21 26 -5.48 6.30 28 -5.55 6.25 31 -5.18 1.91 33 -1.80 5.21 38 -5.32 5.14 40 -5.18 5.56 44 -8.37 7.84 46 -7.73 9.04 51 -10.19 7.96 52 -8.39 9.88 57 -10.33 7.98 58 -8.84 9.58 63 -7.08 6.98 64 -7.25 8.22 69 -3.57 4.49 70 -4.80 3.95 75 -0.96 4.44 76 -4.21 1.03 81 -8.99 9.22 82 -8.45 9.15 87 -12.61 11.29 88 -9.83 13.81 93 -14.19 11.38 94 -10.63 13.87 99 -15.96 11.85 100 -10.37 15.44 105 -15.67 11.67 106 -8.70 15.11 111 -13.74 10.84 112 -9.65 13.01 117 -11.57 10.51 118 -8.55 12.24 123 -7.24 8.24 124 -7.34 7.19 129 -1.09 4.59 130 -4.27 1.16 135 -6.46 6.45 136 -6.85 6.56 141 -9.82 7.96 142 -6.39 9.37 147 11.54 49.44 148 -70.39 21.29 154 -44.13 23.84 155 -13.08 40.10 161 -17.55 9.10 162 -13.99 20.14 168 -11.42 6.56 169 -11.97 15.19 175 -13.22 5.51 176 -9.87 13.93 182 -12.38 5.82 183 -10.09 12.54 189 -7.20 7.87 190 -6.83 8.91 196 -0.68 4.39 197 -3.92 0.69 203 -7.14 8.87 204 -8.69 8.79 210 -8.11 9.60 211 -10.61 9.80 217 -2.95 20.98 218 -38.02 11.04 225 -15.05 6.41 226 -10.90 20.55 233 -14.24 9.10 234 -11.80 15.09 241 -15.48 14.74 242 -15.77 17.36 250 -7.79 12.50 251 -11.93 8.04 259 -0.98 0.94 260 -0.93 0.99 Max Min LL+I LL+I Mom Mom Fat Trk Fat Trk 3 0.74 -0.97 6 5.41 -6.02 7 3.67 -8.81 8 34.84 -32.52 13 5.08 -10.23 16 44.03 -40.08 20 4.95 -7.54 22 40.08 -37.55 26 3.51 -3.24 28 25.28 -24.20 31 1.29 -0.11 33 4.83 -12.27 38 2.10 -3.90 40 24.64 -25.63 44 2.77 -7.94 46 38.88 -43.32 51 3.79 -9.86 52 46.21 -50.69 57 4.28 -9.40 58 45.44 -47.95 63 3.91 -6.93 64 36.28 -37.60 69 2.53 -3.44 70 22.58 -18.61 75 0.28 -0.22 76 12.62 -2.91 81 8.04 -11.85 82 50.81 -49.08 87 12.16 -23.49 88 79.08 -80.81 93 13.33 -31.92 94 90.89 -90.44 99 12.38 -36.72 100 89.88 -90.95 105 10.23 -36.43 106 87.22 -87.13 111 10.79 -31.38 112 86.43 -84.78 117 9.62 -22.50 118 72.88 -72.10 123 6.36 -11.15 124 45.08 -41.90 129 0.28 -0.20 130 12.71 -3.53 135 6.00 -8.05 136 40.39 -37.32 141 8.46 -16.18 142 56.98 -61.59 147 17.48 -40.45 148 278.16 -160.98 154 4.68 -11.05 155 48.49 -88.41 161 6.18 -16.20 162 61.74 -90.09 168 6.74 -16.19 169 65.67 -87.78 175 6.56 -13.67 176 65.76 -81.02 182 5.44 -9.61 183 57.83 -66.91 189 3.40 -4.73 190 36.35 -43.89 196 0.07 -0.11 197 4.77 -1.34 203 3.48 -4.99 204 60.02 -41.13 210 5.35 -9.24 211 95.06 -57.54 217 13.02 -25.83 218 378.20 -128.00 225 2.35 -3.11 226 63.44 -94.21 233 2.20 -3.29 234 74.23 -75.14 241 3.35 -6.20 242 111.27 -102.15 250 0.26 -1.83 251 69.95 -35.02 259 0.09 -0.04 260 3.36 -2.91 Reactions - Girder 3 Girder 3 Service Vertical Reactions - k Supp/Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Max Min Dead Impact Impact Governing 1 3 35.54 5.21 55.96 -10.35 0.00 0.00 Steel 8.92 Concrete 26.63 Global x concurrent LL+I rot. 0.0004 -0.0010 deg Global y concurrent LL+I rot. 0.0008 -0.0018 deg 2 31 218.35 18.53 121.54 -24.47 0.00 0.00 Steel 78.10 Concrete 140.25 Global x concurrent LL+I rot. 0.0001 -0.0003 deg Global y concurrent LL+I rot. 0.0004 -0.0005 deg 3 75 244.05 23.62 156.25 -21.31 0.00 0.00 Steel 71.11 Concrete 172.94 Global x concurrent LL+I rot. 0.0001 0.0000 deg Global y concurrent LL+I rot. 0.0004 -0.0003 deg 4 129 293.03 28.37 167.21 -21.98 0.00 0.00 Steel 90.95 Concrete 202.08 Global x concurrent LL+I rot. 0.0000 0.0000 deg Global y concurrent LL+I rot. 0.0001 -0.0002 deg 5 196 298.54 30.40 131.86 -13.01 0.00 0.00 Steel 93.45 Concrete 205.10 Global x concurrent LL+I rot. 0.0001 -0.0001 deg Global y concurrent LL+I rot. 0.0005 -0.0004 deg 6 259 103.06 10.27 76.42 -6.04 0.00 0.00 Steel 31.93 Concrete 71.13 Global x concurrent LL+I rot. 0.0000 -0.0001 deg Global y concurrent LL+I rot. 0.0006 -0.0003 deg Truck Loading 1 3 55.81 -1.57 2 31 107.93 -1.46 3 75 117.84 -1.77 4 129 118.46 -2.37 5 196 100.72 -2.14 6 259 75.90 -0.97 Lane Loading 1 3 45.77 -10.08 2 31 121.54 -24.47 3 75 156.25 -21.31 4 129 167.21 -21.98 5 196 131.86 -13.01 6 259 62.07 -6.04 Fatigue Truck 1 3 110.38 -20.79 2 31 200.33 -33.24 3 75 238.89 -35.65 4 129 238.77 -33.69 5 196 225.05 -26.26 6 259 160.03 -13.52 Support Rotations - Degrees About global axes used in Girder Geometry table Supp/Node Noncomp Dead Superimp Dead LL+I+SDWK Range x-axis y-axis x-axis y-axis x-axis y-axis 1 3 -0.04 0.09 0.00 0.01 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -0.87 0.51 -0.87 0.50 2 31 -0.03 -0.01 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -0.82 -0.55 -0.63 -0.75 3 75 -0.01 0.06 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -0.24 -0.74 -0.86 -0.94 4 129 0.01 -0.02 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -0.16 -1.11 -1.04 -1.05 5 196 0.02 0.07 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -0.82 -1.13 -1.18 -0.77 6 259 -0.04 -0.25 0.00 -0.02 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -0.55 0.33 0.33 -0.55 Noncomp dead end reactions do not include weight of girder extensions. Torsional and flexural rotations - member local axes Supp/Node Noncomp Dead Superimp Dead LL+I+SDWK Range tors flex tors flex tors flex 1 3 -0.06 0.07 0.00 0.01 ( 0.00 to 0.00) ( 0.00 to 0.00) 2 31 -0.02 -0.02 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) 3 75 -0.02 0.05 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) 4 129 0.01 -0.02 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) 5 196 0.04 0.06 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) 6 259 -0.11 -0.23 -0.01 -0.02 ( 0.00 to 0.00) ( 0.00 to 0.00) Noncomp dead end reactions do not include weight of girder extensions. Deflections - Girder 3 Girder 3 Deflections - in Tenth Total Steel Wet Super- Max Max Sidewalk Pt Noncomp Con- imposed LL+I LL+I Down Up Dead crete Dead Down Up 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 0.162 0.042 0.120 0.013 0.107 0.030 0.000 0.000 2 0.281 0.073 0.209 0.023 0.191 0.055 0.000 0.000 3 0.358 0.093 0.265 0.029 0.255 0.077 0.000 0.000 4 0.392 0.103 0.289 0.033 0.299 0.095 0.000 0.000 5 0.369 0.099 0.270 0.031 0.306 0.104 0.000 0.000 6 0.293 0.081 0.212 0.026 0.283 0.106 0.000 0.000 7 0.208 0.059 0.149 0.019 0.234 0.096 0.000 0.000 8 0.105 0.032 0.072 0.011 0.158 0.076 0.000 0.000 9 0.041 0.014 0.027 0.005 0.084 0.044 0.000 0.000 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 0.040 0.006 0.034 0.002 0.136 0.046 0.000 0.000 12 0.137 0.024 0.113 0.008 0.287 0.078 0.000 0.000 13 0.247 0.041 0.206 0.016 0.426 0.097 0.000 0.000 14 0.302 0.041 0.261 0.020 0.507 0.119 0.000 0.000 15 0.285 0.025 0.260 0.020 0.528 0.137 0.000 0.000 16 0.190 -0.004 0.194 0.014 0.484 0.142 0.000 0.000 17 0.065 -0.031 0.097 0.006 0.383 0.130 0.000 0.000 18 -0.028 -0.044 0.016 0.000 0.258 0.102 0.000 0.000 19 -0.062 -0.036 -0.026 -0.003 0.123 0.058 0.000 0.000 20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21 0.283 0.107 0.176 0.018 0.202 0.069 0.000 0.000 22 0.665 0.238 0.427 0.044 0.406 0.111 0.000 0.000 23 1.023 0.357 0.666 0.067 0.577 0.132 0.000 0.000 24 1.263 0.434 0.829 0.083 0.690 0.137 0.000 0.000 25 1.334 0.454 0.881 0.087 0.732 0.129 0.000 0.000 26 1.222 0.413 0.809 0.080 0.692 0.125 0.000 0.000 27 0.950 0.320 0.630 0.061 0.580 0.121 0.000 0.000 28 0.579 0.195 0.385 0.036 0.408 0.102 0.000 0.000 29 0.212 0.072 0.140 0.012 0.203 0.064 0.000 0.000 30 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 31 0.084 0.024 0.059 0.009 0.175 0.068 0.000 0.000 32 0.329 0.103 0.226 0.029 0.344 0.108 0.000 0.000 33 0.568 0.183 0.385 0.048 0.462 0.125 0.000 0.000 34 0.695 0.229 0.466 0.058 0.515 0.123 0.000 0.000 35 0.696 0.233 0.462 0.059 0.524 0.112 0.000 0.000 36 0.573 0.197 0.377 0.050 0.485 0.115 0.000 0.000 37 0.355 0.127 0.228 0.033 0.399 0.111 0.000 0.000 38 0.108 0.046 0.063 0.013 0.278 0.092 0.000 0.000 39 -0.059 -0.012 -0.047 -0.001 0.137 0.057 0.000 0.000 40 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 41 0.347 0.103 0.243 0.022 0.145 0.049 0.000 0.000 42 0.853 0.258 0.595 0.056 0.289 0.082 0.000 0.000 43 1.381 0.421 0.960 0.092 0.410 0.101 0.000 0.000 44 1.791 0.549 1.242 0.120 0.488 0.106 0.000 0.000 45 2.001 0.615 1.385 0.134 0.517 0.102 0.000 0.000 46 1.992 0.614 1.378 0.134 0.492 0.090 0.000 0.000 47 1.764 0.545 1.219 0.119 0.422 0.072 0.000 0.000 48 1.328 0.411 0.917 0.089 0.309 0.051 0.000 0.000 49 0.718 0.222 0.496 0.048 0.164 0.026 0.000 0.000 50 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Influence surfaces for deflection using AASHTO 10.6.4. Impact Factors - Girder 3 Girder 3 Impact Factors Shear Moment,Torsion Reactions Deflections Tenth Truck Lane Truck Lane Truck Lane Pt 0 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 1 1.3000 1.2500 1.2500 1.2000 2 1.3000 1.2500 1.2500 1.2000 3 1.3000 1.2500 1.2500 1.2000 4 1.3000 1.2500 1.2500 1.2000 5 1.3000 1.2500 1.2500 1.2000 6 1.3000 1.2500 1.2500 1.2000 7 1.3000 1.2500 1.2500 1.2000 8 1.3000 1.2500 1.2500 1.2000 9 1.3000 1.2500 1.2500 1.2000 10 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 11 1.3000 1.2500 1.2500 1.2000 12 1.3000 1.2500 1.2500 1.2000 13 1.3000 1.2500 1.2500 1.2000 14 1.3000 1.2500 1.2500 1.2000 15 1.3000 1.2500 1.2500 1.2000 16 1.3000 1.2500 1.2500 1.2000 17 1.3000 1.2500 1.2500 1.2000 18 1.3000 1.2500 1.2500 1.2000 19 1.3000 1.2500 1.2500 1.2000 20 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 21 1.3000 1.2500 1.2500 1.2000 22 1.3000 1.2500 1.2500 1.2000 23 1.3000 1.2500 1.2500 1.2000 24 1.3000 1.2500 1.2500 1.2000 25 1.3000 1.2500 1.2500 1.2000 26 1.3000 1.2500 1.2500 1.2000 27 1.3000 1.2500 1.2500 1.2000 28 1.3000 1.2500 1.2500 1.2000 29 1.3000 1.2500 1.2500 1.2000 30 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 31 1.3000 1.2500 1.2500 1.2000 32 1.3000 1.2500 1.2500 1.2000 33 1.3000 1.2500 1.2500 1.2000 34 1.3000 1.2500 1.2500 1.2000 35 1.3000 1.2500 1.2500 1.2000 36 1.3000 1.2500 1.2500 1.2000 37 1.3000 1.2500 1.2500 1.2000 38 1.3000 1.2500 1.2500 1.2000 39 1.3000 1.2500 1.2500 1.2000 40 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 41 1.3000 1.2500 1.2500 1.2000 42 1.3000 1.2500 1.2500 1.2000 43 1.3000 1.2500 1.2500 1.2000 44 1.3000 1.2500 1.2500 1.2000 45 1.3000 1.2500 1.2500 1.2000 46 1.3000 1.2500 1.2500 1.2000 47 1.3000 1.2500 1.2500 1.2000 48 1.3000 1.2500 1.2500 1.2000 49 1.3000 1.2500 1.2500 1.2000 50 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 Shear - Girder 4 Girder 4 Service Shear - k Tenth Noncomp Super- Live+ Range Sidewalk Pt Dead Imposed Impact Dead Pos Neg 0 134.66 13.10 118.10 136.59 0.00 0.00 1 121.53 11.56 113.70 131.69 0.00 0.00 2 107.79 10.02 109.70 131.04 0.00 0.00 3 34.91 3.76 61.34 81.96 0.00 0.00 4 19.97 2.22 83.68 129.69 0.00 0.00 5 -9.03 -0.52 -45.24 88.67 0.00 0.00 6 -71.63 -6.47 -96.63 150.04 0.00 0.00 7 -84.37 -8.01 -75.68 100.43 0.00 0.00 8 -97.73 -9.55 -104.41 122.51 0.00 0.00 9 -62.58 -6.79 -72.74 85.89 0.00 0.00 10 -77.12 -8.34 -86.54 93.63 0.00 0.00 Concurrent Moment 0 1.67 1 912.92 2 1606.62 3 1823.45 4 1791.66 5 1458.33 6 980.46 7 279.66 8 257.00 9 170.60 10 -0.19 10R 0.00 Moment - Girder 4 Girder 4 Service Moment - k-ft Tenth Noncomp Super- Max Min Sidewalk Pt Dead Imposed Live+ Live+ Max Min Dead Impact Impact 0 1.40 0.14 1.91 -0.48 0.00 0.00 1 1131.11 108.86 937.53 -145.39 0.00 0.00 2 2138.72 204.00 1703.07 -290.41 0.00 0.00 3 2509.91 243.86 2056.35 -304.20 0.00 0.00 4 2748.74 270.18 2245.93 -318.83 0.00 0.00 5 2732.06 272.42 2310.93 -280.82 0.00 0.00 6 2601.39 261.05 2133.15 -244.47 0.00 0.00 7 1914.29 197.19 1638.70 -173.80 0.00 0.00 8 1108.05 119.71 1064.28 -114.89 0.00 0.00 9 618.78 66.70 635.95 -57.51 0.00 0.00 10 0.06 0.03 1.05 -0.79 0.00 0.00 Concurrent Shear 0 105.46 18.85 1 112.86 -4.45 2 104.51 -6.97 3 54.58 0.35 4 35.69 -3.82 5 20.55 4.23 6 30.98 36.42 7 51.90 36.81 8 82.77 43.68 9 65.44 30.18 10 40.71 35.63 Service Max Moment Contribution by Lane 1 0 1.91 1 937.53 2 1703.07 3 2056.35 4 2245.93 5 2310.93 6 2133.15 7 1638.70 8 1064.28 9 635.95 10 1.05 11 0.00 12 0.00 13 0.00 14 0.00 15 0.00 16 0.00 17 0.00 18 0.00 19 0.00 20 0.00 21 0.00 22 0.00 23 0.00 24 0.00 25 0.00 26 0.00 27 0.00 28 0.00 29 0.00 30 0.00 31 0.00 32 0.00 33 0.00 34 0.00 35 0.00 36 0.00 37 0.00 38 0.00 39 0.00 40 0.00 41 0.00 42 0.00 43 0.00 44 0.00 45 0.00 46 0.00 47 0.00 48 0.00 49 0.00 50 0.00 Service Min Moment Contribution by Lane 1 0 -0.48 1 -145.39 2 -290.41 3 -304.20 4 -318.83 5 -280.82 6 -244.47 7 -173.80 8 -114.89 9 -57.51 10 -0.79 11 0.00 12 0.00 13 0.00 14 0.00 15 0.00 16 0.00 17 0.00 18 0.00 19 0.00 20 0.00 21 0.00 22 0.00 23 0.00 24 0.00 25 0.00 26 0.00 27 0.00 28 0.00 29 0.00 30 0.00 31 0.00 32 0.00 33 0.00 34 0.00 35 0.00 36 0.00 37 0.00 38 0.00 39 0.00 40 0.00 41 0.00 42 0.00 43 0.00 44 0.00 45 0.00 46 0.00 47 0.00 48 0.00 49 0.00 50 0.00 (Apply multipresence factors for optimal combination.) Torque - Girder 4 Girder 4 Service Torque - k-ft Tenth Noncomp Super- Max Range Sidewalk Pt Dead Imposed Live+ Dead Impact 0 -0.20 -0.12 -4.46 6.98 0.00 1 -0.20 -0.12 -4.46 6.98 0.00 2 -0.20 -0.12 -4.46 6.99 0.00 3 0.33 0.15 4.47 7.51 0.00 4 0.33 0.15 4.47 7.51 0.00 5 0.11 0.06 5.32 10.10 0.00 6 0.11 0.06 5.32 10.10 0.00 7 0.60 0.25 7.00 11.83 0.00 8 0.60 0.25 7.00 11.80 0.00 9 -0.45 -0.18 -5.25 9.42 0.00 10 -0.45 -0.18 -5.25 9.42 0.00 Sign convention Positive torque - clockwise twist looking from left abutment toward right Torque - Fatigue Truck - Girder 4 Girder 4 Fatigue Truck Service Torque - k-ft Tenth Max Torque Range 0 -0.43 0.62 1 -0.43 0.62 2 -0.43 0.62 3 0.23 0.23 4 0.23 0.23 5 0.77 0.77 6 0.78 0.78 7 -0.51 0.53 8 -0.51 0.53 9 -0.27 0.28 10 -0.27 0.28 Sign convention Positive torque - clockwise twist looking from left abutment toward right Bracing Shear - Girder 4 Girder 4 Service Bracing Shear - k Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Dead Impact Impact 218 -93.44 -8.91 13.34 -88.18 0.00 226 37.58 3.20 37.62 -16.89 0.00 234 7.10 0.69 17.61 -13.68 0.00 242 43.46 4.21 54.10 -7.91 0.00 251 -41.86 -3.50 12.14 -33.19 0.00 260 -0.02 0.02 1.08 -0.79 0.00 Sign convention Positive shear - upward on end of brace Concurrent Moment 218 -146.57 442.76 226 -76.56 69.44 234 -52.05 90.92 242 -16.43 90.21 251 -24.18 90.92 260 -2.74 2.70 Bracing Moment - Girder 4 Girder 4 Service Bracing Moment - k-ft Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Dead Impact Impact 218 433.43 40.43 469.58 -155.65 0.00 219 63.80 5.19 229.98 -165.71 0.00 226 -119.49 -9.27 87.70 -124.26 0.00 227 119.14 11.03 156.70 -68.36 0.00 234 -34.87 -2.62 95.95 -89.02 0.00 235 27.23 3.40 110.60 -60.81 0.00 242 -30.85 -1.24 141.46 -132.55 0.00 243 107.30 12.14 263.44 -124.27 0.00 251 78.86 7.49 93.36 -41.77 0.00 252 -154.32 -12.02 28.37 -85.99 0.00 260 0.00 -0.10 2.88 -4.27 0.00 261 -0.19 0.06 3.82 -2.87 0.00 Sign convention Positive moment - upward part of brace is in compression Concurrent Shear 218 -75.83 11.48 219 23.22 38.25 226 -16.45 35.76 227 -32.09 11.65 234 -11.48 15.66 235 -13.88 9.58 242 10.55 17.53 243 -46.95 1.99 251 -32.30 11.32 252 -10.90 31.67 260 -0.77 1.07 261 -1.06 0.77 Max Min LL+I LL+I Mom Mom Fat Trk Fat Trk 218 12.97 -24.33 219 186.97 -133.79 226 6.33 -15.15 227 126.22 -53.94 234 5.12 -12.99 235 81.97 -48.49 242 4.43 -11.16 243 208.74 -100.58 251 1.30 -0.53 252 20.72 -69.29 260 0.11 -0.10 261 3.14 -2.25 Reactions - Girder 4 Girder 4 Service Vertical Reactions - k Supp/Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Max Min Dead Impact Impact Governing 1 260 77.31 8.35 87.19 -7.50 0.00 0.00 Steel 24.79 Concrete 52.53 Global x concurrent LL+I rot. 0.0000 -0.0001 deg Global y concurrent LL+I rot. 0.0006 -0.0001 deg Truck Loading 1 260 86.34 -1.10 Lane Loading 1 260 73.66 -7.50 Fatigue Truck 1 260 259.48 -37.74 Support Rotations - Degrees About global axes used in Girder Geometry table Supp/Node Noncomp Dead Superimp Dead LL+I+SDWK Range x-axis y-axis x-axis y-axis x-axis y-axis Noncomp dead end reactions do not include weight of girder extensions. Torsional and flexural rotations - member local axes Supp/Node Noncomp Dead Superimp Dead LL+I+SDWK Range tors flex tors flex tors flex Noncomp dead end reactions do not include weight of girder extensions. Deflections - Girder 4 Girder 4 Deflections - in Tenth Total Steel Wet Super- Max Max Sidewalk Pt Noncomp Con- imposed LL+I LL+I Down Up Dead crete Dead Down Up 0 1.742 0.539 1.202 0.118 0.760 0.129 0.000 0.000 1 1.884 0.585 1.299 0.127 0.788 0.125 0.000 0.000 2 1.963 0.611 1.352 0.132 0.799 0.119 0.000 0.000 3 1.979 0.617 1.362 0.133 0.788 0.111 0.000 0.000 4 1.932 0.604 1.329 0.131 0.759 0.101 0.000 0.000 5 1.786 0.559 1.227 0.121 0.696 0.088 0.000 0.000 6 1.552 0.487 1.066 0.105 0.601 0.073 0.000 0.000 7 1.244 0.390 0.853 0.085 0.479 0.057 0.000 0.000 8 0.855 0.269 0.587 0.058 0.328 0.038 0.000 0.000 9 0.448 0.141 0.307 0.031 0.171 0.020 0.000 0.000 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Influence surfaces for deflection using AASHTO 10.6.4. Impact Factors - Girder 4 Girder 4 Impact Factors Shear Moment,Torsion Reactions Deflections Tenth Truck Lane Truck Lane Truck Lane Pt 0 1.3000 1.2500 1.2500 1.2000 1 1.3000 1.2500 1.2500 1.2000 2 1.3000 1.2500 1.2500 1.2000 3 1.3000 1.2500 1.2500 1.2000 4 1.3000 1.2500 1.2500 1.2000 5 1.3000 1.2500 1.2500 1.2000 6 1.3000 1.2500 1.2500 1.2000 7 1.3000 1.2500 1.2500 1.2000 8 1.3000 1.2500 1.2500 1.2000 9 1.3000 1.2500 1.2500 1.2000 10 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 Shear - Girder 5 Girder 5 Service Shear - k Tenth Noncomp Super- Live+ Range Sidewalk Pt Dead Imposed Impact Dead Pos Neg 0 59.20 5.90 57.88 64.24 0.00 0.00 1 54.61 5.29 56.35 62.61 0.00 0.00 2 49.92 4.68 52.05 58.79 0.00 0.00 3 45.14 4.07 47.62 60.13 0.00 0.00 4 40.26 3.46 42.65 58.72 0.00 0.00 5 35.29 -2.85 -44.72 65.90 0.00 0.00 6 -39.61 -3.46 -42.14 60.42 0.00 0.00 7 -44.78 -4.07 -50.09 64.33 0.00 0.00 8 -50.03 -4.68 -55.38 66.68 0.00 0.00 9 -55.39 -5.29 -62.62 71.16 0.00 0.00 10 -60.84 -5.90 -60.39 66.61 0.00 0.00 Concurrent Moment 0 -0.11 1 184.13 2 334.65 3 473.21 4 534.37 5 153.33 6 134.09 7 190.35 8 145.36 9 70.51 10 0.00 10R 0.00 Moment - Girder 5 Girder 5 Service Moment - k-ft Tenth Noncomp Super- Max Min Sidewalk Pt Dead Imposed Live+ Live+ Max Min Dead Impact Impact 0 0.32 0.02 0.27 -0.28 0.00 0.00 1 199.11 19.55 184.33 -19.42 0.00 0.00 2 381.69 36.95 345.57 -38.96 0.00 0.00 3 547.73 52.22 474.03 -58.50 0.00 0.00 4 696.89 65.35 563.00 -78.04 0.00 0.00 5 829.25 76.40 641.61 -97.64 0.00 0.00 6 699.89 65.39 576.50 -78.14 0.00 0.00 7 552.53 52.24 488.99 -58.60 0.00 0.00 8 386.98 36.95 363.39 -39.06 0.00 0.00 9 202.89 19.54 196.24 -19.52 0.00 0.00 10 0.00 0.00 0.00 0.00 0.00 0.00 Concurrent Shear 0 32.28 40.97 1 56.24 0.12 2 51.15 0.15 3 46.21 0.15 4 41.18 0.15 5 37.88 10.97 6 35.33 8.88 7 43.15 8.87 8 48.28 8.87 9 29.12 8.84 10 8.98 31.86 Service Max Moment Contribution by Lane 1 0 0.27 1 184.33 2 345.57 3 474.03 4 563.00 5 641.61 6 576.50 7 488.99 8 363.39 9 196.24 10 0.00 11 0.00 12 0.00 13 0.00 14 0.00 15 0.00 16 0.00 17 0.00 18 0.00 19 0.00 20 0.00 21 0.00 22 0.00 23 0.00 24 0.00 25 0.00 26 0.00 27 0.00 28 0.00 29 0.00 30 0.00 31 0.00 32 0.00 33 0.00 34 0.00 35 0.00 36 0.00 37 0.00 38 0.00 39 0.00 40 0.00 41 0.00 42 0.00 43 0.00 44 0.00 45 0.00 46 0.00 47 0.00 48 0.00 49 0.00 50 0.00 Service Min Moment Contribution by Lane 1 0 -0.28 1 -19.42 2 -38.96 3 -58.50 4 -78.04 5 -97.64 6 -78.14 7 -58.60 8 -39.06 9 -19.52 10 0.00 11 0.00 12 0.00 13 0.00 14 0.00 15 0.00 16 0.00 17 0.00 18 0.00 19 0.00 20 0.00 21 0.00 22 0.00 23 0.00 24 0.00 25 0.00 26 0.00 27 0.00 28 0.00 29 0.00 30 0.00 31 0.00 32 0.00 33 0.00 34 0.00 35 0.00 36 0.00 37 0.00 38 0.00 39 0.00 40 0.00 41 0.00 42 0.00 43 0.00 44 0.00 45 0.00 46 0.00 47 0.00 48 0.00 49 0.00 50 0.00 (Apply multipresence factors for optimal combination.) Torque - Girder 5 Girder 5 Service Torque - k-ft Tenth Noncomp Super- Max Range Sidewalk Pt Dead Imposed Live+ Dead Impact 0 0.12 0.06 5.17 9.57 0.00 1 0.12 0.06 5.17 9.57 0.00 2 0.12 0.06 5.17 9.58 0.00 3 0.12 0.06 5.17 9.57 0.00 4 0.12 0.06 5.17 9.57 0.00 5 0.12 0.06 5.17 9.57 0.00 6 -0.17 -0.08 -5.15 9.59 0.00 7 -0.17 -0.08 -5.15 9.59 0.00 8 -0.17 -0.08 -5.15 9.59 0.00 9 -0.17 -0.08 -5.15 9.59 0.00 10 -0.17 -0.08 -5.15 9.59 0.00 Sign convention Positive torque - clockwise twist looking from left abutment toward right Torque - Fatigue Truck - Girder 5 Girder 5 Fatigue Truck Service Torque - k-ft Tenth Max Torque Range 0 0.14 0.14 1 0.14 0.14 2 0.14 0.14 3 0.14 0.14 4 0.14 0.14 5 0.14 0.14 6 -0.25 0.25 7 -0.25 0.25 8 -0.25 0.25 9 -0.25 0.25 10 -0.25 0.25 Sign convention Positive torque - clockwise twist looking from left abutment toward right Bracing Shear - Girder 5 Girder 5 Service Bracing Shear - k Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Dead Impact Impact 243 -16.73 -1.69 12.47 -30.04 0.00 252 27.51 2.19 19.38 -6.42 0.00 261 0.07 0.00 1.12 -1.19 0.00 Sign convention Positive shear - upward on end of brace Concurrent Moment 243 -7.13 196.06 252 -39.97 27.28 261 -3.18 3.54 Bracing Moment - Girder 5 Girder 5 Service Bracing Moment - k-ft Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Dead Impact Impact 243 107.15 12.08 261.68 -124.04 0.00 244 -26.10 -1.38 141.41 -125.39 0.00 252 -154.27 -11.90 27.75 -83.17 0.00 253 64.96 5.58 76.52 -36.28 0.00 261 -0.36 -0.02 3.75 -3.94 0.00 262 0.16 -0.05 4.37 -4.93 0.00 Sign convention Positive moment - upward part of brace is in compression Concurrent Shear 243 -23.25 3.89 244 -2.83 10.14 252 -6.17 18.83 253 -18.38 5.58 261 -1.15 1.10 262 -1.09 1.14 Max Min LL+I LL+I Mom Mom Fat Trk Fat Trk 243 7.50 -18.57 244 105.84 -100.02 252 1.74 -5.87 253 58.24 -26.67 261 0.20 -0.14 262 3.60 -4.08 Reactions - Girder 5 Girder 5 Service Vertical Reactions - k Supp/Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Max Min Dead Impact Impact Governing 1 261 61.19 5.88 61.27 -6.32 0.00 0.00 Steel 20.52 Concrete 40.67 Global x concurrent LL+I rot. 0.0000 -0.0001 deg Global y concurrent LL+I rot. 0.0005 -0.0001 deg Truck Loading 1 261 60.88 -0.67 Lane Loading 1 261 50.53 -6.32 Fatigue Truck 1 261 301.81 -41.73 Support Rotations - Degrees About global axes used in Girder Geometry table Supp/Node Noncomp Dead Superimp Dead LL+I+SDWK Range x-axis y-axis x-axis y-axis x-axis y-axis Noncomp dead end reactions do not include weight of girder extensions. Torsional and flexural rotations - member local axes Supp/Node Noncomp Dead Superimp Dead LL+I+SDWK Range tors flex tors flex tors flex Noncomp dead end reactions do not include weight of girder extensions. Deflections - Girder 5 Girder 5 Deflections - in Tenth Total Steel Wet Super- Max Max Sidewalk Pt Noncomp Con- imposed LL+I LL+I Down Up Dead crete Dead Down Up 0 1.551 0.487 1.064 0.106 0.607 0.073 0.000 0.000 1 1.409 0.442 0.966 0.096 0.550 0.066 0.000 0.000 2 1.263 0.397 0.866 0.086 0.493 0.059 0.000 0.000 3 1.115 0.351 0.764 0.076 0.434 0.051 0.000 0.000 4 0.964 0.303 0.661 0.065 0.375 0.044 0.000 0.000 5 0.810 0.255 0.555 0.055 0.314 0.037 0.000 0.000 6 0.654 0.206 0.448 0.044 0.253 0.030 0.000 0.000 7 0.494 0.156 0.339 0.034 0.191 0.022 0.000 0.000 8 0.332 0.105 0.228 0.023 0.128 0.015 0.000 0.000 9 0.168 0.053 0.115 0.011 0.065 0.007 0.000 0.000 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Influence surfaces for deflection using AASHTO 10.6.4. Impact Factors - Girder 5 Girder 5 Impact Factors Shear Moment,Torsion Reactions Deflections Tenth Truck Lane Truck Lane Truck Lane Pt 0 1.3000 1.2500 1.2500 1.2000 1 1.3000 1.2500 1.2500 1.2000 2 1.3000 1.2500 1.2500 1.2000 3 1.3000 1.2500 1.2500 1.2000 4 1.3000 1.2500 1.2500 1.2000 5 1.3000 1.2500 1.2500 1.2000 6 1.3000 1.2500 1.2500 1.2000 7 1.3000 1.2500 1.2500 1.2000 8 1.3000 1.2500 1.2500 1.2000 9 1.3000 1.2500 1.2500 1.2000 10 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 Shear - Girder 6 Girder 6 Service Shear - k Tenth Noncomp Super- Live+ Range Sidewalk Pt Dead Imposed Impact Dead Pos Neg 0 88.19 9.66 108.39 144.14 0.00 0.00 1 73.20 7.78 98.71 133.60 0.00 0.00 2 15.72 2.00 46.28 63.96 0.00 0.00 3 -10.54 -0.84 41.33 75.33 0.00 0.00 4 -26.27 -2.72 -43.46 75.13 0.00 0.00 5 -45.60 -4.70 -51.21 85.32 0.00 0.00 6 -65.81 -6.71 -58.41 92.33 0.00 0.00 7 -82.20 -8.59 -69.28 92.68 0.00 0.00 8 -102.32 -10.62 -77.29 102.49 0.00 0.00 9 -118.57 -12.33 -89.73 112.36 0.00 0.00 10 -135.76 -14.21 -95.98 112.30 0.00 0.00 10R 168.50 16.81 95.58 95.58 0.00 0.00 11 145.11 16.81 100.44 113.20 0.00 0.00 12 126.90 12.72 106.51 126.61 0.00 0.00 13 109.85 11.19 82.11 111.90 0.00 0.00 14 -1.51 0.42 -57.93 103.66 0.00 0.00 15 24.47 2.23 59.95 115.52 0.00 0.00 16 1.55 -0.21 -43.75 85.09 0.00 0.00 17 -17.99 -1.85 -45.47 80.46 0.00 0.00 18 -66.99 -6.41 -59.01 89.91 0.00 0.00 19 -58.26 -6.16 -53.86 73.08 0.00 0.00 20 -81.72 -8.61 -70.92 77.45 0.00 0.00 Concurrent Moment 0 7.73 1 2498.96 2 1232.60 3 729.19 4 838.30 5 734.77 6 337.47 7 344.02 8 301.12 9 150.60 10 131.78 10R -310.99 11 231.53 12 1057.82 13 1544.27 14 816.84 15 935.86 16 1143.21 17 804.65 18 324.31 19 217.66 20 0.00 20R 0.00 Moment - Girder 6 Girder 6 Service Moment - k-ft Tenth Noncomp Super- Max Min Sidewalk Pt Dead Imposed Live+ Live+ Max Min Dead Impact Impact 0 -0.33 -0.05 0.56 -0.91 0.00 0.00 1 868.09 93.75 969.21 -350.01 0.00 0.00 2 1309.29 143.00 1452.00 -538.56 0.00 0.00 3 1376.76 152.72 1593.05 -613.39 0.00 0.00 4 1178.95 133.53 1565.42 -647.86 0.00 0.00 5 783.90 93.36 1448.12 -679.75 0.00 0.00 6 191.51 32.25 1251.09 -712.94 0.00 0.00 7 -604.54 -50.00 979.20 -775.30 0.00 0.00 8 -1612.07 -153.95 643.38 -1003.33 0.00 0.00 9 -2802.13 -277.50 383.64 -1444.51 0.00 0.00 10 -4170.55 -420.23 318.08 -2126.16 0.00 0.00 11 -1977.92 -202.36 610.00 -1236.55 0.00 0.00 12 -58.70 -10.30 1278.10 -881.25 0.00 0.00 13 1585.76 156.65 1844.50 -770.01 0.00 0.00 14 2650.77 266.91 1982.70 -661.75 0.00 0.00 15 2486.74 255.76 1663.15 -459.29 0.00 0.00 16 2670.26 269.84 1693.35 -373.25 0.00 0.00 17 2560.10 258.22 1609.34 -290.46 0.00 0.00 18 1965.89 200.50 1286.08 -191.68 0.00 0.00 19 978.29 103.22 777.67 -83.76 0.00 0.00 20 0.00 0.00 0.00 0.00 0.00 0.00 Concurrent Shear 0 94.45 24.14 1 80.70 -34.89 2 38.09 -17.69 3 23.60 -31.33 4 -22.30 37.88 5 18.88 47.08 6 30.44 56.13 7 39.59 63.83 8 34.83 72.97 9 24.65 87.31 10 -15.82 95.39 11 96.36 -10.90 12 83.39 -20.10 13 11.60 -4.19 14 13.83 25.36 15 22.17 -25.94 16 -26.04 13.90 17 28.42 12.05 18 37.89 22.30 19 7.53 23.33 20 31.18 23.97 Service Max Moment Contribution by Lane 1 0 0.56 1 969.21 2 1452.00 3 1593.05 4 1565.42 5 1448.12 6 1251.09 7 979.20 8 643.38 9 383.64 10 318.08 11 610.00 12 1278.10 13 1844.50 14 1982.70 15 1663.15 16 1693.35 17 1609.34 18 1286.08 19 777.67 20 0.00 21 0.00 22 0.00 23 0.00 24 0.00 25 0.00 26 0.00 27 0.00 28 0.00 29 0.00 30 0.00 31 0.00 32 0.00 33 0.00 34 0.00 35 0.00 36 0.00 37 0.00 38 0.00 39 0.00 40 0.00 41 0.00 42 0.00 43 0.00 44 0.00 45 0.00 46 0.00 47 0.00 48 0.00 49 0.00 50 0.00 Service Min Moment Contribution by Lane 1 0 -0.91 1 -350.01 2 -538.56 3 -613.39 4 -647.86 5 -679.75 6 -712.94 7 -775.30 8 -1003.33 9 -1444.51 10 -2126.16 11 -1236.55 12 -881.25 13 -770.01 14 -661.75 15 -459.29 16 -373.25 17 -290.46 18 -191.68 19 -83.76 20 0.00 21 0.00 22 0.00 23 0.00 24 0.00 25 0.00 26 0.00 27 0.00 28 0.00 29 0.00 30 0.00 31 0.00 32 0.00 33 0.00 34 0.00 35 0.00 36 0.00 37 0.00 38 0.00 39 0.00 40 0.00 41 0.00 42 0.00 43 0.00 44 0.00 45 0.00 46 0.00 47 0.00 48 0.00 49 0.00 50 0.00 (Apply multipresence factors for optimal combination.) Torque - Girder 6 Girder 6 Service Torque - k-ft Tenth Noncomp Super- Max Range Sidewalk Pt Dead Imposed Live+ Dead Impact 0 0.01 0.05 4.21 7.93 0.00 1 0.01 0.05 4.21 7.93 0.00 2 -0.22 -0.09 -3.68 6.45 0.00 3 -0.01 -0.01 -3.61 7.19 0.00 4 -0.01 -0.01 -3.61 7.19 0.00 5 0.11 0.03 4.84 9.05 0.00 6 0.15 0.06 6.12 11.37 0.00 7 0.15 0.06 6.12 11.38 0.00 8 0.11 0.03 7.71 14.71 0.00 9 0.09 0.02 8.64 16.92 0.00 10 0.09 0.02 8.64 16.92 0.00 10R 0.00 0.07 -1.01 1.89 0.00 11 0.14 0.07 8.14 15.82 0.00 12 0.18 0.09 5.80 11.39 0.00 13 0.06 0.05 4.42 8.62 0.00 14 -0.51 -0.23 -7.18 10.22 0.00 15 -0.51 -0.23 -7.18 10.22 0.00 16 0.14 0.07 -3.02 6.02 0.00 17 0.10 0.05 5.22 9.23 0.00 18 -0.45 -0.21 4.23 8.38 0.00 19 0.33 0.13 6.45 10.48 0.00 20 0.33 0.13 6.45 10.48 0.00 Sign convention Positive torque - clockwise twist looking from left abutment toward right Torque - Fatigue Truck - Girder 6 Girder 6 Fatigue Truck Service Torque - k-ft Tenth Max Torque Range 0 0.23 0.43 1 0.23 0.43 2 -0.24 0.31 3 0.18 0.29 4 0.18 0.29 5 0.21 0.32 6 0.19 0.26 7 0.19 0.26 8 0.22 0.35 9 -0.26 0.36 10 -0.26 0.36 10R -0.27 0.27 11 -0.27 0.27 12 -0.21 0.31 13 -1.12 1.28 14 0.76 0.80 15 0.76 0.80 16 0.51 0.55 17 -0.65 0.67 18 0.71 0.71 19 0.37 0.37 20 0.37 0.37 Sign convention Positive torque - clockwise twist looking from left abutment toward right Bracing Shear - Girder 6 Girder 6 Service Bracing Shear - k Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Dead Impact Impact 148 -23.78 -2.80 15.79 -34.13 0.00 155 6.69 0.30 14.19 -10.58 0.00 162 1.30 -0.21 13.09 -11.67 0.00 169 0.21 -0.30 13.13 -12.14 0.00 176 1.68 -0.11 13.53 -11.77 0.00 183 3.98 0.21 12.87 -10.56 0.00 190 2.23 0.15 8.82 -7.15 0.00 197 -1.19 -0.11 0.20 -0.68 0.00 204 -3.31 -0.34 8.22 -10.10 0.00 211 -5.71 -0.58 11.03 -15.21 0.00 219 -5.35 -0.59 20.78 -24.90 0.00 227 -9.31 -1.05 11.70 -17.69 0.00 235 1.85 -0.12 11.73 -12.80 0.00 244 7.58 0.43 17.47 -15.55 0.00 253 -5.24 -0.49 7.70 -10.40 0.00 262 -0.06 -0.01 1.17 -1.07 0.00 Sign convention Positive shear - upward on end of brace Concurrent Moment 148 -133.94 307.13 155 -57.16 74.93 162 -95.94 101.68 169 -94.22 96.91 176 -78.98 86.83 183 -46.51 61.52 190 -28.23 30.45 197 -0.30 3.84 204 -15.86 65.94 211 -33.08 107.16 219 -129.96 200.90 227 -58.09 147.64 235 -47.01 108.65 244 -82.22 133.60 253 -17.04 71.64 262 -3.90 4.24 Bracing Moment - Girder 6 Girder 6 Service Bracing Moment - k-ft Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Dead Impact Impact 148 210.88 23.89 354.59 -220.52 0.00 149 -22.81 -3.57 186.30 -197.78 0.00 155 -48.52 -2.58 79.75 -97.92 0.00 156 17.22 0.38 107.35 -95.94 0.00 162 -17.54 0.43 103.76 -108.02 0.00 163 -4.74 -1.61 106.93 -99.72 0.00 169 -15.25 0.75 108.34 -110.72 0.00 170 -13.18 -2.23 104.85 -100.68 0.00 176 -26.04 -0.52 101.72 -107.34 0.00 177 -9.57 -1.57 99.25 -93.54 0.00 183 -37.31 -2.18 83.45 -95.30 0.00 184 1.84 -0.13 83.63 -78.07 0.00 190 -21.46 -1.40 48.43 -61.00 0.00 191 0.43 0.03 52.38 -50.12 0.00 197 10.69 1.03 4.81 -0.75 0.00 198 -1.01 -0.08 2.08 -2.14 0.00 204 35.73 3.16 78.08 -56.08 0.00 205 3.21 -0.16 59.04 -58.11 0.00 211 61.10 5.28 126.91 -77.16 0.00 212 4.95 -0.43 98.91 -88.11 0.00 219 65.73 5.60 221.36 -154.53 0.00 220 13.11 -0.17 111.02 -90.92 0.00 227 117.20 10.61 156.71 -72.44 0.00 228 25.68 0.29 115.58 -96.47 0.00 235 28.54 3.54 116.52 -63.07 0.00 236 46.70 2.40 118.56 -87.25 0.00 244 -26.77 -1.24 137.32 -119.33 0.00 245 47.76 2.97 106.90 -71.22 0.00 253 64.26 5.26 76.32 -40.80 0.00 254 12.75 0.41 64.22 -56.56 0.00 262 0.49 0.08 4.57 -4.54 0.00 263 -0.11 0.01 6.03 -4.88 0.00 Sign convention Positive moment - upward part of brace is in compression Concurrent Shear 148 -31.54 13.34 149 -5.68 29.73 155 -7.32 14.13 156 -11.42 9.51 162 -10.31 12.50 163 -9.35 10.51 169 -10.99 12.07 170 -9.99 10.79 176 -10.00 11.62 177 -10.15 9.44 183 -8.37 11.29 184 -9.28 8.47 190 -4.74 8.33 191 -5.54 5.64 197 -0.67 0.18 198 -0.18 0.61 204 -7.79 7.76 205 -5.11 9.35 211 -12.54 9.80 212 -8.98 13.52 219 -22.19 20.50 220 -13.37 22.72 227 -15.65 11.18 228 -10.56 7.16 235 -11.02 10.44 236 -10.19 5.20 244 -14.74 16.49 245 -14.78 12.22 253 -9.75 7.16 254 -6.65 10.03 262 -1.06 1.13 263 -1.15 1.02 Max Min LL+I LL+I Mom Mom Fat Trk Fat Trk 148 21.29 -51.69 149 141.04 -155.70 155 9.66 -31.00 156 84.06 -72.80 162 8.15 -32.90 163 80.42 -75.23 169 8.90 -31.44 170 79.87 -79.85 176 9.41 -26.69 177 75.24 -75.24 183 8.58 -19.02 184 65.16 -61.49 190 5.60 -9.36 191 40.78 -38.57 197 0.12 -0.30 198 1.50 -1.46 204 6.40 -9.69 205 46.16 -44.59 211 9.78 -20.09 212 79.48 -70.16 219 8.95 -25.51 220 89.56 -71.84 227 9.33 -31.83 228 94.59 -78.52 235 7.49 -30.75 236 96.32 -69.83 244 4.34 -23.05 245 86.22 -54.85 253 2.73 -14.09 254 50.52 -42.92 262 0.48 -1.18 263 4.80 -4.08 Reactions - Girder 6 Girder 6 Service Vertical Reactions - k Supp/Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Max Min Dead Impact Impact Governing 1 197 295.66 30.11 158.78 -16.19 0.00 0.00 Steel 92.68 Concrete 202.98 Global x concurrent LL+I rot. 0.0000 0.0000 deg Global y concurrent LL+I rot. 0.0003 -0.0002 deg 2 262 81.88 8.60 71.45 -6.90 0.00 0.00 Steel 25.93 Concrete 55.96 Global x concurrent LL+I rot. 0.0000 -0.0001 deg Global y concurrent LL+I rot. 0.0004 -0.0002 deg Truck Loading 1 197 118.65 -2.38 2 262 70.42 -0.77 Lane Loading 1 197 158.78 -16.19 2 262 61.03 -6.90 Fatigue Truck 1 197 391.78 -50.54 2 262 288.02 -39.83 Support Rotations - Degrees About global axes used in Girder Geometry table Supp/Node Noncomp Dead Superimp Dead LL+I+SDWK Range x-axis y-axis x-axis y-axis x-axis y-axis 2 197 -0.04 -0.24 0.00 -0.02 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -0.42 0.28 0.28 -0.43 Noncomp dead end reactions do not include weight of girder extensions. Torsional and flexural rotations - member local axes Supp/Node Noncomp Dead Superimp Dead LL+I+SDWK Range tors flex tors flex tors flex 2 197 -0.07 -0.23 -0.01 -0.02 ( 0.00 to 0.00) ( 0.00 to 0.00) Noncomp dead end reactions do not include weight of girder extensions. Deflections - Girder 6 Girder 6 Deflections - in Tenth Total Steel Wet Super- Max Max Sidewalk Pt Noncomp Con- imposed LL+I LL+I Down Up Dead crete Dead Down Up 0 0.587 0.186 0.400 0.049 0.566 0.143 0.000 0.000 1 0.684 0.221 0.463 0.057 0.614 0.145 0.000 0.000 2 0.730 0.239 0.491 0.060 0.644 0.144 0.000 0.000 3 0.721 0.239 0.482 0.060 0.652 0.140 0.000 0.000 4 0.643 0.216 0.428 0.054 0.624 0.145 0.000 0.000 5 0.511 0.174 0.337 0.044 0.566 0.145 0.000 0.000 6 0.337 0.118 0.219 0.031 0.479 0.139 0.000 0.000 7 0.154 0.058 0.095 0.016 0.369 0.123 0.000 0.000 8 0.009 0.010 -0.001 0.004 0.247 0.096 0.000 0.000 9 -0.061 -0.016 -0.045 -0.002 0.119 0.055 0.000 0.000 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 0.345 0.104 0.240 0.022 0.178 0.060 0.000 0.000 12 0.854 0.262 0.592 0.057 0.358 0.101 0.000 0.000 13 1.389 0.430 0.959 0.093 0.508 0.122 0.000 0.000 14 1.801 0.560 1.240 0.122 0.600 0.130 0.000 0.000 15 1.995 0.623 1.372 0.135 0.625 0.126 0.000 0.000 16 1.974 0.618 1.356 0.134 0.599 0.112 0.000 0.000 17 1.738 0.545 1.193 0.118 0.516 0.091 0.000 0.000 18 1.297 0.407 0.890 0.088 0.378 0.063 0.000 0.000 19 0.691 0.217 0.474 0.047 0.198 0.033 0.000 0.000 20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Influence surfaces for deflection using AASHTO 10.6.4. Impact Factors - Girder 6 Girder 6 Impact Factors Shear Moment,Torsion Reactions Deflections Tenth Truck Lane Truck Lane Truck Lane Pt 0 1.3000 1.2500 1.2500 1.2000 1 1.3000 1.2500 1.2500 1.2000 2 1.3000 1.2500 1.2500 1.2000 3 1.3000 1.2500 1.2500 1.2000 4 1.3000 1.2500 1.2500 1.2000 5 1.3000 1.2500 1.2500 1.2000 6 1.3000 1.2500 1.2500 1.2000 7 1.3000 1.2500 1.2500 1.2000 8 1.3000 1.2500 1.2500 1.2000 9 1.3000 1.2500 1.2500 1.2000 10 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 11 1.3000 1.2500 1.2500 1.2000 12 1.3000 1.2500 1.2500 1.2000 13 1.3000 1.2500 1.2500 1.2000 14 1.3000 1.2500 1.2500 1.2000 15 1.3000 1.2500 1.2500 1.2000 16 1.3000 1.2500 1.2500 1.2000 17 1.3000 1.2500 1.2500 1.2000 18 1.3000 1.2500 1.2500 1.2000 19 1.3000 1.2500 1.2500 1.2000 20 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 Shear - Girder 7 Girder 7 Service Shear - k Tenth Noncomp Super- Live+ Range Sidewalk Pt Dead Imposed Impact Dead Pos Neg 0 34.98 5.17 56.05 66.11 0.00 0.00 1 26.23 3.78 48.27 58.29 0.00 0.00 2 17.05 2.40 39.07 55.04 0.00 0.00 3 6.76 1.08 35.98 57.11 0.00 0.00 4 -3.19 -0.30 -32.76 60.14 0.00 0.00 5 -12.86 -1.62 -31.60 58.80 0.00 0.00 6 -23.55 -3.00 -44.00 62.33 0.00 0.00 7 -30.26 -4.16 -48.02 69.74 0.00 0.00 8 -41.95 -5.54 -61.35 73.63 0.00 0.00 9 -53.10 -6.81 -72.50 84.45 0.00 0.00 10 -65.52 -8.20 -70.03 78.09 0.00 0.00 10R 68.53 7.75 86.69 101.19 0.00 0.00 11 51.07 7.75 81.52 100.62 0.00 0.00 12 34.71 13.09 68.89 93.31 0.00 0.00 13 19.98 14.53 57.60 87.63 0.00 0.00 14 2.32 16.47 43.10 82.15 0.00 0.00 15 -15.54 -1.32 -50.43 90.39 0.00 0.00 16 -34.27 -3.24 -51.57 87.74 0.00 0.00 17 -52.57 -5.16 -66.37 89.49 0.00 0.00 18 -72.06 -7.08 -80.55 100.88 0.00 0.00 19 -91.21 -8.95 -90.20 104.36 0.00 0.00 20 -110.34 -10.87 -89.72 99.89 0.00 0.00 20R 138.70 13.09 101.74 117.69 0.00 0.00 21 111.64 10.39 91.31 114.16 0.00 0.00 22 84.35 13.09 74.79 105.83 0.00 0.00 23 54.84 14.53 63.77 103.64 0.00 0.00 24 25.22 16.47 55.06 95.98 0.00 0.00 25 -4.69 -0.55 -47.48 94.30 0.00 0.00 26 -34.43 -3.34 -55.61 96.57 0.00 0.00 27 -64.50 -6.13 -66.46 105.00 0.00 0.00 28 -94.08 -8.84 -79.54 113.71 0.00 0.00 29 -122.85 -11.46 -96.67 117.36 0.00 0.00 30 -150.94 -14.16 -106.31 119.83 0.00 0.00 30R 148.40 14.53 107.56 120.59 0.00 0.00 31 118.95 11.78 103.46 119.46 0.00 0.00 32 88.15 8.92 76.33 99.38 0.00 0.00 33 34.40 3.55 61.89 98.75 0.00 0.00 34 18.46 1.84 54.67 87.13 0.00 0.00 35 -4.96 -0.59 48.56 84.75 0.00 0.00 36 -31.30 -3.30 44.81 87.09 0.00 0.00 37 -58.09 -6.01 -50.74 92.81 0.00 0.00 38 -84.75 -8.63 -60.94 97.86 0.00 0.00 39 -112.40 -11.32 -74.70 96.42 0.00 0.00 40 -139.62 -14.03 -89.49 102.82 0.00 0.00 40R 167.38 16.47 87.47 94.31 0.00 0.00 41 142.86 14.02 77.64 89.91 0.00 0.00 42 114.09 11.26 66.45 85.13 0.00 0.00 43 82.74 8.27 56.91 85.10 0.00 0.00 44 52.13 5.33 58.51 82.72 0.00 0.00 45 27.19 2.88 58.80 104.36 0.00 0.00 46 -7.29 -0.57 -45.42 81.33 0.00 0.00 47 -28.67 -2.85 -49.30 82.28 0.00 0.00 48 -44.15 -4.62 -46.17 78.39 0.00 0.00 49 -75.22 -7.56 -57.38 77.07 0.00 0.00 50 -100.14 -10.00 -74.03 81.65 0.00 0.00 Concurrent Moment 0 0.22 1 346.87 2 581.18 3 650.96 4 733.01 5 497.97 6 480.28 7 335.47 8 284.49 9 76.74 10 3.75 10R -66.53 11 168.75 12 621.64 13 845.70 14 1020.70 15 938.56 16 477.91 17 436.94 18 389.80 19 211.85 20 129.30 20R 90.39 21 2016.98 22 2802.71 23 1494.53 24 1667.00 25 1475.28 26 1323.67 27 579.85 28 522.20 29 377.59 30 -13.06 30R -203.86 31 335.93 32 883.83 33 569.77 34 960.54 35 715.97 36 710.05 37 490.68 38 405.25 39 219.22 40 0.67 40R -645.58 41 237.28 42 690.06 43 979.43 44 1117.67 45 1199.90 46 1106.30 47 814.00 48 391.01 49 252.30 50 0.00 Moment - Girder 7 Girder 7 Service Moment - k-ft Tenth Noncomp Super- Max Min Sidewalk Pt Dead Imposed Live+ Live+ Max Min Dead Impact Impact 0 -0.07 0.00 1.34 -1.41 0.00 0.00 1 242.62 35.43 351.84 -75.49 0.00 0.00 2 414.30 59.91 591.12 -151.01 0.00 0.00 3 505.92 74.07 747.17 -222.45 0.00 0.00 4 520.30 77.18 835.98 -293.77 0.00 0.00 5 458.92 69.88 838.63 -356.89 0.00 0.00 6 314.98 51.58 787.43 -421.00 0.00 0.00 7 117.76 24.19 649.69 -483.32 0.00 0.00 8 -168.28 -14.22 479.21 -551.26 0.00 0.00 9 -542.92 -62.60 319.10 -668.89 0.00 0.00 10 -1013.48 -121.95 271.63 -992.22 0.00 0.00 11 -357.62 -47.47 322.68 -486.97 0.00 0.00 12 114.03 7.23 711.57 -367.29 0.00 0.00 13 403.07 42.14 997.26 -325.04 0.00 0.00 14 525.42 58.38 1150.51 -377.00 0.00 0.00 15 451.70 54.20 1189.66 -466.17 0.00 0.00 16 181.09 29.17 1100.97 -560.51 0.00 0.00 17 -294.59 -16.87 889.88 -666.80 0.00 0.00 18 -983.89 -83.86 638.85 -912.25 0.00 0.00 19 -1879.82 -171.80 434.22 -1351.86 0.00 0.00 20 -2984.95 -280.47 403.94 -2007.42 0.00 0.00 21 -1048.05 -98.76 601.81 -1067.79 0.00 0.00 22 473.02 42.20 1232.22 -800.82 0.00 0.00 23 1538.53 141.28 1696.34 -682.27 0.00 0.00 24 2154.67 197.65 1979.84 -640.48 0.00 0.00 25 2312.34 210.85 2084.48 -631.22 0.00 0.00 26 2010.66 180.86 1993.09 -676.49 0.00 0.00 27 1248.72 107.84 1708.74 -729.16 0.00 0.00 28 24.74 -7.92 1230.34 -840.05 0.00 0.00 29 -1654.68 -165.33 616.73 -1232.60 0.00 0.00 30 -3774.04 -363.62 428.71 -2226.67 0.00 0.00 31 -1693.38 -159.25 587.26 -1262.27 0.00 0.00 32 -72.03 2.49 1154.69 -908.12 0.00 0.00 33 1066.49 119.61 1539.24 -796.61 0.00 0.00 34 1387.39 153.85 1527.45 -631.93 0.00 0.00 35 1460.00 161.48 1520.90 -572.79 0.00 0.00 36 1168.77 131.26 1436.89 -577.04 0.00 0.00 37 468.82 58.99 1232.09 -581.37 0.00 0.00 38 -646.62 -55.27 891.37 -637.53 0.00 0.00 39 -2172.53 -210.22 446.78 -946.39 0.00 0.00 40 -4127.37 -406.86 314.75 -1721.00 0.00 0.00 41 -1959.45 -193.80 502.06 -1044.59 0.00 0.00 42 -178.26 -18.15 957.14 -759.34 0.00 0.00 43 1198.00 118.40 1275.69 -661.07 0.00 0.00 44 2158.88 215.12 1466.67 -588.68 0.00 0.00 45 2713.56 272.53 1608.04 -499.99 0.00 0.00 46 2785.76 281.67 1596.09 -392.47 0.00 0.00 47 2546.91 258.30 1452.38 -288.07 0.00 0.00 48 2037.94 206.05 1202.62 -190.56 0.00 0.00 49 1225.55 122.70 803.48 -97.03 0.00 0.00 50 0.00 0.00 0.00 0.00 0.00 0.00 Concurrent Shear 0 6.06 34.67 1 46.32 -6.58 2 38.32 -6.58 3 30.30 -6.11 4 -24.18 6.11 5 -17.35 5.09 6 -9.17 6.58 7 39.23 7.80 8 37.68 8.36 9 -11.73 10.12 10 -7.75 68.10 11 76.91 0.95 12 59.81 1.40 13 47.37 -3.91 14 -11.69 -32.08 15 -26.21 42.81 16 -13.50 46.01 17 48.58 57.28 18 -15.82 71.33 19 -14.16 80.14 20 -10.17 89.55 21 85.86 -16.78 22 68.82 1.32 23 54.52 3.93 24 51.64 -34.33 25 -43.36 41.28 26 16.68 50.25 27 -12.59 62.13 28 54.44 76.44 29 34.82 91.97 30 -12.52 104.85 31 92.73 -15.99 32 58.86 -23.05 33 53.17 -30.84 34 47.36 -29.36 35 41.69 -32.80 36 -21.00 -39.29 37 31.02 48.45 38 49.88 59.45 39 27.90 72.09 40 -13.33 87.32 41 73.22 -10.13 42 55.57 -18.67 43 51.28 -22.51 44 51.87 -19.00 45 41.12 -33.91 46 31.69 36.31 47 33.01 41.06 48 33.50 39.53 49 26.65 49.79 50 9.64 62.83 Service Max Moment Contribution by Lane 1 0 1.34 1 351.84 2 591.12 3 747.17 4 835.98 5 838.63 6 787.43 7 649.69 8 479.21 9 319.10 10 271.63 11 322.68 12 711.57 13 997.26 14 1150.51 15 1189.66 16 1100.97 17 889.88 18 638.85 19 434.22 20 403.94 21 601.81 22 1232.22 23 1696.34 24 1979.84 25 2084.48 26 1993.09 27 1708.74 28 1230.34 29 616.73 30 428.71 31 587.26 32 1154.69 33 1539.24 34 1527.45 35 1520.90 36 1436.89 37 1232.09 38 891.37 39 446.78 40 314.75 41 502.06 42 957.14 43 1275.69 44 1466.67 45 1608.04 46 1596.09 47 1452.38 48 1202.62 49 803.48 50 0.00 Service Min Moment Contribution by Lane 1 0 -1.41 1 -75.49 2 -151.01 3 -222.45 4 -293.77 5 -356.89 6 -421.00 7 -483.32 8 -551.26 9 -668.89 10 -992.22 11 -486.97 12 -367.29 13 -325.04 14 -377.00 15 -466.17 16 -560.51 17 -666.80 18 -912.25 19 -1351.86 20 -2007.42 21 -1067.79 22 -800.82 23 -682.27 24 -640.48 25 -631.22 26 -676.49 27 -729.16 28 -840.05 29 -1232.60 30 -2226.67 31 -1262.27 32 -908.12 33 -796.61 34 -631.93 35 -572.79 36 -577.04 37 -581.37 38 -637.53 39 -946.39 40 -1721.00 41 -1044.59 42 -759.34 43 -661.07 44 -588.68 45 -499.99 46 -392.47 47 -288.07 48 -190.56 49 -97.03 50 0.00 (Apply multipresence factors for optimal combination.) Torque - Girder 7 Girder 7 Service Torque - k-ft Tenth Noncomp Super- Max Range Sidewalk Pt Dead Imposed Live+ Dead Impact 0 -0.02 -0.02 7.25 14.19 0.00 1 -0.02 -0.02 7.26 14.21 0.00 2 -0.02 -0.02 7.25 14.20 0.00 3 -0.01 -0.01 4.33 8.50 0.00 4 -0.01 -0.01 4.31 8.46 0.00 5 0.00 0.00 2.96 5.85 0.00 6 0.00 0.00 3.00 5.89 0.00 7 0.05 0.06 5.74 11.32 0.00 8 0.05 0.06 5.73 11.28 0.00 9 0.04 0.04 -8.47 16.60 0.00 10 0.04 0.04 -8.47 16.58 0.00 10R -0.01 -0.02 1.84 3.65 0.00 11 -0.01 -0.02 9.25 18.00 0.00 12 -0.03 -0.06 -8.26 16.49 0.00 13 0.03 0.02 6.21 11.89 0.00 14 0.03 0.02 6.21 11.89 0.00 15 0.03 0.04 4.05 7.95 0.00 16 0.05 0.05 5.53 10.90 0.00 17 0.05 0.05 5.53 10.90 0.00 18 0.08 0.06 8.42 16.35 0.00 19 -0.10 -0.03 -9.61 19.16 0.00 20 -0.10 -0.03 -9.61 19.16 0.00 20R -0.19 -0.08 -3.19 5.23 0.00 21 -0.19 -0.08 -9.74 19.09 0.00 22 -0.31 -0.09 -8.69 17.14 0.00 23 -0.21 -0.06 -6.45 12.87 0.00 24 -0.09 -0.03 4.58 9.04 0.00 25 0.03 0.00 3.35 6.54 0.00 26 0.13 0.03 4.14 8.17 0.00 27 0.22 0.06 6.35 12.57 0.00 28 0.29 0.09 8.63 17.07 0.00 29 0.14 0.09 9.57 19.02 0.00 30 0.14 0.09 9.57 19.02 0.00 30R -0.01 0.01 -2.91 5.59 0.00 31 -0.07 -0.01 -10.49 19.99 0.00 32 -0.10 -0.01 -10.32 18.72 0.00 33 -0.48 -0.21 -7.76 13.16 0.00 34 -0.15 -0.05 -3.36 6.03 0.00 35 -0.06 -0.03 3.14 6.20 0.00 36 0.06 0.01 4.80 8.75 0.00 37 0.18 0.05 6.83 12.16 0.00 38 0.18 0.07 8.15 14.61 0.00 39 0.25 0.12 8.14 15.18 0.00 40 0.25 0.12 8.14 15.18 0.00 40R 0.28 0.15 -2.53 4.45 0.00 41 0.28 0.15 -6.94 13.34 0.00 42 0.26 0.15 -5.66 9.90 0.00 43 0.15 0.08 -4.21 6.14 0.00 44 -0.09 -0.01 -2.06 3.68 0.00 45 -0.09 -0.01 -2.06 3.68 0.00 46 -0.31 -0.14 -2.73 4.98 0.00 47 -0.25 -0.12 3.60 6.96 0.00 48 -0.08 -0.05 6.00 9.51 0.00 49 -0.17 -0.09 6.49 10.24 0.00 50 -0.17 -0.09 6.49 10.24 0.00 Sign convention Positive torque - clockwise twist looking from left abutment toward right Torque - Fatigue Truck - Girder 7 Girder 7 Fatigue Truck Service Torque - k-ft Tenth Max Torque Range 0 0.10 0.16 1 0.10 0.16 2 0.10 0.16 3 0.09 0.12 4 0.09 0.12 5 0.10 0.11 6 0.10 0.11 7 0.10 0.14 8 0.10 0.14 9 -0.41 0.45 10 -0.41 0.45 10R 0.36 0.39 11 0.36 0.39 12 -0.36 0.47 13 0.26 0.47 14 0.26 0.47 15 0.30 0.51 16 0.32 0.49 17 0.32 0.49 18 0.45 0.50 19 0.32 0.41 20 0.32 0.41 20R -0.20 0.27 21 -0.20 0.27 22 -0.10 0.18 23 0.10 0.16 24 0.10 0.17 25 0.09 0.16 26 0.07 0.13 27 0.08 0.14 28 0.12 0.18 29 0.17 0.25 30 0.17 0.25 30R -0.22 0.27 31 -0.23 0.29 32 -1.40 1.67 33 1.00 1.12 34 0.24 0.30 35 0.23 0.28 36 0.24 0.29 37 0.23 0.28 38 0.23 0.31 39 0.11 0.16 40 0.11 0.16 40R 0.04 0.07 41 0.04 0.07 42 0.05 0.07 43 -0.04 0.07 44 0.12 0.14 45 0.12 0.14 46 -0.08 0.10 47 -0.12 0.13 48 0.10 0.13 49 -0.07 0.09 50 -0.07 0.09 Sign convention Positive torque - clockwise twist looking from left abutment toward right Bracing Shear - Girder 7 Girder 7 Service Bracing Shear - k Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Dead Impact Impact 6 1.59 0.11 2.56 -2.08 0.00 8 0.85 -0.04 9.40 -9.95 0.00 16 1.18 0.04 10.79 -10.23 0.00 22 -0.48 -0.01 9.78 -10.15 0.00 28 -0.29 -0.02 6.44 -6.81 0.00 33 -1.08 -0.09 1.42 -1.69 0.00 40 -0.24 -0.05 6.03 -6.34 0.00 46 -1.26 -0.15 8.20 -9.92 0.00 52 -0.33 -0.12 8.93 -10.62 0.00 58 0.37 -0.06 8.93 -10.37 0.00 64 1.43 0.06 7.54 -8.38 0.00 70 2.90 0.23 4.84 -4.16 0.00 76 5.33 0.49 4.13 -1.36 0.00 82 1.03 0.09 9.72 -9.81 0.00 88 -2.37 -0.23 11.94 -14.35 0.00 94 -5.05 -0.47 12.07 -15.63 0.00 100 -6.34 -0.58 11.45 -15.58 0.00 106 -6.02 -0.54 11.36 -15.65 0.00 112 -3.89 -0.35 11.87 -15.36 0.00 118 -0.82 -0.07 11.13 -13.56 0.00 124 2.80 0.27 8.65 -8.46 0.00 130 6.83 0.65 4.66 -1.44 0.00 136 2.79 0.23 7.74 -7.67 0.00 142 -0.43 -0.11 9.83 -12.15 0.00 149 -1.09 -0.13 21.00 -20.84 0.00 156 -6.76 -0.70 10.60 -15.22 0.00 163 -4.09 -0.48 9.95 -13.49 0.00 170 -2.29 -0.30 10.75 -13.08 0.00 177 -0.39 -0.11 11.37 -12.71 0.00 184 1.77 0.12 11.10 -11.97 0.00 191 1.43 0.12 7.92 -7.72 0.00 198 0.72 0.07 0.80 -0.43 0.00 205 -0.39 -0.02 8.22 -8.71 0.00 212 -0.43 -0.03 12.05 -12.64 0.00 220 -1.07 -0.08 11.38 -12.11 0.00 228 -0.97 -0.04 12.53 -12.93 0.00 236 -3.01 -0.27 11.99 -13.44 0.00 245 -2.54 -0.25 10.71 -12.48 0.00 254 0.23 0.00 8.48 -8.94 0.00 263 0.05 0.01 1.45 -1.09 0.00 Sign convention Positive shear - upward on end of brace Concurrent Moment 6 -4.80 5.61 8 -28.82 41.23 16 -32.39 49.39 22 -27.87 39.59 28 -19.18 27.15 33 -5.44 7.36 40 -19.10 29.68 46 -19.55 49.09 52 -31.09 52.74 58 -29.89 52.28 64 -28.22 41.32 70 -18.89 19.79 76 -18.56 4.87 82 -28.12 43.95 88 -79.11 73.52 94 -66.53 85.97 100 -63.27 95.47 106 -61.89 95.49 112 -94.40 91.30 118 -71.17 74.43 124 -45.43 41.70 130 -20.84 5.67 136 -27.94 37.59 142 -72.96 66.50 149 -165.57 180.76 156 -93.21 92.73 163 -90.91 84.14 170 -53.92 80.50 177 -55.63 72.03 184 -69.18 63.15 191 -34.29 37.04 198 -3.94 1.90 205 -43.55 43.92 212 -52.75 93.72 220 -50.80 100.94 228 -86.70 111.93 236 -52.85 114.04 245 -38.92 87.76 254 -33.70 52.64 263 -4.87 4.66 Bracing Moment - Girder 7 Girder 7 Service Bracing Moment - k-ft Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Dead Impact Impact 6 -3.44 -0.25 6.32 -7.46 0.00 9 5.21 0.37 5.89 -4.52 0.00 8 -6.93 -0.31 48.08 -44.90 0.00 10 -1.35 -0.54 43.88 -42.27 0.00 16 -5.15 -0.29 57.61 -52.64 0.00 17 3.57 0.04 56.41 -50.06 0.00 22 5.36 0.19 54.86 -51.41 0.00 23 1.45 0.09 53.63 -50.93 0.00 28 2.28 0.19 36.12 -34.43 0.00 29 -0.30 -0.03 33.46 -35.22 0.00 33 4.27 0.35 7.93 -5.45 0.00 35 -6.35 -0.51 8.65 -8.52 0.00 40 4.76 0.18 35.85 -35.84 0.00 41 2.41 -0.27 34.85 -35.41 0.00 46 13.80 0.81 61.18 -51.66 0.00 47 1.40 -0.67 51.71 -55.16 0.00 52 7.74 0.59 69.68 -55.47 0.00 53 4.51 -0.60 58.70 -60.25 0.00 58 3.26 0.27 67.77 -54.99 0.00 59 6.85 -0.29 57.74 -58.24 0.00 64 -3.53 -0.31 52.78 -46.42 0.00 65 10.55 0.33 45.89 -46.19 0.00 70 -13.68 -1.19 25.29 -28.13 0.00 71 14.85 1.09 27.99 -23.50 0.00 76 -28.62 -2.64 5.21 -18.63 0.00 77 23.81 2.14 17.71 -6.44 0.00 82 -9.54 -1.05 66.32 -69.73 0.00 83 0.55 -0.14 57.94 -57.35 0.00 88 4.80 -0.06 111.15 -95.80 0.00 89 -18.50 -2.34 87.48 -83.80 0.00 94 14.55 0.46 133.22 -105.34 0.00 95 -35.11 -4.20 95.22 -91.39 0.00 100 18.80 0.57 138.64 -111.36 0.00 101 -43.52 -5.13 90.51 -92.24 0.00 106 17.58 0.38 137.03 -109.72 0.00 107 -41.63 -4.95 88.11 -91.04 0.00 112 11.37 -0.03 129.53 -101.68 0.00 113 -26.88 -3.44 90.64 -85.23 0.00 118 0.31 -0.71 104.94 -88.59 0.00 119 -7.74 -1.38 80.46 -75.33 0.00 124 -16.06 -1.83 58.53 -61.76 0.00 125 11.50 0.82 51.40 -47.52 0.00 130 -36.70 -3.48 6.11 -21.93 0.00 131 30.47 2.86 19.42 -6.53 0.00 136 -15.14 -1.43 52.09 -52.62 0.00 137 12.24 0.81 51.16 -46.21 0.00 142 1.37 -0.02 91.54 -78.94 0.00 143 -2.89 -1.14 80.70 -74.65 0.00 149 -0.55 -0.92 186.57 -179.82 0.00 150 -11.24 -2.24 81.27 -79.83 0.00 156 43.80 3.20 131.99 -99.87 0.00 157 -22.59 -3.70 87.44 -87.57 0.00 163 23.55 1.51 124.84 -97.98 0.00 164 -16.65 -3.22 85.00 -82.29 0.00 170 10.37 0.39 122.45 -98.69 0.00 171 -12.10 -2.59 85.75 -78.39 0.00 177 -0.22 -0.43 113.20 -93.32 0.00 178 -4.07 -1.50 83.94 -72.99 0.00 184 -10.68 -1.22 92.34 -80.21 0.00 185 6.68 -0.05 74.99 -65.54 0.00 191 -8.54 -0.88 52.78 -52.85 0.00 192 5.48 0.31 48.01 -41.97 0.00 198 -5.13 -0.52 2.00 -4.31 0.00 199 1.91 0.20 2.79 -1.76 0.00 205 4.09 -0.07 59.15 -58.31 0.00 206 0.29 -0.27 50.15 -48.27 0.00 212 5.09 -0.35 99.00 -86.63 0.00 213 0.87 -0.64 82.21 -70.38 0.00 220 14.28 0.01 112.39 -89.33 0.00 221 3.77 -0.81 93.68 -76.89 0.00 228 24.35 0.26 115.96 -97.34 0.00 229 14.77 -0.15 94.96 -78.29 0.00 236 48.20 2.54 119.86 -87.98 0.00 237 18.65 -0.11 95.11 -75.05 0.00 245 46.52 2.78 106.56 -72.15 0.00 246 21.58 0.35 90.95 -65.06 0.00 254 12.83 0.45 64.54 -56.22 0.00 255 15.06 0.46 58.77 -45.77 0.00 263 -0.28 -0.08 5.06 -7.06 0.00 264 0.19 0.05 6.19 -4.57 0.00 Sign convention Positive moment - upward part of brace is in compression Concurrent Shear 6 -2.07 2.55 9 -2.55 2.07 8 -8.33 7.84 10 -7.42 8.73 16 -9.25 8.85 17 -9.50 9.47 22 -8.72 8.25 23 -7.43 9.35 28 -6.00 5.69 29 -5.85 6.09 33 -1.57 1.42 35 -1.37 1.66 40 -6.16 5.55 41 -5.69 5.87 46 -8.69 7.12 47 -6.07 8.67 52 -10.35 7.94 53 -7.91 9.68 58 -9.63 7.80 59 -6.84 9.63 64 -7.42 6.66 65 -5.48 7.48 70 -4.03 4.20 71 -4.48 3.75 76 -1.31 4.13 77 -4.10 1.36 82 -9.17 9.26 83 -8.63 8.86 88 -13.41 11.83 89 -8.20 13.16 94 -14.17 11.93 95 -9.01 13.33 100 -14.90 11.43 101 -7.25 14.45 106 -15.15 11.34 107 -7.55 14.46 112 -14.15 11.87 113 -8.68 13.87 118 -12.03 10.97 119 -8.23 12.03 124 -8.06 8.41 125 -6.07 7.61 130 -1.40 4.66 131 -4.58 1.43 136 -7.13 7.40 137 -5.14 7.24 142 -10.68 9.22 143 -6.82 11.72 149 -20.37 20.74 150 -12.03 15.73 156 -14.15 10.59 157 -7.50 14.28 163 -13.05 9.93 164 -7.25 12.40 170 -12.11 10.68 171 -6.88 11.70 177 -11.69 11.22 178 -8.16 11.29 184 -10.70 10.89 185 -8.08 10.95 191 -7.55 7.63 192 -5.50 6.88 198 -0.43 0.80 199 -0.78 0.43 205 -8.00 8.09 206 -5.24 7.89 212 -10.98 11.66 213 -7.27 10.00 220 -10.17 10.93 221 -7.42 2.50 228 -12.68 12.27 229 -9.35 3.70 236 -12.64 11.78 237 -9.78 3.71 245 -11.37 9.68 246 -8.92 10.69 254 -8.28 7.98 255 -6.35 7.26 263 -1.07 1.45 264 -1.43 1.08 Max Min LL+I LL+I Mom Mom Fat Trk Fat Trk 6 0.46 -0.86 9 4.56 -3.57 8 2.07 -12.58 10 31.96 -30.69 16 4.01 -17.00 17 42.59 -37.51 22 5.11 -14.88 23 39.69 -36.93 28 3.25 -9.04 29 23.95 -25.59 33 1.23 -4.67 35 6.75 -5.96 40 2.21 -11.18 41 25.49 -26.39 46 3.63 -18.65 47 40.17 -42.62 52 4.05 -22.88 53 45.77 -48.06 58 5.08 -22.00 59 45.49 -45.99 64 4.93 -16.10 65 36.40 -36.03 70 3.15 -8.17 71 21.69 -17.52 76 0.15 -2.35 77 11.88 -4.48 82 11.78 -17.97 83 46.26 -43.72 88 15.35 -33.88 89 70.10 -68.42 94 14.29 -44.72 95 75.86 -74.66 100 11.38 -48.99 101 69.29 -74.75 106 9.51 -49.29 107 65.65 -73.16 112 11.27 -44.15 113 69.60 -69.44 118 11.62 -33.09 119 63.55 -60.08 124 8.38 -17.28 125 41.43 -35.63 130 0.22 -1.24 131 10.98 -4.18 136 8.33 -15.44 137 39.12 -34.71 142 12.44 -30.95 143 60.87 -59.19 149 10.15 -35.18 150 64.02 -62.86 156 10.83 -47.19 157 67.04 -71.32 163 8.16 -48.04 164 64.24 -66.40 170 8.07 -44.62 171 66.72 -62.47 177 9.15 -37.88 178 66.43 -57.33 184 9.07 -28.30 185 58.71 -51.03 191 6.13 -13.60 192 38.51 -30.80 198 0.10 -0.39 199 1.89 -1.04 205 6.96 -13.29 206 39.59 -36.67 212 7.58 -24.94 213 66.14 -56.45 220 6.81 -33.58 221 76.57 -64.47 228 4.97 -36.62 229 77.57 -65.85 236 3.71 -36.66 237 77.96 -62.36 245 2.49 -31.00 246 73.29 -51.46 254 1.11 -18.55 255 46.08 -34.15 263 0.50 -1.67 264 5.00 -3.77 Reactions - Girder 7 Girder 7 Service Vertical Reactions - k Supp/Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Max Min Dead Impact Impact Governing 1 6 37.49 5.33 56.94 -11.44 0.00 0.00 Steel 9.54 Concrete 27.95 Global x concurrent LL+I rot. 0.0004 -0.0004 deg Global y concurrent LL+I rot. 0.0004 -0.0006 deg 2 33 139.55 16.65 117.65 -22.89 0.00 0.00 Steel 31.80 Concrete 107.75 Global x concurrent LL+I rot. 0.0001 -0.0004 deg Global y concurrent LL+I rot. 0.0006 -0.0007 deg 3 76 248.29 23.81 158.88 -23.13 0.00 0.00 Steel 73.48 Concrete 174.81 Global x concurrent LL+I rot. 0.0003 -0.0002 deg Global y concurrent LL+I rot. 0.0016 -0.0008 deg 4 130 299.23 28.60 170.51 -21.49 0.00 0.00 Steel 93.39 Concrete 205.83 Global x concurrent LL+I rot. 0.0000 0.0000 deg Global y concurrent LL+I rot. 0.0020 -0.0019 deg 5 198 309.58 30.68 137.68 -16.15 0.00 0.00 Steel 96.28 Concrete 213.31 Global x concurrent LL+I rot. 0.0003 -0.0002 deg Global y concurrent LL+I rot. 0.0015 -0.0019 deg 6 263 100.57 10.02 74.25 -8.01 0.00 0.00 Steel 31.11 Concrete 69.46 Global x concurrent LL+I rot. 0.0005 -0.0003 deg Global y concurrent LL+I rot. 0.0013 -0.0018 deg Truck Loading 1 6 56.62 -1.05 2 33 106.04 -3.56 3 76 119.05 -3.87 4 130 120.96 -1.99 5 198 100.80 -1.65 6 263 73.46 -1.56 Lane Loading 1 6 47.05 -11.15 2 33 117.65 -22.89 3 76 158.88 -23.13 4 130 170.50 -21.49 5 198 137.68 -16.15 6 263 63.91 -8.01 Fatigue Truck 1 6 149.60 -28.62 2 33 469.84 -63.75 3 76 377.60 -51.32 4 130 332.23 -43.07 5 198 302.57 -35.17 6 263 211.64 -18.42 Support Rotations - Degrees About global axes used in Girder Geometry table Supp/Node Noncomp Dead Superimp Dead LL+I+SDWK Range x-axis y-axis x-axis y-axis x-axis y-axis 1 6 -0.04 0.09 0.00 0.01 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -0.59 0.87 -0.57 0.54 2 33 0.00 0.00 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -0.96 0.52 -0.47 -1.75 3 76 -0.01 0.06 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) Concurrent live vertical reaction -1.14 3.50 -1.14 3.50 4 130 0.01 -0.02 0.00 0.00 ( 0.00 to 0.00) (-0.01 to 0.01) Concurrent live vertical reaction 2.06 -0.81 1.01 3.66 5 198 0.01 0.06 0.00 0.00 ( 0.00 to 0.00) (-0.01 to 0.00) Concurrent live vertical reaction 2.52 2.40 2.40 2.52 6 263 -0.04 -0.24 0.00 -0.02 ( 0.00 to 0.00) (-0.01 to 0.00) Concurrent live vertical reaction -0.88 3.00 3.18 -0.88 Noncomp dead end reactions do not include weight of girder extensions. Torsional and flexural rotations - member local axes Supp/Node Noncomp Dead Superimp Dead LL+I+SDWK Range tors flex tors flex tors flex 1 6 -0.07 0.07 -0.01 0.01 ( 0.00 to 0.00) ( 0.00 to 0.00) 2 33 0.00 0.00 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) 3 76 -0.02 0.06 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) 4 130 0.01 -0.02 0.00 0.00 ( 0.00 to 0.00) (-0.01 to 0.01) 5 198 0.02 0.06 0.00 0.00 ( 0.00 to 0.00) ( 0.00 to 0.00) 6 263 -0.07 -0.23 0.00 -0.02 ( 0.00 to 0.00) ( 0.00 to 0.00) Noncomp dead end reactions do not include weight of girder extensions. Deflections - Girder 7 Girder 7 Deflections - in Tenth Total Steel Wet Super- Max Max Sidewalk Pt Noncomp Con- imposed LL+I LL+I Down Up Dead crete Dead Down Up 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 0.166 0.043 0.123 0.013 0.107 0.030 0.000 0.000 2 0.292 0.076 0.216 0.023 0.193 0.056 0.000 0.000 3 0.375 0.098 0.277 0.030 0.258 0.078 0.000 0.000 4 0.418 0.110 0.308 0.034 0.303 0.096 0.000 0.000 5 0.404 0.108 0.296 0.033 0.311 0.106 0.000 0.000 6 0.338 0.092 0.245 0.028 0.291 0.107 0.000 0.000 7 0.251 0.070 0.180 0.021 0.244 0.098 0.000 0.000 8 0.134 0.040 0.094 0.012 0.167 0.078 0.000 0.000 9 0.058 0.019 0.039 0.005 0.089 0.045 0.000 0.000 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 0.050 0.002 0.048 0.002 0.142 0.048 0.000 0.000 12 0.166 0.017 0.149 0.010 0.295 0.082 0.000 0.000 13 0.281 0.031 0.250 0.018 0.431 0.099 0.000 0.000 14 0.320 0.028 0.292 0.021 0.511 0.120 0.000 0.000 15 0.288 0.011 0.276 0.020 0.531 0.138 0.000 0.000 16 0.185 -0.017 0.201 0.014 0.488 0.144 0.000 0.000 17 0.055 -0.043 0.099 0.006 0.388 0.132 0.000 0.000 18 -0.040 -0.054 0.014 -0.001 0.263 0.103 0.000 0.000 19 -0.072 -0.043 -0.029 -0.004 0.126 0.059 0.000 0.000 20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21 0.310 0.121 0.189 0.020 0.211 0.070 0.000 0.000 22 0.721 0.267 0.454 0.047 0.424 0.113 0.000 0.000 23 1.103 0.398 0.705 0.072 0.603 0.136 0.000 0.000 24 1.357 0.483 0.874 0.088 0.722 0.142 0.000 0.000 25 1.432 0.505 0.926 0.093 0.766 0.135 0.000 0.000 26 1.312 0.461 0.851 0.084 0.726 0.133 0.000 0.000 27 1.023 0.360 0.663 0.065 0.610 0.128 0.000 0.000 28 0.629 0.223 0.406 0.039 0.431 0.107 0.000 0.000 29 0.233 0.085 0.148 0.014 0.215 0.067 0.000 0.000 30 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 31 0.085 0.019 0.066 0.008 0.190 0.072 0.000 0.000 32 0.350 0.099 0.251 0.029 0.377 0.115 0.000 0.000 33 0.626 0.186 0.440 0.050 0.523 0.134 0.000 0.000 34 0.803 0.245 0.558 0.063 0.605 0.135 0.000 0.000 35 0.836 0.258 0.578 0.065 0.626 0.126 0.000 0.000 36 0.721 0.225 0.496 0.057 0.583 0.123 0.000 0.000 37 0.486 0.153 0.333 0.040 0.482 0.114 0.000 0.000 38 0.203 0.065 0.138 0.018 0.336 0.094 0.000 0.000 39 -0.012 -0.003 -0.009 0.001 0.164 0.058 0.000 0.000 40 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 41 0.305 0.095 0.210 0.020 0.146 0.057 0.000 0.000 42 0.775 0.241 0.534 0.051 0.289 0.095 0.000 0.000 43 1.280 0.399 0.881 0.085 0.409 0.117 0.000 0.000 44 1.690 0.527 1.162 0.113 0.491 0.125 0.000 0.000 45 1.922 0.600 1.321 0.129 0.526 0.122 0.000 0.000 46 1.928 0.602 1.326 0.130 0.505 0.109 0.000 0.000 47 1.712 0.535 1.177 0.115 0.436 0.088 0.000 0.000 48 1.288 0.402 0.886 0.087 0.320 0.062 0.000 0.000 49 0.696 0.217 0.478 0.047 0.170 0.032 0.000 0.000 50 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Influence surfaces for deflection using AASHTO 10.6.4. Impact Factors - Girder 7 Girder 7 Impact Factors Shear Moment,Torsion Reactions Deflections Tenth Truck Lane Truck Lane Truck Lane Pt 0 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 1 1.3000 1.2500 1.2500 1.2000 2 1.3000 1.2500 1.2500 1.2000 3 1.3000 1.2500 1.2500 1.2000 4 1.3000 1.2500 1.2500 1.2000 5 1.3000 1.2500 1.2500 1.2000 6 1.3000 1.2500 1.2500 1.2000 7 1.3000 1.2500 1.2500 1.2000 8 1.3000 1.2500 1.2500 1.2000 9 1.3000 1.2500 1.2500 1.2000 10 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 11 1.3000 1.2500 1.2500 1.2000 12 1.3000 1.2500 1.2500 1.2000 13 1.3000 1.2500 1.2500 1.2000 14 1.3000 1.2500 1.2500 1.2000 15 1.3000 1.2500 1.2500 1.2000 16 1.3000 1.2500 1.2500 1.2000 17 1.3000 1.2500 1.2500 1.2000 18 1.3000 1.2500 1.2500 1.2000 19 1.3000 1.2500 1.2500 1.2000 20 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 21 1.3000 1.2500 1.2500 1.2000 22 1.3000 1.2500 1.2500 1.2000 23 1.3000 1.2500 1.2500 1.2000 24 1.3000 1.2500 1.2500 1.2000 25 1.3000 1.2500 1.2500 1.2000 26 1.3000 1.2500 1.2500 1.2000 27 1.3000 1.2500 1.2500 1.2000 28 1.3000 1.2500 1.2500 1.2000 29 1.3000 1.2500 1.2500 1.2000 30 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 31 1.3000 1.2500 1.2500 1.2000 32 1.3000 1.2500 1.2500 1.2000 33 1.3000 1.2500 1.2500 1.2000 34 1.3000 1.2500 1.2500 1.2000 35 1.3000 1.2500 1.2500 1.2000 36 1.3000 1.2500 1.2500 1.2000 37 1.3000 1.2500 1.2500 1.2000 38 1.3000 1.2500 1.2500 1.2000 39 1.3000 1.2500 1.2500 1.2000 40 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 41 1.3000 1.2500 1.2500 1.2000 42 1.3000 1.2500 1.2500 1.2000 43 1.3000 1.2500 1.2500 1.2000 44 1.3000 1.2500 1.2500 1.2000 45 1.3000 1.2500 1.2500 1.2000 46 1.3000 1.2500 1.2500 1.2000 47 1.3000 1.2500 1.2500 1.2000 48 1.3000 1.2500 1.2500 1.2000 49 1.3000 1.2500 1.2500 1.2000 50 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 Shear - Girder 8 Girder 8 Service Shear - k Tenth Noncomp Super- Live+ Range Sidewalk Pt Dead Imposed Impact Dead Pos Neg 0 35.38 5.28 55.10 64.74 0.00 0.00 1 26.49 3.89 47.32 56.88 0.00 0.00 2 17.23 2.49 38.31 53.71 0.00 0.00 3 8.91 1.12 34.80 55.85 0.00 0.00 4 -1.09 -0.27 -32.28 58.79 0.00 0.00 5 -10.80 -1.63 -30.61 57.55 0.00 0.00 6 -21.54 -3.02 -41.95 60.82 0.00 0.00 7 -34.04 -4.42 -47.98 69.14 0.00 0.00 8 -45.62 -5.83 -60.73 72.42 0.00 0.00 9 -59.18 -7.29 -73.58 84.59 0.00 0.00 10 -71.68 -8.69 -70.95 78.35 0.00 0.00 10R 73.70 8.40 85.30 100.92 0.00 0.00 11 56.02 8.40 79.16 98.94 0.00 0.00 12 36.46 13.81 67.44 92.08 0.00 0.00 13 17.97 14.44 55.48 84.77 0.00 0.00 14 0.09 15.40 41.02 80.57 0.00 0.00 15 -16.92 -1.49 -48.74 88.07 0.00 0.00 16 -34.09 -3.36 -48.67 84.36 0.00 0.00 17 -52.63 -5.30 -63.23 85.90 0.00 0.00 18 -72.13 -7.28 -77.45 96.83 0.00 0.00 19 -94.50 -9.43 -87.47 101.09 0.00 0.00 20 -113.87 -11.37 -87.79 97.43 0.00 0.00 20R 145.34 13.81 102.33 120.73 0.00 0.00 21 117.95 11.07 91.71 116.34 0.00 0.00 22 85.89 13.81 73.96 106.52 0.00 0.00 23 54.73 14.44 62.62 102.80 0.00 0.00 24 24.63 15.40 52.84 92.58 0.00 0.00 25 -5.24 -0.54 -45.29 89.46 0.00 0.00 26 -35.06 -3.35 -54.63 94.17 0.00 0.00 27 -64.51 -6.13 -65.86 104.36 0.00 0.00 28 -94.64 -8.96 -78.13 111.74 0.00 0.00 29 -127.22 -12.00 -94.98 116.38 0.00 0.00 30 -154.71 -14.74 -104.46 119.39 0.00 0.00 30R 145.58 14.44 100.49 114.93 0.00 0.00 31 113.36 11.32 92.38 108.16 0.00 0.00 32 82.36 8.26 77.18 97.86 0.00 0.00 33 55.24 5.54 68.11 95.45 0.00 0.00 34 23.31 2.34 57.78 90.14 0.00 0.00 35 -4.20 -0.48 50.39 90.61 0.00 0.00 36 -30.61 -3.17 -49.10 91.54 0.00 0.00 37 -57.05 -5.84 -59.10 97.06 0.00 0.00 38 -84.82 -8.60 -70.08 104.86 0.00 0.00 39 -113.03 -11.38 -84.86 98.19 0.00 0.00 40 -140.56 -14.12 -98.29 111.69 0.00 0.00 40R 155.72 15.40 95.05 101.64 0.00 0.00 41 131.20 12.96 85.66 97.57 0.00 0.00 42 105.67 10.48 73.77 91.86 0.00 0.00 43 79.97 7.95 65.01 91.38 0.00 0.00 44 53.70 5.35 58.61 85.23 0.00 0.00 45 28.76 2.91 60.21 107.53 0.00 0.00 46 3.72 0.42 -44.86 83.45 0.00 0.00 47 -22.97 -2.29 -48.69 83.68 0.00 0.00 48 -49.02 -4.95 -55.56 87.59 0.00 0.00 49 -72.72 -7.33 -66.80 86.23 0.00 0.00 50 -97.65 -9.77 -82.54 91.50 0.00 0.00 Concurrent Moment 0 -0.06 1 342.94 2 571.62 3 653.55 4 746.32 5 530.99 6 511.62 7 371.52 8 267.39 9 2.69 10 0.08 10R -42.84 11 146.05 12 592.41 13 856.59 14 1001.42 15 730.25 16 512.61 17 441.75 18 379.01 19 188.01 20 100.96 20R 109.94 21 2407.23 22 3612.66 23 1516.27 24 1730.69 25 1434.26 26 965.14 27 559.40 28 501.64 29 371.69 30 119.38 30R -235.53 31 239.98 32 836.38 33 1162.62 34 1181.02 35 1205.66 36 778.95 37 516.94 38 454.64 39 16.53 40 167.20 40R -811.75 41 176.75 42 753.98 43 1146.20 44 1337.36 45 1564.25 46 1466.44 47 839.30 48 411.40 49 259.15 50 0.00 Moment - Girder 8 Girder 8 Service Moment - k-ft Tenth Noncomp Super- Max Min Sidewalk Pt Dead Imposed Live+ Live+ Max Min Dead Impact Impact 0 -0.21 -0.01 0.42 -0.48 0.00 0.00 1 246.59 36.50 346.04 -72.11 0.00 0.00 2 421.05 61.92 578.18 -144.28 0.00 0.00 3 530.31 76.52 732.18 -211.28 0.00 0.00 4 561.71 79.91 813.47 -278.49 0.00 0.00 5 516.70 72.53 820.94 -340.54 0.00 0.00 6 388.07 54.00 770.34 -403.28 0.00 0.00 7 161.08 24.42 657.36 -469.45 0.00 0.00 8 -160.83 -16.80 484.71 -546.04 0.00 0.00 9 -580.65 -68.96 337.98 -680.49 0.00 0.00 10 -1103.76 -132.62 292.09 -1013.01 0.00 0.00 11 -383.47 -50.15 295.69 -490.68 0.00 0.00 12 128.04 9.45 665.64 -357.03 0.00 0.00 13 433.84 46.56 966.62 -324.07 0.00 0.00 14 534.16 61.65 1108.58 -391.60 0.00 0.00 15 441.94 55.75 1157.97 -492.41 0.00 0.00 16 157.05 28.66 1101.29 -591.49 0.00 0.00 17 -323.95 -19.47 899.46 -702.22 0.00 0.00 18 -1021.84 -89.35 667.64 -930.33 0.00 0.00 19 -1945.13 -181.93 465.24 -1340.63 0.00 0.00 20 -3103.11 -297.53 424.70 -1986.31 0.00 0.00 21 -1040.39 -102.57 594.91 -1019.39 0.00 0.00 22 533.87 45.17 1226.18 -784.41 0.00 0.00 23 1617.85 147.64 1730.96 -711.47 0.00 0.00 24 2236.11 205.57 2044.84 -734.38 0.00 0.00 25 2386.89 219.21 2153.36 -746.74 0.00 0.00 26 2072.13 188.82 2047.64 -794.52 0.00 0.00 27 1294.09 114.67 1730.07 -831.24 0.00 0.00 28 52.94 -3.14 1228.06 -883.02 0.00 0.00 29 -1662.06 -165.46 620.86 -1251.99 0.00 0.00 30 -3870.01 -374.90 475.19 -2271.76 0.00 0.00 31 -1802.45 -169.86 571.22 -1304.08 0.00 0.00 32 -240.34 -13.83 1098.68 -914.21 0.00 0.00 33 835.61 94.31 1537.36 -850.13 0.00 0.00 34 1482.44 159.68 1806.34 -801.67 0.00 0.00 35 1628.67 174.92 1859.19 -729.99 0.00 0.00 36 1343.49 145.98 1741.66 -696.82 0.00 0.00 37 644.38 74.79 1456.62 -670.11 0.00 0.00 38 -470.21 -38.36 1019.91 -693.67 0.00 0.00 39 -2016.42 -194.67 489.52 -1099.03 0.00 0.00 40 -4005.08 -394.63 362.40 -2038.78 0.00 0.00 41 -2000.20 -196.42 522.79 -1249.66 0.00 0.00 42 -349.22 -32.85 1031.41 -912.29 0.00 0.00 43 948.89 95.90 1434.52 -782.83 0.00 0.00 44 1887.00 189.37 1689.04 -678.00 0.00 0.00 45 2463.09 247.08 1818.12 -573.09 0.00 0.00 46 2689.04 270.02 1841.02 -461.62 0.00 0.00 47 2548.39 256.03 1723.61 -346.15 0.00 0.00 48 2045.27 205.45 1429.34 -229.75 0.00 0.00 49 1190.21 119.45 919.26 -114.23 0.00 0.00 50 0.00 0.00 0.01 -0.01 0.00 0.00 Concurrent Shear 0 30.31 6.82 1 45.18 -6.45 2 37.19 -6.41 3 29.69 -5.80 4 -23.29 6.18 5 -17.40 5.37 6 -9.69 5.26 7 33.49 5.40 8 38.63 5.33 9 -10.90 15.41 10 -7.09 68.52 11 75.03 -14.22 12 57.74 4.65 13 46.24 -26.73 14 -15.44 -32.75 15 -29.29 41.15 16 -19.94 42.86 17 42.74 54.52 18 -14.89 68.47 19 -13.62 77.88 20 -9.64 87.66 21 89.82 -19.38 22 69.20 2.79 23 55.88 -32.73 24 49.18 -33.55 25 13.89 39.15 26 17.87 49.04 27 19.88 61.32 28 39.27 75.20 29 33.00 89.61 30 -14.16 103.96 31 85.96 -15.77 32 61.14 -20.67 33 50.06 -22.59 34 41.99 -27.84 35 35.45 -35.33 36 24.13 45.59 37 30.75 56.36 38 51.44 68.32 39 51.95 83.46 40 -13.40 96.84 41 81.36 -10.59 42 62.66 -18.09 43 59.22 -20.72 44 47.76 -21.04 45 42.26 -35.04 46 29.53 35.82 47 30.25 40.64 48 34.49 49.34 49 27.60 59.73 50 4.91 57.88 Service Max Moment Contribution by Lane 1 0 0.42 1 346.04 2 578.18 3 732.18 4 813.47 5 820.94 6 770.34 7 657.36 8 484.71 9 337.98 10 292.09 11 295.69 12 665.64 13 966.62 14 1108.58 15 1157.97 16 1101.29 17 899.46 18 667.64 19 465.24 20 424.70 21 594.91 22 1226.18 23 1730.96 24 2044.84 25 2153.36 26 2047.64 27 1730.07 28 1228.06 29 620.86 30 475.19 31 571.22 32 1098.68 33 1537.36 34 1806.34 35 1859.19 36 1741.66 37 1456.62 38 1019.91 39 489.52 40 362.40 41 522.79 42 1031.41 43 1434.52 44 1689.04 45 1818.12 46 1841.02 47 1723.61 48 1429.34 49 919.26 50 0.01 Service Min Moment Contribution by Lane 1 0 -0.48 1 -72.11 2 -144.28 3 -211.28 4 -278.49 5 -340.54 6 -403.28 7 -469.45 8 -546.04 9 -680.49 10 -1013.01 11 -490.68 12 -357.03 13 -324.07 14 -391.60 15 -492.41 16 -591.49 17 -702.22 18 -930.33 19 -1340.63 20 -1986.31 21 -1019.39 22 -784.41 23 -711.47 24 -734.38 25 -746.74 26 -794.52 27 -831.24 28 -883.02 29 -1251.99 30 -2271.76 31 -1304.08 32 -914.21 33 -850.13 34 -801.67 35 -729.99 36 -696.82 37 -670.11 38 -693.67 39 -1099.03 40 -2038.78 41 -1249.66 42 -912.29 43 -782.83 44 -678.00 45 -573.09 46 -461.62 47 -346.15 48 -229.75 49 -114.23 50 -0.01 (Apply multipresence factors for optimal combination.) Torque - Girder 8 Girder 8 Service Torque - k-ft Tenth Noncomp Super- Max Range Sidewalk Pt Dead Imposed Live+ Dead Impact 0 -0.04 -0.08 8.35 16.40 0.00 1 -0.04 -0.08 8.35 16.40 0.00 2 -0.04 -0.08 8.37 16.46 0.00 3 -0.01 0.02 5.05 9.52 0.00 4 -0.01 0.02 5.03 9.49 0.00 5 0.01 0.03 2.83 5.33 0.00 6 0.01 0.03 2.84 5.37 0.00 7 0.03 0.04 -6.64 12.81 0.00 8 0.03 0.04 -6.62 12.75 0.00 9 0.03 0.02 9.63 19.15 0.00 10 0.03 0.02 9.63 19.13 0.00 10R 0.03 -0.01 -4.90 8.85 0.00 11 0.03 -0.01 10.64 20.93 0.00 12 0.01 -0.04 9.71 18.78 0.00 13 0.01 0.00 6.61 12.34 0.00 14 0.01 0.00 6.61 12.34 0.00 15 0.02 0.04 -3.86 7.51 0.00 16 0.01 0.06 -6.12 11.71 0.00 17 0.01 0.06 -6.12 11.71 0.00 18 -0.04 0.04 -9.67 19.05 0.00 19 -0.15 -0.04 -11.63 22.83 0.00 20 -0.15 -0.04 -11.63 22.83 0.00 20R -0.21 -0.11 -6.00 9.95 0.00 21 -0.21 -0.11 -11.79 23.34 0.00 22 -0.35 -0.14 10.58 21.16 0.00 23 -0.27 -0.12 8.04 15.97 0.00 24 -0.13 -0.07 5.27 10.37 0.00 25 0.04 0.00 3.71 7.22 0.00 26 0.21 0.08 4.98 9.75 0.00 27 0.29 0.12 7.99 15.97 0.00 28 0.31 0.14 -10.71 21.26 0.00 29 0.13 0.11 -11.77 23.29 0.00 30 0.13 0.11 -11.77 23.29 0.00 30R 0.01 0.01 -5.28 9.71 0.00 31 -0.06 -0.04 -12.36 23.94 0.00 32 -0.18 -0.10 -10.36 20.00 0.00 33 -0.22 -0.10 -8.74 16.16 0.00 34 -0.25 -0.11 -5.77 10.90 0.00 35 -0.25 -0.11 5.02 9.95 0.00 36 -0.12 -0.05 6.77 12.23 0.00 37 0.17 0.08 8.39 15.51 0.00 38 0.18 0.10 9.16 17.41 0.00 39 0.25 0.13 10.42 20.24 0.00 40 0.25 0.13 9.38 18.39 0.00 40R 0.31 0.15 -4.64 7.81 0.00 41 0.31 0.15 -8.48 16.62 0.00 42 0.26 0.12 -6.64 12.36 0.00 43 0.23 0.08 -4.34 7.76 0.00 44 0.05 0.02 -2.67 4.58 0.00 45 0.05 0.02 -2.67 4.58 0.00 46 -0.13 -0.04 -2.76 5.34 0.00 47 -0.25 -0.09 4.69 8.82 0.00 48 -0.35 -0.14 6.68 12.46 0.00 49 -0.36 -0.13 7.89 14.51 0.00 50 -0.36 -0.13 7.89 14.51 0.00 Sign convention Positive torque - clockwise twist looking from left abutment toward right Torque - Fatigue Truck - Girder 8 Girder 8 Fatigue Truck Service Torque - k-ft Tenth Max Torque Range 0 0.24 0.48 1 0.24 0.48 2 0.24 0.48 3 0.16 0.26 4 0.16 0.26 5 0.08 0.15 6 0.08 0.15 7 -0.19 0.33 8 -0.19 0.33 9 0.48 0.57 10 0.48 0.57 10R -0.76 1.15 11 -0.76 1.15 12 -0.61 1.05 13 -0.40 0.74 14 -0.40 0.74 15 -0.32 0.63 16 0.46 0.63 17 0.46 0.63 18 0.69 1.13 19 -0.70 1.31 20 -0.70 1.31 20R -0.82 1.18 21 -0.82 1.18 22 -0.83 1.23 23 -0.73 1.10 24 -0.45 0.72 25 0.13 0.24 26 0.47 0.64 27 0.73 1.01 28 0.82 1.31 29 0.81 1.44 30 0.81 1.44 30R -0.80 1.43 31 -0.81 1.44 32 -0.86 1.34 33 -0.84 1.15 34 -0.49 0.73 35 0.27 0.48 36 0.61 0.92 37 0.77 1.14 38 0.80 1.24 39 0.80 1.29 40 0.74 1.24 40R 0.57 1.07 41 0.57 1.07 42 -0.45 0.79 43 -0.32 0.48 44 -0.16 0.18 45 -0.16 0.18 46 -0.15 0.26 47 0.36 0.61 48 0.44 0.76 49 0.53 0.88 50 0.53 0.88 Sign convention Positive torque - clockwise twist looking from left abutment toward right Bracing Shear - Girder 8 Girder 8 Service Bracing Shear - k Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Dead Impact Impact 9 -0.89 -0.09 4.36 -4.58 0.00 10 -0.89 -0.06 6.88 -8.82 0.00 17 -0.44 0.01 8.43 -9.23 0.00 23 -0.16 0.00 7.39 -7.99 0.00 29 0.08 0.06 5.20 -4.25 0.00 35 12.19 1.35 8.33 -3.34 0.00 41 0.33 0.15 4.39 -4.13 0.00 47 -1.79 -0.10 5.17 -7.58 0.00 53 -2.54 -0.18 5.44 -8.65 0.00 59 -1.67 -0.12 5.60 -8.37 0.00 65 0.77 0.09 5.09 -6.22 0.00 71 4.70 0.45 4.37 -2.98 0.00 77 10.83 1.09 6.63 -1.95 0.00 83 3.68 0.40 7.50 -6.44 0.00 89 -1.82 -0.08 8.73 -11.38 0.00 95 -5.04 -0.36 9.12 -13.69 0.00 101 -6.56 -0.49 8.97 -14.15 0.00 107 -6.30 -0.47 8.77 -13.93 0.00 113 -4.54 -0.31 8.58 -13.14 0.00 119 -0.80 0.02 8.16 -10.78 0.00 125 5.40 0.58 7.41 -6.07 0.00 131 13.88 1.36 7.61 -2.13 0.00 137 6.08 0.61 7.01 -5.30 0.00 143 1.63 0.20 8.41 -10.08 0.00 150 -2.16 -0.15 7.47 -11.30 0.00 157 -3.47 -0.25 9.26 -13.22 0.00 164 -5.22 -0.40 8.63 -13.37 0.00 171 -4.53 -0.35 8.14 -12.97 0.00 178 -2.59 -0.18 7.57 -11.67 0.00 185 0.88 0.13 6.98 -9.35 0.00 192 1.45 0.16 4.89 -5.13 0.00 199 0.17 0.02 1.16 -0.86 0.00 206 -0.04 0.02 5.38 -5.76 0.00 213 -0.08 0.06 7.78 -9.23 0.00 221 -0.45 0.07 8.77 -10.62 0.00 229 -1.52 0.00 8.88 -10.77 0.00 237 -1.92 0.00 8.44 -10.79 0.00 246 -2.08 -0.03 7.11 -10.20 0.00 255 -1.67 -0.06 4.84 -6.63 0.00 264 0.06 0.02 2.91 -2.16 0.00 Sign convention Positive shear - upward on end of brace Concurrent Moment 9 -5.77 9.52 10 -22.83 47.81 17 -28.75 54.48 23 -29.18 52.40 29 -20.42 32.25 35 -24.45 8.90 41 -18.78 35.15 47 -30.46 60.19 53 -37.40 68.07 59 -37.52 66.28 65 -37.02 49.46 71 -23.68 22.74 77 -23.55 6.06 83 -48.54 59.69 89 -70.07 98.18 95 -79.89 109.93 101 -84.00 108.89 107 -81.38 107.71 113 -76.11 103.44 119 -65.96 87.57 125 -46.56 49.89 131 -27.00 6.94 137 -45.40 46.80 143 -66.92 87.02 150 -65.70 94.59 157 -81.63 104.45 164 -77.88 103.66 171 -72.74 101.30 178 -65.42 93.43 185 -56.27 79.88 192 -26.16 45.71 199 -3.58 2.79 206 -30.44 48.51 213 -56.47 80.32 221 -65.74 93.55 229 -69.26 93.70 237 -64.17 93.93 246 -42.11 90.63 255 -25.80 59.04 264 -8.24 6.83 Bracing Moment - Girder 8 Girder 8 Service Bracing Moment - k-ft Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Dead Impact Impact 9 5.25 0.46 9.86 -7.93 0.00 11 -0.04 -0.08 17.04 -16.38 0.00 10 5.88 0.42 47.88 -37.85 0.00 14 0.05 0.05 9.43 -10.32 0.00 17 3.10 -0.03 56.87 -51.31 0.00 18 -0.10 0.05 11.73 -11.72 0.00 23 1.57 0.10 54.74 -49.60 0.00 24 0.24 0.08 11.46 -10.86 0.00 29 -0.40 -0.02 33.56 -34.93 0.00 30 0.31 0.52 11.58 -4.54 0.00 35 -37.14 -4.19 9.33 -24.52 0.00 36 82.65 9.05 48.12 -19.82 0.00 41 -0.24 -0.67 35.18 -35.24 0.00 42 2.97 0.83 11.24 -7.81 0.00 47 9.84 0.19 61.39 -48.46 0.00 48 -7.77 -0.83 6.68 -16.31 0.00 53 14.57 0.55 69.40 -51.60 0.00 54 -10.41 -1.26 8.56 -20.66 0.00 59 12.09 0.47 67.41 -50.69 0.00 60 -4.32 -0.72 11.54 -20.05 0.00 65 2.27 -0.22 50.88 -42.53 0.00 66 9.80 0.71 14.60 -15.21 0.00 71 -14.88 -1.57 23.28 -26.65 0.00 72 31.28 2.84 18.83 -8.68 0.00 77 -41.98 -4.11 6.37 -23.62 0.00 78 64.44 6.56 35.41 -10.99 0.00 83 -17.90 -1.96 61.00 -60.69 0.00 84 18.30 2.00 19.00 -11.68 0.00 89 -0.96 -0.80 98.55 -79.72 0.00 90 -18.88 -1.63 18.19 -28.26 0.00 95 6.11 -0.46 111.25 -86.12 0.00 96 -43.43 -4.02 18.31 -39.26 0.00 101 8.36 -0.41 110.88 -85.55 0.00 102 -56.09 -5.24 19.90 -45.94 0.00 107 9.34 -0.34 108.72 -82.63 0.00 108 -52.58 -4.92 20.87 -45.26 0.00 113 7.38 -0.40 106.75 -79.79 0.00 114 -37.21 -3.44 22.27 -40.24 0.00 119 0.58 -0.79 91.58 -71.09 0.00 120 -7.25 -0.56 22.11 -28.60 0.00 125 -18.99 -2.23 52.57 -51.36 0.00 126 34.05 3.45 27.02 -14.70 0.00 131 -53.64 -5.20 7.23 -27.30 0.00 132 82.82 8.13 41.03 -11.96 0.00 137 -22.25 -2.40 48.69 -49.06 0.00 138 37.56 3.61 23.95 -10.76 0.00 143 -7.57 -1.36 88.28 -72.47 0.00 144 8.44 0.60 20.55 -22.43 0.00 150 5.82 -0.32 95.34 -71.13 0.00 151 -15.43 -1.80 20.13 -32.58 0.00 157 5.85 -0.63 105.57 -85.22 0.00 158 -28.27 -3.04 19.33 -37.08 0.00 164 15.57 0.19 105.04 -80.82 0.00 166 -35.77 -3.78 19.36 -41.26 0.00 171 14.51 0.25 103.09 -76.95 0.00 173 -30.01 -3.17 18.12 -37.73 0.00 178 8.71 -0.07 97.88 -71.26 0.00 180 -16.78 -1.82 17.33 -31.64 0.00 185 -2.43 -0.81 81.55 -63.17 0.00 187 6.27 0.49 14.65 -19.10 0.00 192 -3.29 -0.55 47.10 -41.98 0.00 194 11.00 1.07 6.95 -3.27 0.00 199 -0.22 -0.03 2.93 -3.76 0.00 201 1.49 0.16 6.42 -4.69 0.00 206 -0.40 -0.32 50.14 -47.47 0.00 207 -0.84 -0.09 5.58 -5.75 0.00 213 0.71 -0.62 81.99 -69.71 0.00 214 -0.05 -0.04 5.61 -6.49 0.00 221 5.05 -0.64 94.74 -77.19 0.00 222 0.66 0.03 7.12 -7.29 0.00 229 13.33 -0.24 94.65 -78.65 0.00 230 -1.63 -0.20 5.51 -7.56 0.00 237 20.28 0.09 95.95 -74.99 0.00 238 1.42 0.09 7.19 -7.44 0.00 246 20.36 0.27 91.00 -64.05 0.00 247 -0.12 -0.04 6.10 -7.37 0.00 255 16.13 0.56 59.23 -44.23 0.00 256 -0.33 -0.05 3.42 -4.64 0.00 264 -0.17 -0.08 7.13 -9.99 0.00 265 0.46 0.15 16.46 -11.38 0.00 Sign convention Positive moment - upward part of brace is in compression Concurrent Shear 9 -4.56 4.21 11 -4.29 4.56 10 -8.75 6.88 14 -4.47 7.55 17 -9.13 8.43 18 -6.94 8.43 23 -7.89 7.06 24 -6.15 7.56 29 -4.21 5.07 30 -4.51 3.65 35 -3.32 8.26 36 -8.31 3.34 41 -3.81 4.38 42 -3.97 3.62 47 -7.52 4.89 48 -2.75 5.00 53 -8.58 5.17 54 -5.25 6.47 59 -8.31 5.28 60 -5.45 6.60 65 -6.18 4.76 66 -5.09 4.58 71 -2.45 3.65 72 -4.29 2.74 77 -1.90 6.62 78 -6.61 1.92 83 -6.07 6.87 84 -6.73 5.07 89 -11.21 8.15 90 -4.66 9.13 95 -13.40 8.53 96 -8.90 10.71 101 -14.13 8.40 102 -8.81 11.21 107 -13.87 8.36 108 -8.64 11.16 113 -12.87 8.08 114 -8.47 10.22 119 -10.73 7.52 120 -8.01 9.01 125 -5.51 6.32 126 -7.21 5.51 131 -2.06 7.61 132 -7.60 2.13 137 -5.26 6.03 138 -6.74 4.67 143 -10.04 7.92 144 -8.27 7.85 150 -11.24 7.04 151 -7.29 9.04 157 -13.14 8.76 158 -9.08 10.01 164 -13.30 8.27 166 -8.44 10.63 171 -12.91 7.65 173 -7.96 10.30 178 -11.63 7.22 180 -7.35 9.44 185 -9.29 6.69 187 -6.82 7.10 192 -5.05 4.63 194 -4.60 2.79 199 -0.84 1.15 201 -1.16 0.86 206 -5.56 5.31 207 -4.41 4.19 213 -9.08 7.72 214 -4.07 7.31 221 -10.50 8.54 222 -5.03 8.82 229 -10.55 8.65 230 -5.12 10.09 237 -10.68 8.32 238 -5.72 9.41 246 -10.19 7.01 247 -4.37 8.31 255 -6.54 4.84 256 -1.66 5.18 264 -2.12 2.87 265 -2.84 2.16 Max Min LL+I LL+I Mom Mom Fat Trk Fat Trk 9 3.15 -8.81 11 13.32 -12.93 10 4.78 -0.79 14 6.83 -7.18 17 6.15 -1.60 18 8.74 -8.51 23 5.14 -2.22 24 8.34 -7.77 29 3.71 -0.37 30 8.63 -3.06 35 19.85 -6.82 36 32.32 -15.07 41 2.99 -1.18 42 8.15 -5.26 47 1.38 -2.23 48 5.17 -12.08 53 1.57 -3.79 54 5.29 -16.10 59 2.65 -3.62 60 8.25 -15.34 65 4.13 -2.99 66 11.10 -10.83 71 5.55 -1.57 72 12.92 -4.80 77 9.56 -2.48 78 19.04 -7.23 83 8.19 -3.12 84 15.78 -6.68 89 7.05 -9.36 90 15.30 -21.66 95 5.34 -13.07 96 13.69 -31.22 101 3.93 -15.50 102 11.91 -36.91 107 4.30 -15.22 108 13.00 -36.62 113 5.89 -13.50 114 15.77 -32.54 119 7.25 -9.41 120 17.30 -22.65 125 8.85 -3.74 126 19.19 -9.31 131 9.65 -2.34 132 19.44 -6.75 137 7.35 -1.84 138 15.66 -5.07 143 6.50 -6.56 144 15.88 -16.36 150 5.47 -10.87 151 14.42 -25.25 157 3.79 -12.08 158 12.46 -29.47 164 2.93 -14.08 166 10.74 -33.48 171 3.42 -12.83 173 11.52 -30.35 178 4.54 -10.96 180 12.96 -25.28 185 4.78 -6.42 187 12.26 -14.93 192 0.82 -0.56 194 5.22 -2.17 199 0.29 -2.29 201 4.42 -2.85 206 0.92 -2.47 207 3.58 -3.76 213 2.08 -1.26 214 4.30 -4.90 221 3.48 -0.98 222 5.49 -5.84 229 3.10 -0.42 230 4.25 -5.95 237 4.25 -0.43 238 5.65 -5.77 246 3.52 -0.21 247 4.78 -5.51 255 1.80 -0.17 256 2.49 -3.24 264 1.49 -7.33 265 13.67 -9.57 Reactions - Girder 8 Girder 8 Service Vertical Reactions - k Supp/Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Max Min Dead Impact Impact Governing 1 9 33.11 5.07 52.81 -9.35 0.00 0.00 Steel 8.29 Concrete 24.83 Global x concurrent LL+I rot. 0.0071 -0.0013 deg Global y concurrent LL+I rot. 0.0143 -0.0028 deg 2 35 159.31 18.52 120.80 -24.51 0.00 0.00 Steel 33.70 Concrete 125.62 Global x concurrent LL+I rot. 0.0033 -0.0012 deg Global y concurrent LL+I rot. 0.0038 -0.0041 deg 3 77 265.38 25.78 161.58 -25.37 0.00 0.00 Steel 81.63 Concrete 183.75 Global x concurrent LL+I rot. 0.0013 -0.0007 deg Global y concurrent LL+I rot. 0.0057 -0.0045 deg 4 131 308.01 29.89 169.70 -24.69 0.00 0.00 Steel 99.96 Concrete 208.05 Global x concurrent LL+I rot. 0.0002 -0.0001 deg Global y concurrent LL+I rot. 0.0056 -0.0057 deg 5 199 296.41 29.47 154.20 -17.36 0.00 0.00 Steel 90.60 Concrete 205.81 Global x concurrent LL+I rot. 0.0009 -0.0007 deg Global y concurrent LL+I rot. 0.0047 -0.0054 deg 6 264 97.98 9.78 82.65 -9.22 0.00 0.00 Steel 30.18 Concrete 67.79 Global x concurrent LL+I rot. 0.0013 -0.0005 deg Global y concurrent LL+I rot. 0.0027 -0.0068 deg Truck Loading 1 9 52.77 -1.87 2 35 104.42 -6.03 3 77 118.50 -5.00 4 131 111.80 -4.56 5 199 105.87 -3.71 6 264 81.18 -2.30 Lane Loading 1 9 43.42 -9.25 2 35 120.80 -24.51 3 77 161.58 -25.37 4 131 169.69 -24.69 5 199 154.14 -17.36 6 264 72.57 -9.22 Fatigue Truck 1 9 186.20 -34.90 2 35 547.15 -77.91 3 77 467.49 -64.75 4 131 418.71 -54.50 5 199 384.46 -44.94 6 264 269.29 -23.93 Support Rotations - Degrees About global axes used in Girder Geometry table Supp/Node Noncomp Dead Superimp Dead LL+I+SDWK Range x-axis y-axis x-axis y-axis x-axis y-axis 1 9 -0.04 0.10 0.00 0.01 ( 0.00 to 0.01) (-0.01 to 0.01) Concurrent live vertical reaction -1.04 5.41 -1.04 5.41 2 35 0.00 -0.01 0.00 0.00 ( 0.00 to 0.01) (-0.01 to 0.01) Concurrent live vertical reaction -3.40 12.36 13.03 13.00 3 77 -0.01 0.07 0.00 0.00 ( 0.00 to 0.00) (-0.01 to 0.02) Concurrent live vertical reaction 10.49 19.32 10.04 19.32 4 131 0.00 -0.03 0.00 0.00 ( 0.00 to 0.00) (-0.02 to 0.02) Concurrent live vertical reaction 13.83 14.58 18.01 18.19 5 199 0.01 0.04 0.00 0.00 ( 0.00 to 0.00) (-0.02 to 0.01) Concurrent live vertical reaction 14.73 14.23 14.23 14.73 6 264 -0.04 -0.23 0.00 -0.02 ( 0.00 to 0.00) (-0.02 to 0.01) Concurrent live vertical reaction -1.28 10.52 10.52 -1.28 Noncomp dead end reactions do not include weight of girder extensions. Torsional and flexural rotations - member local axes Supp/Node Noncomp Dead Superimp Dead LL+I+SDWK Range tors flex tors flex tors flex 1 9 -0.08 0.07 -0.01 0.01 (-0.01 to 0.01) (-0.01 to 0.01) 2 35 0.00 -0.01 0.00 0.00 (-0.01 to 0.01) (-0.01 to 0.01) 3 77 -0.03 0.06 0.00 0.00 ( 0.00 to 0.00) (-0.02 to 0.01) 4 131 0.01 -0.03 0.00 0.00 ( 0.00 to 0.00) (-0.02 to 0.02) 5 199 0.01 0.04 0.00 0.00 ( 0.00 to 0.00) (-0.01 to 0.02) 6 264 -0.07 -0.22 0.00 -0.01 ( 0.00 to 0.00) (-0.02 to 0.01) Noncomp dead end reactions do not include weight of girder extensions. Deflections - Girder 8 Girder 8 Deflections - in Tenth Total Steel Wet Super- Max Max Sidewalk Pt Noncomp Con- imposed LL+I LL+I Down Up Dead crete Dead Down Up 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 0.182 0.047 0.135 0.014 0.106 0.029 0.000 0.000 2 0.321 0.084 0.237 0.025 0.190 0.054 0.000 0.000 3 0.416 0.110 0.307 0.032 0.255 0.075 0.000 0.000 4 0.469 0.125 0.344 0.036 0.299 0.093 0.000 0.000 5 0.457 0.123 0.334 0.035 0.307 0.102 0.000 0.000 6 0.388 0.108 0.281 0.030 0.287 0.104 0.000 0.000 7 0.293 0.084 0.209 0.023 0.242 0.095 0.000 0.000 8 0.161 0.050 0.110 0.013 0.167 0.077 0.000 0.000 9 0.071 0.024 0.047 0.006 0.090 0.044 0.000 0.000 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 0.046 -0.004 0.050 0.003 0.142 0.047 0.000 0.000 12 0.165 0.006 0.159 0.011 0.295 0.079 0.000 0.000 13 0.282 0.015 0.267 0.019 0.429 0.102 0.000 0.000 14 0.317 0.009 0.309 0.023 0.510 0.129 0.000 0.000 15 0.279 -0.010 0.289 0.021 0.532 0.148 0.000 0.000 16 0.169 -0.038 0.207 0.015 0.493 0.154 0.000 0.000 17 0.036 -0.063 0.099 0.006 0.394 0.141 0.000 0.000 18 -0.058 -0.070 0.012 -0.002 0.269 0.110 0.000 0.000 19 -0.084 -0.052 -0.032 -0.004 0.130 0.063 0.000 0.000 20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21 0.339 0.139 0.200 0.022 0.230 0.073 0.000 0.000 22 0.782 0.305 0.477 0.051 0.462 0.120 0.000 0.000 23 1.190 0.453 0.737 0.078 0.658 0.147 0.000 0.000 24 1.460 0.548 0.912 0.096 0.789 0.155 0.000 0.000 25 1.538 0.573 0.965 0.101 0.837 0.156 0.000 0.000 26 1.409 0.525 0.885 0.092 0.794 0.161 0.000 0.000 27 1.101 0.412 0.689 0.072 0.668 0.151 0.000 0.000 28 0.680 0.259 0.422 0.044 0.472 0.123 0.000 0.000 29 0.256 0.102 0.154 0.016 0.237 0.075 0.000 0.000 30 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 31 0.078 0.009 0.069 0.008 0.218 0.080 0.000 0.000 32 0.353 0.086 0.266 0.028 0.436 0.132 0.000 0.000 33 0.657 0.178 0.479 0.051 0.614 0.158 0.000 0.000 34 0.877 0.247 0.630 0.067 0.725 0.165 0.000 0.000 35 0.945 0.271 0.674 0.071 0.761 0.155 0.000 0.000 36 0.845 0.245 0.600 0.064 0.711 0.150 0.000 0.000 37 0.604 0.175 0.430 0.047 0.589 0.140 0.000 0.000 38 0.297 0.084 0.213 0.024 0.409 0.114 0.000 0.000 39 0.040 0.009 0.031 0.004 0.200 0.069 0.000 0.000 40 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 41 0.251 0.080 0.171 0.016 0.172 0.066 0.000 0.000 42 0.670 0.211 0.459 0.044 0.340 0.110 0.000 0.000 43 1.137 0.357 0.780 0.076 0.483 0.135 0.000 0.000 44 1.530 0.480 1.050 0.102 0.581 0.144 0.000 0.000 45 1.766 0.553 1.213 0.118 0.623 0.140 0.000 0.000 46 1.796 0.561 1.234 0.120 0.601 0.126 0.000 0.000 47 1.612 0.504 1.109 0.108 0.520 0.102 0.000 0.000 48 1.221 0.381 0.840 0.082 0.384 0.072 0.000 0.000 49 0.661 0.206 0.455 0.044 0.204 0.037 0.000 0.000 50 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Influence surfaces for deflection using AASHTO 10.6.4. Impact Factors - Girder 8 Girder 8 Impact Factors Shear Moment,Torsion Reactions Deflections Tenth Truck Lane Truck Lane Truck Lane Pt 0 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 1 1.3000 1.2500 1.2500 1.2000 2 1.3000 1.2500 1.2500 1.2000 3 1.3000 1.2500 1.2500 1.2000 4 1.3000 1.2500 1.2500 1.2000 5 1.3000 1.2500 1.2500 1.2000 6 1.3000 1.2500 1.2500 1.2000 7 1.3000 1.2500 1.2500 1.2000 8 1.3000 1.2500 1.2500 1.2000 9 1.3000 1.2500 1.2500 1.2000 10 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 11 1.3000 1.2500 1.2500 1.2000 12 1.3000 1.2500 1.2500 1.2000 13 1.3000 1.2500 1.2500 1.2000 14 1.3000 1.2500 1.2500 1.2000 15 1.3000 1.2500 1.2500 1.2000 16 1.3000 1.2500 1.2500 1.2000 17 1.3000 1.2500 1.2500 1.2000 18 1.3000 1.2500 1.2500 1.2000 19 1.3000 1.2500 1.2500 1.2000 20 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 21 1.3000 1.2500 1.2500 1.2000 22 1.3000 1.2500 1.2500 1.2000 23 1.3000 1.2500 1.2500 1.2000 24 1.3000 1.2500 1.2500 1.2000 25 1.3000 1.2500 1.2500 1.2000 26 1.3000 1.2500 1.2500 1.2000 27 1.3000 1.2500 1.2500 1.2000 28 1.3000 1.2500 1.2500 1.2000 29 1.3000 1.2500 1.2500 1.2000 30 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 31 1.3000 1.2500 1.2500 1.2000 32 1.3000 1.2500 1.2500 1.2000 33 1.3000 1.2500 1.2500 1.2000 34 1.3000 1.2500 1.2500 1.2000 35 1.3000 1.2500 1.2500 1.2000 36 1.3000 1.2500 1.2500 1.2000 37 1.3000 1.2500 1.2500 1.2000 38 1.3000 1.2500 1.2500 1.2000 39 1.3000 1.2500 1.2500 1.2000 40 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 41 1.3000 1.2500 1.2500 1.2000 42 1.3000 1.2500 1.2500 1.2000 43 1.3000 1.2500 1.2500 1.2000 44 1.3000 1.2500 1.2500 1.2000 45 1.3000 1.2500 1.2500 1.2000 46 1.3000 1.2500 1.2500 1.2000 47 1.3000 1.2500 1.2500 1.2000 48 1.3000 1.2500 1.2500 1.2000 49 1.3000 1.2500 1.2500 1.2000 50 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 Shear - Girder 9 Girder 9 Service Shear - k Tenth Noncomp Super- Live+ Range Sidewalk Pt Dead Imposed Impact Dead Pos Neg 0 38.69 5.43 49.32 60.84 0.00 0.00 1 29.15 4.03 46.26 57.69 0.00 0.00 2 18.37 2.57 37.03 47.57 0.00 0.00 3 8.54 1.17 33.00 50.96 0.00 0.00 4 -2.15 -0.22 30.32 51.67 0.00 0.00 5 -12.35 -1.62 -28.23 52.22 0.00 0.00 6 -23.17 -3.02 -36.09 64.07 0.00 0.00 7 -33.74 -4.43 -43.01 59.97 0.00 0.00 8 -44.85 -5.77 -50.29 60.12 0.00 0.00 9 -56.06 -7.17 -58.63 68.48 0.00 0.00 10 -67.46 -8.57 -60.95 69.13 0.00 0.00 10R 67.55 8.20 68.41 86.89 0.00 0.00 11 51.44 8.20 65.59 84.16 0.00 0.00 12 35.32 13.83 59.15 81.21 0.00 0.00 13 17.06 13.74 46.79 71.83 0.00 0.00 14 0.74 14.91 37.63 67.38 0.00 0.00 15 -18.47 -1.76 -39.75 71.51 0.00 0.00 16 -36.80 -3.85 -43.97 68.49 0.00 0.00 17 -53.78 -5.81 -52.81 69.98 0.00 0.00 18 -70.64 -7.68 -63.75 77.85 0.00 0.00 19 -83.99 -9.20 -67.65 79.32 0.00 0.00 20 -101.81 -11.16 -72.46 83.65 0.00 0.00 20R 136.42 13.83 93.63 116.65 0.00 0.00 21 111.21 11.06 83.77 108.35 0.00 0.00 22 88.67 13.83 71.33 98.71 0.00 0.00 23 59.39 13.74 59.53 90.45 0.00 0.00 24 27.44 14.91 47.94 81.03 0.00 0.00 25 -6.03 -0.56 -39.23 76.25 0.00 0.00 26 -39.24 -3.80 -49.98 80.67 0.00 0.00 27 -70.69 -6.88 -62.13 89.75 0.00 0.00 28 -98.40 -9.63 -73.37 95.79 0.00 0.00 29 -119.78 -11.82 -82.54 101.31 0.00 0.00 30 -145.08 -14.60 -93.81 111.35 0.00 0.00 30R 130.89 13.74 93.09 112.15 0.00 0.00 31 111.33 11.58 84.35 105.68 0.00 0.00 32 86.02 8.81 71.08 95.85 0.00 0.00 33 62.00 6.23 60.39 90.27 0.00 0.00 34 33.72 3.31 48.69 83.02 0.00 0.00 35 4.14 0.29 -38.46 76.65 0.00 0.00 36 -27.20 -2.88 -47.98 78.17 0.00 0.00 37 -57.84 -6.00 -59.86 84.82 0.00 0.00 38 -86.54 -8.95 -72.74 94.10 0.00 0.00 39 -111.28 -11.59 -84.19 103.07 0.00 0.00 40 -135.36 -14.18 -95.76 114.95 0.00 0.00 40R 143.56 14.91 87.86 96.40 0.00 0.00 41 121.26 12.47 77.09 87.71 0.00 0.00 42 98.72 10.05 66.64 80.46 0.00 0.00 43 76.14 7.67 57.04 75.71 0.00 0.00 44 52.56 5.29 48.38 69.06 0.00 0.00 45 29.85 2.86 45.10 77.85 0.00 0.00 46 5.29 0.41 -34.99 67.04 0.00 0.00 47 -19.67 -2.03 -43.60 71.10 0.00 0.00 48 -44.80 -4.50 -54.15 76.41 0.00 0.00 49 -69.51 -7.00 -65.75 81.33 0.00 0.00 50 -92.22 -9.45 -71.23 83.50 0.00 0.00 Concurrent Moment 0 0.06 1 254.62 2 548.18 3 667.90 4 514.82 5 546.17 6 489.14 7 425.71 8 191.01 9 12.43 10 118.02 10R -51.42 11 146.22 12 555.23 13 823.07 14 992.76 15 948.48 16 662.68 17 557.22 18 378.59 19 190.08 20 201.09 20R 144.27 21 2836.21 22 4459.18 23 6714.88 24 1863.52 25 1816.73 26 819.88 27 705.22 28 551.13 29 175.30 30 98.93 30R -344.98 31 1537.73 32 3946.37 33 4803.08 34 5194.66 35 4613.15 36 1311.18 37 649.04 38 460.26 39 142.23 40 151.45 40R -661.07 41 1680.56 42 3521.03 43 1244.00 44 1485.48 45 1747.96 46 1352.87 47 668.32 48 564.95 49 224.53 50 0.00 Moment - Girder 9 Girder 9 Service Moment - k-ft Tenth Noncomp Super- Max Min Sidewalk Pt Dead Imposed Live+ Live+ Max Min Dead Impact Impact 0 0.00 0.00 0.29 -0.27 0.00 0.00 1 272.10 37.92 331.58 -86.44 0.00 0.00 2 466.49 64.62 573.63 -172.86 0.00 0.00 3 574.53 79.62 732.12 -245.08 0.00 0.00 4 602.52 83.48 816.05 -317.55 0.00 0.00 5 544.53 76.10 816.96 -377.67 0.00 0.00 6 403.46 57.56 760.95 -439.37 0.00 0.00 7 175.45 27.69 654.72 -493.21 0.00 0.00 8 -140.91 -13.20 480.61 -562.22 0.00 0.00 9 -545.37 -65.07 376.05 -666.41 0.00 0.00 10 -1038.84 -127.88 358.51 -942.30 0.00 0.00 11 -369.94 -46.77 291.48 -473.62 0.00 0.00 12 117.82 13.25 618.45 -364.07 0.00 0.00 13 420.58 51.69 926.49 -374.16 0.00 0.00 14 520.71 67.10 1089.47 -476.07 0.00 0.00 15 413.31 58.98 1153.14 -604.70 0.00 0.00 16 107.31 27.74 1083.35 -723.05 0.00 0.00 17 -401.35 -26.55 922.84 -830.56 0.00 0.00 18 -1101.25 -101.91 684.30 -1049.66 0.00 0.00 19 -1974.55 -197.14 565.57 -1415.21 0.00 0.00 20 -3018.76 -311.54 572.69 -1956.01 0.00 0.00 21 -1054.71 -114.12 567.93 -1042.20 0.00 0.00 22 552.95 44.99 1234.68 -881.55 0.00 0.00 23 1708.94 159.87 1806.94 -867.13 0.00 0.00 24 2383.35 226.59 2159.89 -937.59 0.00 0.00 25 2547.18 243.12 2284.06 -982.81 0.00 0.00 26 2194.02 208.94 2183.22 -1053.55 0.00 0.00 27 1334.95 125.03 1852.50 -1082.81 0.00 0.00 28 -1.25 -6.04 1305.00 -1141.54 0.00 0.00 29 -1764.40 -179.81 704.16 -1468.22 0.00 0.00 30 -3864.84 -389.33 629.71 -2361.27 0.00 0.00 31 -1989.54 -193.42 634.64 -1449.46 0.00 0.00 32 -424.44 -31.78 1169.75 -1102.31 0.00 0.00 33 760.20 89.13 1714.30 -1043.07 0.00 0.00 34 1499.54 163.62 2043.27 -1020.97 0.00 0.00 35 1769.74 190.27 2142.15 -963.45 0.00 0.00 36 1542.76 166.52 2010.07 -931.77 0.00 0.00 37 829.39 93.23 1635.74 -871.50 0.00 0.00 38 -338.71 -26.80 1063.74 -860.70 0.00 0.00 39 -1902.10 -188.58 450.13 -1244.50 0.00 0.00 40 -3839.63 -390.68 498.86 -2228.30 0.00 0.00 41 -1989.18 -199.38 605.65 -1441.01 0.00 0.00 42 -453.25 -41.90 1100.66 -1126.68 0.00 0.00 43 770.16 81.82 1542.49 -984.00 0.00 0.00 44 1671.69 172.19 1841.29 -865.53 0.00 0.00 45 2247.80 229.12 1997.66 -739.46 0.00 0.00 46 2480.34 251.96 1988.49 -602.55 0.00 0.00 47 2371.90 240.68 1813.66 -458.96 0.00 0.00 48 1921.40 195.07 1448.56 -309.68 0.00 0.00 49 1129.56 114.88 871.45 -156.14 0.00 0.00 50 0.00 0.00 0.01 -0.01 0.00 0.00 Concurrent Shear 0 7.28 20.75 1 43.88 -7.24 2 36.30 -5.60 3 27.75 -5.98 4 17.38 -4.86 5 -14.61 5.25 6 32.77 4.71 7 31.41 4.57 8 34.92 5.38 9 -8.72 49.77 10 -8.18 56.12 11 58.72 -13.55 12 49.31 0.49 13 39.84 -24.93 14 32.92 -28.43 15 -22.94 36.04 16 22.25 39.43 17 31.16 48.51 18 39.31 58.80 19 -11.67 62.80 20 -11.19 72.33 21 79.23 -24.57 22 67.31 -5.39 23 54.96 -8.25 24 43.69 -30.88 25 13.68 36.85 26 19.27 48.06 27 23.58 60.96 28 27.37 72.43 29 -18.76 82.54 30 -17.53 93.81 31 84.35 -21.32 32 67.51 -24.77 33 56.49 -27.32 34 44.28 -30.75 35 -34.17 34.80 36 20.27 44.60 37 36.80 57.22 38 44.42 71.23 39 34.99 83.54 40 -19.19 95.46 41 77.01 -10.63 42 61.25 -13.82 43 52.02 -15.14 44 43.34 -16.50 45 37.04 -26.13 46 17.56 29.03 47 21.13 37.93 48 25.54 48.66 49 38.55 60.16 50 3.87 53.34 Service Max Moment Contribution by Lane 1 0 0.29 1 331.58 2 573.63 3 732.12 4 816.05 5 816.96 6 760.95 7 654.72 8 480.61 9 376.05 10 358.51 11 291.48 12 618.45 13 926.49 14 1089.47 15 1153.14 16 1083.35 17 922.84 18 684.30 19 565.57 20 572.69 21 567.93 22 1234.68 23 1806.94 24 2159.89 25 2284.06 26 2183.22 27 1852.50 28 1305.00 29 704.16 30 629.71 31 634.64 32 1169.75 33 1714.30 34 2043.27 35 2142.15 36 2010.07 37 1635.74 38 1063.74 39 450.13 40 498.86 41 605.65 42 1100.66 43 1542.49 44 1841.29 45 1997.66 46 1988.49 47 1813.66 48 1448.56 49 871.45 50 0.01 Service Min Moment Contribution by Lane 1 0 -0.27 1 -86.44 2 -172.86 3 -245.08 4 -317.55 5 -377.67 6 -439.37 7 -493.21 8 -562.22 9 -666.41 10 -942.30 11 -473.62 12 -364.07 13 -374.16 14 -476.07 15 -604.70 16 -723.05 17 -830.56 18 -1049.66 19 -1415.21 20 -1956.01 21 -1042.20 22 -881.55 23 -867.13 24 -937.59 25 -982.81 26 -1053.55 27 -1082.81 28 -1141.54 29 -1468.22 30 -2361.27 31 -1449.46 32 -1102.31 33 -1043.07 34 -1020.97 35 -963.45 36 -931.77 37 -871.50 38 -860.70 39 -1244.50 40 -2228.30 41 -1441.01 42 -1126.68 43 -984.00 44 -865.53 45 -739.46 46 -602.55 47 -458.96 48 -309.68 49 -156.14 50 -0.01 (Apply multipresence factors for optimal combination.) Torque - Girder 9 Girder 9 Service Torque - k-ft Tenth Noncomp Super- Max Range Sidewalk Pt Dead Imposed Live+ Dead Impact 0 -0.04 -0.08 10.62 20.36 0.00 1 -0.04 -0.08 10.65 20.39 0.00 2 -0.04 -0.08 10.62 20.59 0.00 3 -0.02 -0.03 6.19 12.28 0.00 4 -0.02 -0.03 -7.20 13.97 0.00 5 0.00 0.03 4.09 7.66 0.00 6 0.02 0.07 8.23 15.27 0.00 7 0.02 0.07 7.30 14.36 0.00 8 0.26 0.58 12.89 21.27 0.00 9 0.26 0.58 12.86 21.02 0.00 10 0.26 0.58 12.85 20.98 0.00 10R -0.18 -0.59 -10.84 15.62 0.00 11 -0.18 -0.59 -16.42 29.96 0.00 12 0.01 -0.13 -12.10 23.92 0.00 13 0.03 -0.01 -9.01 17.25 0.00 14 0.03 -0.01 -9.01 17.25 0.00 15 0.04 0.09 -5.99 11.94 0.00 16 0.07 0.15 8.08 15.34 0.00 17 0.07 0.15 8.08 15.34 0.00 18 0.05 0.14 11.59 22.98 0.00 19 -0.33 -0.11 -14.54 28.02 0.00 20 -0.33 -0.11 -14.54 28.02 0.00 20R -0.33 -0.20 -8.11 13.04 0.00 21 -0.33 -0.20 -13.54 26.24 0.00 22 -0.54 -0.24 -11.89 23.25 0.00 23 -0.43 -0.20 -9.03 17.70 0.00 24 -0.23 -0.11 -7.05 13.64 0.00 25 0.08 0.02 5.47 10.81 0.00 26 0.33 0.13 6.91 12.74 0.00 27 0.51 0.22 9.19 17.65 0.00 28 0.52 0.24 11.74 23.07 0.00 29 0.19 0.17 12.88 25.68 0.00 30 0.19 0.17 12.88 25.68 0.00 30R -0.06 -0.07 -7.22 12.48 0.00 31 -0.06 -0.07 -13.13 24.97 0.00 32 -0.13 -0.12 -11.15 21.06 0.00 33 -0.24 -0.16 -8.36 15.53 0.00 34 -0.31 -0.16 -6.74 12.06 0.00 35 -0.23 -0.10 -5.72 10.90 0.00 36 -0.08 -0.02 6.34 11.82 0.00 37 0.09 0.07 7.64 13.87 0.00 38 0.22 0.14 8.97 16.67 0.00 39 0.20 0.13 10.04 19.42 0.00 40 0.21 0.11 10.09 20.17 0.00 40R 0.30 0.13 -5.69 9.42 0.00 41 0.30 0.13 -9.23 18.33 0.00 42 0.21 0.12 -7.17 14.03 0.00 43 0.26 0.09 -5.20 9.66 0.00 44 0.09 0.03 -3.84 7.40 0.00 45 0.09 0.03 -3.84 7.40 0.00 46 -0.06 -0.02 4.18 7.92 0.00 47 -0.26 -0.09 5.64 10.58 0.00 48 -0.38 -0.13 7.22 14.03 0.00 49 -0.46 -0.15 8.15 16.05 0.00 50 -0.46 -0.15 8.15 16.05 0.00 Sign convention Positive torque - clockwise twist looking from left abutment toward right Torque - Fatigue Truck - Girder 9 Girder 9 Fatigue Truck Service Torque - k-ft Tenth Max Torque Range 0 -4.91 6.64 1 -4.91 6.64 2 -4.91 6.64 3 -2.75 4.06 4 -2.75 4.15 5 1.75 2.08 6 3.82 4.56 7 3.82 4.56 8 5.62 6.55 9 5.62 6.54 10 5.62 6.54 10R -7.95 9.85 11 -7.95 9.85 12 -6.16 7.91 13 -3.95 5.47 14 -3.95 5.47 15 2.09 3.38 16 4.53 5.47 17 4.53 5.47 18 5.71 7.32 19 4.89 8.16 20 4.89 8.16 20R -4.30 7.02 21 -4.30 7.02 22 -4.50 5.70 23 -3.74 4.64 24 -2.62 3.45 25 1.52 2.91 26 2.73 3.63 27 3.82 4.76 28 4.43 5.57 29 4.01 6.31 30 4.01 6.31 30R -3.90 6.32 31 -3.90 6.32 32 -4.21 5.50 33 -3.67 4.38 34 -2.97 3.69 35 -1.95 3.02 36 2.07 3.05 37 3.00 3.86 38 3.79 4.63 39 4.07 5.32 40 3.42 5.57 40R -3.09 5.18 41 -3.09 5.18 42 -3.27 4.21 43 -2.75 2.95 44 -1.81 2.15 45 -1.81 2.15 46 1.31 2.06 47 2.39 3.11 48 3.51 4.34 49 3.98 4.77 50 3.98 4.77 Sign convention Positive torque - clockwise twist looking from left abutment toward right Reactions - Girder 9 Girder 9 Service Vertical Reactions - k Supp/Node Noncomp Super- Max Min Sidewalk Dead Imposed Live+ Live+ Max Min Dead Impact Impact Governing 1 11 39.69 5.52 49.05 -13.57 0.00 0.00 Steel 9.62 Concrete 30.06 Global x concurrent LL+I rot. 0.0113 -0.0029 deg Global y concurrent LL+I rot. 0.0206 -0.0056 deg 2 36 123.15 15.42 87.91 -21.72 0.00 0.00 Steel 26.34 Concrete 96.81 Global x concurrent LL+I rot. 0.0008 -0.0094 deg Global y concurrent LL+I rot. 0.0160 -0.0083 deg 3 78 227.74 23.91 130.11 -27.48 0.00 0.00 Steel 72.12 Concrete 155.61 Global x concurrent LL+I rot. 0.0017 -0.0037 deg Global y concurrent LL+I rot. 0.0124 -0.0114 deg 4 132 262.43 26.98 140.73 -25.71 0.00 0.00 Steel 86.87 Concrete 175.57 Global x concurrent LL+I rot. 0.0003 -0.0013 deg Global y concurrent LL+I rot. 0.0113 -0.0116 deg 5 201 279.08 29.08 150.06 -23.57 0.00 0.00 Steel 85.84 Concrete 193.24 Global x concurrent LL+I rot. 0.0019 -0.0014 deg Global y concurrent LL+I rot. 0.0099 -0.0106 deg 6 265 92.31 9.42 72.39 -13.44 0.00 0.00 Steel 29.01 Concrete 63.30 Global x concurrent LL+I rot. 0.0060 -0.0010 deg Global y concurrent LL+I rot. -0.0174 -0.0148 deg Truck Loading 1 11 48.82 -5.45 2 36 71.79 -7.27 3 78 88.12 -4.97 4 132 83.25 -4.49 5 201 90.18 -5.75 6 265 70.19 -3.71 Lane Loading 1 11 41.83 -13.29 2 36 87.91 -21.72 3 78 130.06 -27.48 4 132 140.73 -25.71 5 201 150.06 -23.57 6 265 69.85 -13.44 Fatigue Truck 1 11 220.85 -43.39 2 36 600.76 -89.81 3 78 534.48 -79.25 4 132 482.89 -66.06 5 201 453.84 -58.33 6 265 321.54 -32.11 Support Rotations - Degrees About global axes used in Girder Geometry table Supp/Node Noncomp Dead Superimp Dead LL+I+SDWK Range x-axis y-axis x-axis y-axis x-axis y-axis 1 11 -0.05 0.11 0.00 0.01 (-0.01 to 0.02) (-0.02 to 0.04) Concurrent live vertical reaction -3.03 27.35 -3.03 27.35 2 36 0.07 0.01 0.01 0.00 (-0.03 to 0.00) (-0.02 to 0.04) Concurrent live vertical reaction 43.34 -4.07 43.34 44.77 3 78 0.00 0.08 0.00 0.00 (-0.01 to 0.00) (-0.03 to 0.04) Concurrent live vertical reaction 40.38 40.20 40.38 40.20 4 132 0.02 -0.03 0.00 0.00 ( 0.00 to 0.00) (-0.03 to 0.03) Concurrent live vertical reaction 41.10 -2.50 41.10 38.95 5 201 0.00 0.02 0.00 0.00 ( 0.00 to 0.01) (-0.03 to 0.03) Concurrent live vertical reaction 36.11 44.46 44.46 36.11 6 265 -0.03 -0.21 0.00 -0.01 ( 0.00 to 0.01) (-0.04 to 0.01) Concurrent live vertical reaction -2.08 31.79 31.79 -2.08 Noncomp dead end reactions do not include weight of girder extensions. Torsional and flexural rotations - member local axes Supp/Node Noncomp Dead Superimp Dead LL+I+SDWK Range tors flex tors flex tors flex 1 11 -0.09 0.08 -0.01 0.01 (-0.02 to 0.02) (-0.03 to 0.03) 2 36 0.06 0.04 0.01 0.00 (-0.02 to -0.01) (-0.04 to 0.03) 3 78 -0.02 0.08 0.00 0.00 (-0.01 to 0.00) (-0.04 to 0.03) 4 132 0.02 -0.03 0.00 0.00 ( 0.00 to 0.00) (-0.03 to 0.03) 5 201 0.01 0.02 0.00 0.00 ( 0.00 to 0.01) (-0.03 to 0.03) 6 265 -0.06 -0.20 0.00 -0.01 ( 0.00 to 0.01) (-0.04 to 0.02) Noncomp dead end reactions do not include weight of girder extensions. Deflections - Girder 9 Girder 9 Deflections - in Tenth Total Steel Wet Super- Max Max Sidewalk Pt Noncomp Con- imposed LL+I LL+I Down Up Dead crete Dead Down Up 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 0.200 0.052 0.148 0.015 0.111 0.032 0.000 0.000 2 0.352 0.092 0.260 0.027 0.201 0.061 0.000 0.000 3 0.457 0.121 0.336 0.035 0.270 0.084 0.000 0.000 4 0.515 0.138 0.377 0.039 0.317 0.104 0.000 0.000 5 0.503 0.137 0.366 0.038 0.324 0.113 0.000 0.000 6 0.429 0.121 0.308 0.032 0.305 0.114 0.000 0.000 7 0.327 0.095 0.231 0.024 0.259 0.103 0.000 0.000 8 0.184 0.059 0.125 0.014 0.179 0.082 0.000 0.000 9 0.085 0.029 0.056 0.006 0.097 0.047 0.000 0.000 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 0.034 -0.011 0.045 0.003 0.155 0.054 0.000 0.000 12 0.143 -0.010 0.153 0.013 0.322 0.097 0.000 0.000 13 0.250 -0.009 0.259 0.022 0.472 0.133 0.000 0.000 14 0.276 -0.022 0.298 0.025 0.568 0.170 0.000 0.000 15 0.228 -0.046 0.275 0.023 0.598 0.194 0.000 0.000 16 0.113 -0.077 0.190 0.015 0.558 0.199 0.000 0.000 17 -0.019 -0.099 0.080 0.005 0.454 0.180 0.000 0.000 18 -0.103 -0.098 -0.005 -0.003 0.314 0.139 0.000 0.000 19 -0.110 -0.068 -0.042 -0.006 0.158 0.078 0.000 0.000 20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21 0.376 0.163 0.213 0.025 0.280 0.092 0.000 0.000 22 0.860 0.354 0.506 0.058 0.560 0.159 0.000 0.000 23 1.304 0.523 0.782 0.089 0.796 0.201 0.000 0.000 24 1.598 0.632 0.966 0.109 0.953 0.219 0.000 0.000 25 1.681 0.661 1.021 0.115 1.012 0.223 0.000 0.000 26 1.537 0.605 0.932 0.105 0.960 0.230 0.000 0.000 27 1.197 0.476 0.722 0.082 0.809 0.214 0.000 0.000 28 0.737 0.300 0.437 0.050 0.575 0.171 0.000 0.000 29 0.278 0.121 0.158 0.018 0.291 0.101 0.000 0.000 30 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 31 0.071 -0.002 0.073 0.007 0.280 0.101 0.000 0.000 32 0.359 0.072 0.287 0.029 0.557 0.170 0.000 0.000 33 0.696 0.170 0.526 0.054 0.783 0.209 0.000 0.000 34 0.956 0.250 0.706 0.073 0.925 0.222 0.000 0.000 35 1.058 0.286 0.772 0.080 0.972 0.212 0.000 0.000 36 0.974 0.268 0.707 0.074 0.910 0.200 0.000 0.000 37 0.727 0.200 0.527 0.056 0.753 0.187 0.000 0.000 38 0.391 0.105 0.286 0.031 0.522 0.150 0.000 0.000 39 0.092 0.021 0.071 0.008 0.253 0.088 0.000 0.000 40 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 41 0.197 0.066 0.131 0.013 0.207 0.083 0.000 0.000 42 0.563 0.182 0.381 0.038 0.404 0.140 0.000 0.000 43 0.989 0.316 0.673 0.068 0.566 0.172 0.000 0.000 44 1.355 0.430 0.925 0.093 0.676 0.184 0.000 0.000 45 1.583 0.501 1.082 0.108 0.721 0.180 0.000 0.000 46 1.622 0.512 1.110 0.111 0.692 0.162 0.000 0.000 47 1.465 0.462 1.003 0.100 0.596 0.132 0.000 0.000 48 1.114 0.351 0.763 0.076 0.438 0.093 0.000 0.000 49 0.605 0.190 0.414 0.041 0.232 0.048 0.000 0.000 50 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Influence surfaces for deflection using AASHTO 10.6.4. Impact Factors - Girder 9 Girder 9 Impact Factors Shear Moment,Torsion Reactions Deflections Tenth Truck Lane Truck Lane Truck Lane Pt 0 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 1 1.3000 1.2500 1.2500 1.2000 2 1.3000 1.2500 1.2500 1.2000 3 1.3000 1.2500 1.2500 1.2000 4 1.3000 1.2500 1.2500 1.2000 5 1.3000 1.2500 1.2500 1.2000 6 1.3000 1.2500 1.2500 1.2000 7 1.3000 1.2500 1.2500 1.2000 8 1.3000 1.2500 1.2500 1.2000 9 1.3000 1.2500 1.2500 1.2000 10 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 11 1.3000 1.2500 1.2500 1.2000 12 1.3000 1.2500 1.2500 1.2000 13 1.3000 1.2500 1.2500 1.2000 14 1.3000 1.2500 1.2500 1.2000 15 1.3000 1.2500 1.2500 1.2000 16 1.3000 1.2500 1.2500 1.2000 17 1.3000 1.2500 1.2500 1.2000 18 1.3000 1.2500 1.2500 1.2000 19 1.3000 1.2500 1.2500 1.2000 20 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 21 1.3000 1.2500 1.2500 1.2000 22 1.3000 1.2500 1.2500 1.2000 23 1.3000 1.2500 1.2500 1.2000 24 1.3000 1.2500 1.2500 1.2000 25 1.3000 1.2500 1.2500 1.2000 26 1.3000 1.2500 1.2500 1.2000 27 1.3000 1.2500 1.2500 1.2000 28 1.3000 1.2500 1.2500 1.2000 29 1.3000 1.2500 1.2500 1.2000 30 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 31 1.3000 1.2500 1.2500 1.2000 32 1.3000 1.2500 1.2500 1.2000 33 1.3000 1.2500 1.2500 1.2000 34 1.3000 1.2500 1.2500 1.2000 35 1.3000 1.2500 1.2500 1.2000 36 1.3000 1.2500 1.2500 1.2000 37 1.3000 1.2500 1.2500 1.2000 38 1.3000 1.2500 1.2500 1.2000 39 1.3000 1.2500 1.2500 1.2000 40 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 41 1.3000 1.2500 1.2500 1.2000 42 1.3000 1.2500 1.2500 1.2000 43 1.3000 1.2500 1.2500 1.2000 44 1.3000 1.2500 1.2500 1.2000 45 1.3000 1.2500 1.2500 1.2000 46 1.3000 1.2500 1.2500 1.2000 47 1.3000 1.2500 1.2500 1.2000 48 1.3000 1.2500 1.2500 1.2000 49 1.3000 1.2500 1.2500 1.2000 50 1.3000 1.2500 1.2500 1.2000 1.3000 1.2500 Status run completed FILE=R1.WRN 1. AASHTO 10.48.5.3 violation (w/t ratio of stf.) near TP 11 (Web still considered stiffened for stress determ.) 2. AASHTO 10.48.5.3 violation (w/t ratio of stf.) near TP 37 (Web still considered stiffened for stress determ.) 3. Curved girder spec. (6-1) or (6-2) violation at point 19 4. Curved girder spec. (6-7a) or (6-7b) violation at point 19 5. Eqtn (5-7) violation at point 0 - Bot flange Limiting ratio: 23 Actual ratio: 23.46 6. Eqtn (5-7) violation at point 0 - Top flange Limiting ratio: 23 Actual ratio: 23.46 7. Violation of (6-13) in 6.5 of 2003 crvd gdr guide spec - bs/ts ratio. bs/ts =17.23 Limit =11.56 (Above warnings may not be comprehensive.) FILE=R1.OUT *************************************************************** MDX Steel Highway Girder Design Program, Version 6.5.1977 Load Factor Design - Composite Girder Copyright (c) 1992-2012 MDX Software, Inc. Ph:573-446-3221 Fax:573-446-3278 Email: support@mdxsoftware.com *************************************************************** Jul 23, 2013 - 4:43 pm Files: HS20 Load Rating.R1 R1.OUT Contents of data file- ************************************************** ID: HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING CONDITIONS ENGLISH OUTPUT FULL DEPTH CONNECTION PLATES INTERMEDIATE TRANSVERSE STIFFENERS ONE SIDE OF WEB LFD METHOD M270M-345 STEEL M270M-345 STIFFENER STEEL METRIC INPUT PARABOLIC INTERPOLATION RATE MODE SINGLE BEARING STIFFENERS EACH SIDE STANDARD RESOLUTION OUTPUT SYSTEM FORCES DATA BR 5.0492 4.9073 4.7888 4.7421 4.7025 4.6006 4.5955 4.5946 4.5942 4.5951 4.5949 4.5976 5.0431 5.0421 5.043 5.0423 5.0419 5.0408 5.04 5.0374 5.0372 4.531 4.5292 4.5259 4.5239 4.5212 4.5179 4.515 4.5112 4.5838 4.822 5.3497 5.3667 5.375 5.3747 5.3749 5.3749 5.3746 5.3718 BSPL 18.102 13.179 13.787 18.211 30.249 19.717 23.348 19.559 ESLABW 1939. 2004. 2069. 2132. 2196. 2258. 2320. 2382. 2444. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. FPC 31. HAUNCH 150. HAUNCW 835. IGIRD 1 RAD 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 229.361 229.361 229.361 229.361 229.361 229.361 229.361 229.361 229.361 229.361 229.361 229.361 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 197.009 0. 0. 0. 0. 0. 0. 0. 0. SLABT 230. SLABWEAR 25. SPL 63.079 SPLBFT 26. 32. 32. 52. 58. 48. 64. 48. 64. SPLBFW 610. SPLTFT 26. 32. 26. 52. 52. 48. 38. 48. 38. SPLTFW 610. SPLTST 10. SPLTSW 180. SPLWT 16. 19. SPN 24.1899 32.1725 45.3678 45.5811 42.9624 SS 25. STFGAP 0. SUPBST 30. SUPBSW 270. TSLABW 1939. 2004. 2069. 2132. 2196. 2258. 2320. 2382. 2444. 2506. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2567. 2567. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2569. 2569. 2569. 2569. 2569. 2569. 2570. 2570. 2571. 2573. 2576. 2580. 2582. 2582. 2582. 2582. 2582. 2582. 2582. 2582. TSPL 18.102 13.179 13.787 18.211 30.249 19.717 23.348 19.559 TSSP 5049. 4907. 4789. 4742. 9297. 4595. 4595. 4594. 4595. 4595. 9641. 5042. 5043. 5042. 5042. 5041. 5040. 5037. 9568. 4529. 4526. 4524. 4521. 4518. 4515. 4511. 4584. 10171. 5367. 5375. 5375. 5375. 5375. 5375. WCONC 23562.998 WEBSP 47.368 6.487 136.488 WEBV 1220. 1220. 1778. 1778. GO ************************************************** Case Data Girder 1 Case Data - HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING AASHTO Specification Load Factor Method 17th Edition Standard Specifications for Highway Bridges 2003 Horizontally Curved Steel Girder Guide Specification Dimensions (additional information available in Dimensions table) Given dimensions- Web Depth 70.00 in 70.00 in Web Thickness 0.63 in 0.75 in Trans. Stiff. Width 7.09 in 7.09 in Trans. Stiff. Thickness 0.39 in 0.39 in Bearing Stiff. Width 10.63 in 10.63 in 10.63 in 10.63 in 10.63 in 10.63 in Bearing Stiff. Thickness 1.18 in 1.18 in 1.18 in 1.18 in 1.18 in 1.18 in Execution Mode Rate Mode Geometry Brace locations 0.00 ft 16.57 ft 32.67 ft 48.38 ft 63.94 ft 79.36 ft 94.46 ft 109.53 ft 124.61 ft 139.68 ft 154.76 ft 169.83 ft 184.92 ft 201.46 ft 218.00 ft 234.55 ft 251.09 ft 267.63 ft 284.17 ft 300.71 ft 317.23 ft 333.76 ft 348.63 ft 363.49 ft 378.33 ft 393.18 ft 408.01 ft 422.83 ft 437.65 ft 452.45 ft 467.48 ft 483.30 ft 500.86 ft 518.46 ft 536.10 ft 553.73 ft 571.37 ft 589.00 ft 606.63 ft 624.26 ft Unbraced length of comp. flange at support 2 is 15.43 ft. Unbraced length of comp. flange at support 3 is 16.55 ft. Unbraced length of comp. flange at support 4 is 16.53 ft. Unbraced length of comp. flange at support 5 is 17.55 ft. Cover plates No cover plates Curvature Radius of curvature 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 752.50 ft 752.50 ft 752.50 ft 752.50 ft 752.50 ft 752.50 ft 752.50 ft 752.50 ft 752.50 ft 752.50 ft 752.50 ft 752.50 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 646.35 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 2003 Guide Spec. for Horizontally Curved Steel Girder Bridges Flange splices Top flange splice locations 59.39 ft 102.63 ft 147.86 ft 207.61 ft 306.85 ft 371.54 ft 448.14 ft 512.31 ft Bottom flange splice locations 59.39 ft 102.63 ft 147.86 ft 207.61 ft 306.85 ft 371.54 ft 448.14 ft 512.31 ft Girder Type Plate Girder Composite Behavior Composite region for composite loading - 0. - 624.26 ft Span lengths 79.36 ft 105.55 ft 148.84 ft 149.54 ft 140.95 ft Stiffeners Bearing Stiffeners Single bearing stiffeners each side Longitudinal Stiffeners No longitudinal stiffener Transverse Stiffeners Transverse stiffeners one side only Stiffener transitions 16.56 ft 32.66 ft 48.38 ft 63.93 ft 79.36 ft 94.44 ft 124.59 ft 139.66 ft 169.81 ft 184.92 ft 201.44 ft 217.98 ft 234.53 ft 267.61 ft 284.15 ft 300.69 ft 317.21 ft 333.76 ft 348.60 ft 363.46 ft 378.31 ft 393.15 ft 407.99 ft 422.81 ft 437.62 ft 452.42 ft 467.46 ft 483.30 ft 500.83 ft 518.44 ft 606.61 ft Stiffener clips 0.98 in Web Splices Web splice locations 206.95 ft Web haunches No web haunches Fatigue Allowable weld stress 18.00 ksi AWS minimum welds Fatigue stress category B flange splices Impact Impact factors assigned in GSA program Loading Load Factors gamma, beta 1.300 1.670 Constructibility 1.400 Forms weight factor 1.000 Unshored construction Material Concrete Unit wt of concrete 150. lb/cu ft Slab t for strength 8.07 in 8.07 in 8.07 in 8.07 in 8.07 in Concrete strength 4.50 ksi Effective slab width 76.34 in 78.90 in 81.46 in 83.94 in 86.46 in 88.90 in 91.34 in 93.78 in 96.22 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in Neg mom rebar area 7.82 in2 7.82 in2 7.82 in2 7.82 in2 Rebar placement from bottom of slab 4.55 in 4.55 in 4.55 in 4.55 in Negative mom. slab used in dead load 2 analysis Slab haunch 5.91 in 5.91 in 5.91 in 5.91 in 5.91 in Slab haunch width 32.87 in 32.87 in 32.87 in 32.87 in 32.87 in Self weight slab width by tenth pt 76.34 in 78.90 in 81.46 in 83.94 in 86.46 in 88.90 in 91.34 in 93.78 in 96.22 in 98.66 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.06 in 101.06 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.14 in 101.14 in 101.14 in 101.14 in 101.14 in 101.14 in 101.18 in 101.18 in 101.22 in 101.30 in 101.42 in 101.57 in 101.65 in 101.65 in 101.65 in 101.65 in 101.65 in 101.65 in 101.65 in 101.65 in Steel Web splice section 1 Steel grade M270-50 Web splice section 2 Steel grade M270-50 Rebar yield 60.00 ksi Summary tables Standard resolution summary tables Units Input Units: Metric Output Units: U.S. Customary END OF CASE DATA * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * (Nonprismatic section used for this analysis.) Service load shear (kips) and moment (kip-ft) at span tenth points on web section 1 Max live load+impact shear 48.1T 44.6T 37.5T 32.0T -25.6T -26.5T -36.6T -41.8T -51.4T -57.1T -55.4T 57.2T 51.3T 41.1T 31.6T -36.7T -40.3T -49.2T -59.6T -65.4T -70.1T 71.8L Dead load 1 shear 36.7 27.4 17.8 9.0 -0.9 -10.2 -20.5 -31.4 -42.3 -53.8 -65.1 48.4 31.9 16.5 1.5 -12.9 -27.6 -43.4 -60.9 -81.7 -98.4 93.3 Dead load 2 shear 5.4 4.0 2.6 1.3 -0.1 -1.4 -2.8 -4.2 -5.6 -6.8 -8.1 7.6 12.2 12.4 15.3 -1.3 -3.0 -4.8 -6.7 -8.9 -10.8 9.6 (Shear value at an interior support is at left of support.) Max live load+impact moment 4.3T 320.8T 564.1T 712.6T 805.5T 794.0T 742.2T 608.9T 429.1T 264.5L 197.4L 271.4T 559.0T 780.9T 887.4T 919.1T 845.0T 692.0T 504.9T 401.8L 426.6L 462.4T Min live load+impact moment -4.5T -73.3T -147.2T -207.1T -265.5T -308.5T -350.0T -379.1T -410.9T -459.2L -687.7L -361.1T -320.6T -301.9L -340.0L -403.3L -469.9L -535.7L -714.4L -1083.9L -1602.0L -819.6L Dead load 1 moment 0.0 254.4 433.8 543.2 575.7 533.8 412.2 204.7 -88.0 -472.3 -928.1 -337.1 84.3 340.5 435.1 375.6 160.9 -213.4 -771.9 -1521.6 -2472.8 -907.4 Dead load 2 moment 0.0 37.1 63.2 78.8 83.3 77.5 60.6 33.1 -5.5 -53.4 -110.7 -40.4 10.8 43.3 57.3 53.0 30.2 -11.1 -72.3 -154.6 -258.7 -96.1 * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Rate Web depth = 70.0000 in Web thickness = 0.6250 in Tenth Top Flange Min Top Bott Flange Min Bott Flange to Web Weld Point Width Flange t Width Flange t Top Bott 0 24.02 1.024 24.02 1.024 5/16 5/16 1 24.02 1.024 24.02 1.024 5/16 5/16 2 24.02 1.024 24.02 1.024 5/16 5/16 3 24.02 1.024 24.02 1.024 5/16 5/16 4 24.02 1.024 24.02 1.024 5/16 5/16 5 24.02 1.024 24.02 1.024 5/16 5/16 6 24.02 1.024 24.02 1.024 5/16 5/16 7 24.02 1.024 24.02 1.024 5/16 5/16 8 24.02 1.260 24.02 1.260 5/16 5/16 9 24.02 1.260 24.02 1.260 5/16 5/16 10 24.02 1.260 24.02 1.260 5/16 5/16 11 24.02 1.260 24.02 1.260 5/16 5/16 12 24.02 1.260 24.02 1.260 5/16 5/16 13 24.02 1.024 24.02 1.260 5/16 5/16 14 24.02 1.024 24.02 1.260 5/16 5/16 15 24.02 1.024 24.02 1.260 5/16 5/16 16 24.02 1.024 24.02 1.260 5/16 5/16 17 24.02 2.047 24.02 2.047 5/16 5/16 18 24.02 2.047 24.02 2.047 5/16 5/16 19 24.02 2.047 24.02 2.047 5/16 5/16 20 24.02 2.047 24.02 2.047 5/16 5/16 21 24.02 2.047 24.02 2.047 5/16 5/16 2 - 10.75 x 1.125 brng. stf. at 0.00 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 79.36 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 184.92 ft from left end of web section 7.00 x 0.41 transverse stiffeners 1 stiffener space at 198.50 in (straddles web splice) Composite section properties at max positive moment - n = 8 I = 83685. in4 S (top steel) = 11557.05 in3 S (bottom steel) = 1953.54 in3 S (concrete) = 4144.10 in3 Neutral axis from bottom flange = 42.84 in Composite section properties at max positive moment - n = 24 I = 60033. in4 S (top steel) = 3770.91 in3 S (bottom steel) = 1757.46 in3 S (concrete) = 2079.22 in3 Neutral axis from bottom flange = 34.16 in Section properties of girder alone at max positive moment I = 35354. in4 S (top) = 1411.94 in3 S (bottom) = 1411.94 in3 Neutral axis from bottom flange = 25.04 in Section properties of girder alone at max negative moment I = 145505. in4 S (top) = 3927.55 in3 S (bottom) = 3927.54 in3 Neutral axis from bottom flange = 37.05 in Composite section properties at max negative moment I = 160812. in4 S (top of steel) = 4637.40 in3 S (bottom of steel) = 4079.70 in3 S (reinf) = 3732.64 in3 Neutral axis from bottom flange = 39.42 in * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Web Section 1 Stresses ----------------------- Factored Shear Factored Bending Tenth Shear Strength Moment Strength Point (k ) (k ) Ratio (k-ft) (k-ft) Ratio 0 159.2 649.8 (5) 0.245 9.8 6947.9 (10) 0.001 1 137.6 649.8 (5) 0.212 1075.3 8569.1 (20) 0.125 2 107.9 649.8 (5) 0.166 1870.6 9052.5 (20) 0.207 3 83.0 649.8 (5) 0.128 2355.6 9103.2 (20) 0.259 4 56.9 649.8 (5) 0.088 2605.5 9154.5 (20) 0.285 5 72.5 649.8 (5) 0.112 2518.3 9204.0 (20) 0.274 6 109.8 649.8 (5) 0.169 2225.8 9253.3 (20) 0.241 7 136.9 649.8 (5) 0.211 1631.1 9302.4 (20) 0.175 8 173.7 649.8 (5) 0.267 1013.6 7293.7 (10) 0.139 9 202.8 649.8 (5) 0.312 1680.4 7148.2 (10) 0.235 10L 215.4 649.8 (5) 0.332 2843.5 7114.3 (10) 0.400 10R 226.0 649.8 (5) 0.348 2843.5 7114.3 (10) 0.400 11 197.0 649.8 (5) 0.303 1274.7 6339.1 (10) 0.201 12 168.7 649.8 (5) 0.260 1337.3 9158.7 (10) 0.146 13 126.8 649.8 (5) 0.195 2194.4 8739.9 (10) 0.251 14 90.4 649.8 (5) 0.139 2566.6 8701.2 (10) 0.295 15 98.0 649.8 (5) 0.151 2552.8 8762.8 (10) 0.291 16 127.2 649.8 (5) 0.196 2083.0 9095.3 (10) 0.229 17 169.6 649.8 (5) 0.261 1454.9 10891.4 (9) 0.134 18 217.4 550.4 (5) 0.395 2648.4 11489.5 (10) 0.231 19 259.9 461.7 (5) 0.563 4532.3 13880.7 (10) 0.327 20L 294.1 445.8 (5) 0.660 7028.9 13700.9 (10) 0.513 20R 343.7 445.8 (5) 0.771 7028.9 13700.9 (10) 0.513 21 289.7 445.8 (5) 0.650 3083.9 16162.4 (9) 0.191 Stiffeners Location 16.56 105.7 649.8 (5) 0.163 32.66 58.7 649.8 (5) 0.090 48.38 112.4 649.8 (5) 0.173 63.93 175.4 649.8 (5) 0.270 94.44 184.9 649.8 (5) 0.285 109.51 132.8 649.8 (5) 0.204 124.59 92.5 649.8 (5) 0.142 139.66 118.8 649.8 (5) 0.183 154.73 176.3 649.8 (5) 0.271 169.81 241.5 496.2 (5) 0.487 201.44 282.9 445.8 (5) 0.635 (5) C 0.58 Fyw D t (20) compact section (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 1232.95 1350.48 3 2878.93 3550.95 Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 0.00 0.00 0.00 0.000 chk not rq 0.000 0.000 16.57 13.29 0.00 0.000 chk not rq 0.000 0.000 32.67 17.88 0.00 0.000 0.000 0.000 0.000 48.38 14.62 0.00 0.000 chk not rq 0.000 0.000 63.94 6.97 0.00 0.000 chk not rq 0.000 0.000 79.36 19.38 0.00 0.000 0.000 0.000 0.000 94.46 4.34 0.46 0.106 chk not rq 0.018 0.018 109.53 11.95 1.11 0.093 chk not rq 0.044 0.044 124.61 14.91 1.38 0.092 chk not rq 0.055 0.055 139.68 12.56 1.18 0.094 chk not rq 0.047 0.047 154.76 7.12 0.52 0.073 0.145 0.021 0.021 169.83 12.32 0.96 0.078 0.156 0.038 0.038 184.92 21.04 1.86 0.088 0.177 0.074 0.074 201.46 7.89 0.79 0.100 0.201 0.032 0.032 Bearing Stiffeners Location Factored Allowable Actual Ratio Allowable Actual Ratio From Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress (ft) (k ) (ksi) (ksi) (ksi) (ksi) 0.00 161.10 49.95 5.16 0.103 67.55 7.33 0.109 0.00 161.10 49.95 5.16 0.103 67.55 7.33 0.109 79.36 297.04 49.95 9.51 0.190 67.55 13.52 0.200 79.36 297.04 49.95 9.51 0.190 67.55 13.52 0.200 184.92 608.68 49.95 19.50 0.390 67.55 27.70 0.410 184.92 608.68 49.95 19.50 0.390 67.55 27.70 0.410 Fatigue Truck Loading Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) Range Range Girder Base metal 7.94 B 224.62 1.46 8.00 0.182 Base metal 15.87 B 406.80 2.65 8.00 0.331 Base metal 23.81 B 527.30 3.44 8.00 0.431 Base metal 31.75 B 607.94 3.99 8.00 0.499 Base metal 39.68 B 625.60 4.14 8.00 0.517 Base metal 47.62 B 631.53 4.21 8.00 0.526 Base metal 55.55 B 570.94 3.86 8.00 0.482 Base metal 63.49 C 471.32 1.54 5.00 0.308 Base metal 71.43 C 418.54 1.54 5.00 0.307 Base metal 79.36 C 393.03 1.60 5.00 0.320 Base metal 89.92 C 357.16 0.34 5.00 0.067 Base metal 100.47 B 494.02 2.71 8.00 0.339 Base metal 111.03 B 620.51 3.39 8.00 0.424 Base metal 121.58 B 659.85 3.50 8.00 0.438 Base metal 132.14 B 723.58 3.97 8.00 0.497 Base metal 142.69 B 740.27 3.93 8.00 0.491 Base metal 153.25 C 689.50 0.71 5.00 0.143 Base metal 163.81 C 636.80 0.66 5.00 0.132 Base metal 174.36 C 642.09 0.66 5.00 0.133 Base metal 184.92 C 857.75 0.89 5.00 0.178 Base metal 199.80 C 705.41 0.73 5.00 0.146 Near flg-web weld 7.94 B 224.62 1.42 8.00 0.178 Near flg-web weld 15.87 B 406.80 2.58 8.00 0.323 Near flg-web weld 23.81 B 527.30 3.36 8.00 0.420 Near flg-web weld 31.75 B 607.94 3.90 8.00 0.487 Near flg-web weld 39.68 B 625.60 4.04 8.00 0.505 Near flg-web weld 47.62 B 631.53 4.11 8.00 0.514 Near flg-web weld 55.55 B 570.94 3.77 8.00 0.471 Near flg-web weld 63.49 B 471.32 2.74 8.00 0.342 Near flg-web weld 71.43 B 418.54 1.45 8.00 0.181 Near flg-web weld 79.36 B 393.03 1.51 8.00 0.189 Near flg-web weld 89.92 B 357.16 0.32 8.00 0.040 Near flg-web weld 100.47 B 494.02 2.54 8.00 0.317 Near flg-web weld 111.03 B 620.51 3.18 8.00 0.398 Near flg-web weld 121.58 B 659.85 3.38 8.00 0.423 Near flg-web weld 132.14 B 723.58 3.71 8.00 0.464 Near flg-web weld 142.69 B 740.27 3.80 8.00 0.474 Near flg-web weld 153.25 B 689.50 2.43 8.00 0.303 Near flg-web weld 163.81 B 636.80 0.61 8.00 0.076 Near flg-web weld 174.36 B 642.09 0.62 8.00 0.078 Near flg-web weld 184.92 B 857.75 0.84 8.00 0.104 Near flg-web weld 199.80 B 705.41 0.69 8.00 0.086 Top Flg. splice 59.39 B 527.66 1.72 8.00 0.215 Top Flg. splice 102.63 B 520.68 1.38 8.00 0.173 Top Flg. splice 147.86 B 723.85 2.12 8.00 0.265 Top Flg. splice 207.61 B 844.31 1.48 8.00 0.184 Bot.Flg. splice 59.39 B 527.66 3.61 8.00 0.451 Bot.Flg. splice 102.63 B 520.68 3.10 8.00 0.388 Bot.Flg. splice 147.86 B 723.85 4.24 8.00 0.530 Bot.Flg. splice 207.61 B 844.31 2.32 8.00 0.290 Rebars 79.36 625.99 4.58 20.00 0.229 Rebars 184.92 1360.12 4.29 20.00 0.215 * wheel distribution given in GSA program * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Cost Schedule for Web Section 1 -------------------------------- lb Flange 47051.9 Web 23052.1 Web stiffeners 550.9 Bearing stiff. 1440.3 Total steel 72095.3 Welding Vol lbs Flange-web 485.0 137.5 Trans.stiff.-web ( 1/ 4 cont.) 42.7 12.1 Brng.stiff.( 1)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 2)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 3)-web( 5/16 cont.) 13.7 3.9 Total welding * 568.8 161.3 Total steel and weld 72256.6 Begin solution for web section 2. * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Service load shear (kips) and moment (kip-ft) at span tenth points on web section 2 Max live load+impact shear 58.3L 48.0L 39.7T -34.1T -41.1T -50.0T -60.1T -72.8T -83.4T 70.4L 59.3T 51.3T 42.4T 36.6T -40.2T -49.5T -59.6T -73.1T -84.4T 81.0T 71.3T 57.6T 48.6T 40.3T -34.3T -43.1T -53.9T -65.7T -75.4T Dead load 1 shear 65.5 40.6 18.7 -2.1 -23.2 -45.3 -70.0 -99.6 -123.3 87.3 63.3 41.6 19.9 -2.8 -25.7 -49.6 -76.2 -107.3 -131.2 125.9 97.4 75.7 51.3 26.5 3.5 -23.1 -48.9 -73.5 -96.4 Dead load 2 shear 12.2 12.4 15.3 -0.2 -2.4 -4.6 -7.2 -10.3 -12.9 9.3 6.7 4.4 2.2 -0.2 -2.6 -5.1 -7.9 -11.2 -13.8 12.8 9.9 7.6 5.2 2.7 0.3 -2.3 -4.9 -7.4 -9.8 (Shear value at an interior support is at left of support.) Max live load+impact moment 915.3T 1312.2T 1543.0T 1613.6L 1546.3L 1321.0T 940.5T 531.0L 529.1L 489.3L 885.3T 1272.8T 1510.8T 1592.0T 1517.5T 1283.5T 891.1T 419.7T 332.0L 415.9L 921.6T 1403.1T 1745.4T 1934.3T 1952.4T 1802.8T 1453.4T 878.4T 1.4T Min live load+impact moment -697.1T -662.1L -671.6L -675.9L -694.9L -700.1L -710.2L -1005.1L -1825.8L -1013.4L -733.7L -745.6L -765.8L -770.2L -788.7L -790.4L -794.6L -1088.7L -1927.7L -1069.2L -705.7L -633.9L -578.8L -511.8L -424.1L -326.7L -221.8L -111.9L -1.4T Dead load 1 moment 252.7 1037.1 1484.5 1610.8 1420.0 905.1 48.6 -1184.5 -2844.0 -1291.0 -164.3 605.7 1047.8 1166.1 944.7 379.2 -547.3 -1873.7 -3664.3 -1731.5 -181.7 1039.7 1938.6 2500.3 2712.1 2561.3 2054.1 1197.1 0.0 Dead load 2 moment 23.1 103.8 149.5 162.3 142.7 90.0 2.1 -124.9 -296.9 -131.0 -11.0 70.2 116.6 129.6 107.6 49.7 -46.1 -184.4 -372.1 -173.9 -16.3 106.7 196.5 251.7 272.8 258.0 207.5 121.3 0.0 * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Rate Web depth = 70.0000 in Web thickness = 0.7500 in Tenth Top Flange Min Top Bott Flange Min Bott Flange to Web Weld Point Width Flange t Width Flange t Top Bott 22 24.02 2.047 24.02 2.283 5/16 5/16 23 24.02 2.047 24.02 2.283 5/16 5/16 24 24.02 2.047 24.02 2.283 5/16 5/16 25 24.02 2.047 24.02 2.283 5/16 5/16 26 24.02 2.047 24.02 2.283 5/16 5/16 27 24.02 2.047 24.02 2.283 5/16 5/16 28 24.02 2.047 24.02 2.283 5/16 5/16 29 24.02 1.890 24.02 1.890 5/16 5/16 30 24.02 1.890 24.02 1.890 5/16 5/16 31 24.02 1.890 24.02 1.890 5/16 5/16 32 24.02 1.890 24.02 1.890 5/16 5/16 33 24.02 1.496 24.02 2.520 5/16 5/16 34 24.02 1.496 24.02 2.520 5/16 5/16 35 24.02 1.496 24.02 2.520 5/16 5/16 36 24.02 1.496 24.02 2.520 5/16 5/16 37 24.02 1.496 24.02 2.520 5/16 5/16 38 24.02 1.890 24.02 1.890 5/16 5/16 39 24.02 1.890 24.02 1.890 5/16 5/16 40 24.02 1.890 24.02 1.890 5/16 5/16 41 24.02 1.890 24.02 1.890 5/16 5/16 42 24.02 1.890 24.02 1.890 5/16 5/16 43 24.02 1.496 24.02 2.520 5/16 5/16 44 24.02 1.496 24.02 2.520 5/16 5/16 45 24.02 1.496 24.02 2.520 5/16 5/16 46 24.02 1.496 24.02 2.520 5/16 5/16 47 24.02 1.496 24.02 2.520 5/16 5/16 48 24.02 1.496 24.02 2.520 5/16 5/16 49 24.02 1.496 24.02 2.520 5/16 5/16 50 24.02 1.496 24.02 2.520 5/16 5/16 2 - 10.75 x 1.125 brng. stf. at 126.81 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 276.35 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 417.31 ft from left end of web section 7.00 x 0.41 transverse stiffeners 1 stiffener space at 198.50 in (straddles web splice) Composite section properties at max positive moment - n = 8 I = 295684. in4 S (top steel) = 13211.06 in3 S (bottom steel) = 5726.52 in3 S (concrete) = 8481.59 in3 Neutral axis from bottom flange = 51.63 in Composite section properties at max positive moment - n = 24 I = 211217. in4 S (top steel) = 6315.50 in3 S (bottom steel) = 5206.05 in3 S (concrete) = 4599.22 in3 Neutral axis from bottom flange = 40.57 in Section properties of girder alone at max positive moment I = 141394. in4 S (top) = 3318.76 in3 S (bottom) = 4501.34 in3 Neutral axis from bottom flange = 31.41 in Section properties of girder alone at max negative moment I = 138740. in4 S (top) = 3760.94 in3 S (bottom) = 3760.94 in3 Neutral axis from bottom flange = 36.89 in Composite section properties at max negative moment I = 154054. in4 S (top of steel) = 4460.38 in3 S (bottom of steel) = 3925.79 in3 S (reinf) = 3574.23 in3 Neutral axis from bottom flange = 39.24 in * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Web Section 2 Stresses ----------------------- Factored Shear Factored Bending Tenth Shear Strength Moment Strength Point (k ) (k ) Ratio (k-ft) (k-ft) Ratio 22 227.7 770.4 (5) 0.296 2345.7 21504.3 (6) 0.109 23 173.2 770.4 (5) 0.225 4331.8 20682.9 (6) 0.209 24 130.4 770.4 (5) 0.169 5473.9 20438.8 (6) 0.268 25 77.0 770.4 (5) 0.100 5808.0 20380.6 (6) 0.285 26 122.3 770.4 (5) 0.159 5388.6 20485.5 (6) 0.263 27 173.3 770.4 (5) 0.225 4161.4 20814.5 (6) 0.200 28 231.0 770.4 (5) 0.300 2107.6 22048.3 (6) 0.096 29 300.7 770.4 (5) 0.390 3884.3 15514.9 (9) 0.250 30L 358.2 770.4 (5) 0.465 8047.1 15472.9 (9) 0.520 30R 346.4 770.4 (5) 0.450 8047.1 15472.9 (9) 0.520 31 278.3 770.4 (5) 0.361 4048.8 15612.9 (9) 0.259 32 219.9 770.4 (5) 0.285 1820.6 15816.0 (9) 0.115 33 171.2 770.4 (5) 0.222 3641.9 22396.8 (6) 0.163 34 120.8 770.4 (5) 0.157 4793.8 21972.7 (6) 0.218 35 75.7 770.4 (5) 0.098 5140.6 21908.0 (6) 0.235 36 124.1 770.4 (5) 0.161 4662.6 22106.0 (6) 0.211 37 178.5 770.4 (5) 0.232 3344.1 22836.3 (6) 0.146 38 238.6 770.4 (5) 0.310 2496.4 15689.1 (9) 0.159 39 312.8 770.4 (5) 0.406 5039.1 15504.9 (9) 0.325 40L 371.7 770.4 (5) 0.483 9432.3 15369.4 (9) 0.614 40R 404.8 770.4 (5) 0.525 9432.3 15369.4 (9) 0.614 41 356.2 770.4 (5) 0.462 4798.3 15393.1 (9) 0.312 42 294.2 770.4 (5) 0.382 1789.5 15615.1 (9) 0.115 43 233.2 770.4 (5) 0.303 4536.6 23740.3 (20) 0.191 44 178.9 770.4 (5) 0.232 6564.9 23740.3 (20) 0.277 45 125.4 770.4 (5) 0.163 7777.0 23740.3 (20) 0.328 46 73.1 770.4 (5) 0.095 8119.0 23740.3 (20) 0.342 47 126.6 770.4 (5) 0.164 7579.0 23740.3 (20) 0.319 48 186.9 770.4 (5) 0.243 6095.3 23740.3 (20) 0.257 49 247.7 770.4 (5) 0.322 3621.0 23740.3 (20) 0.153 50 301.8 770.4 (5) 0.392 3.1 20428.7 (10) 0.000 Stiffeners Location 217.98 215.6 770.4 (5) 0.280 234.53 158.9 770.4 (5) 0.206 251.07 106.7 770.4 (5) 0.138 267.61 102.2 770.4 (5) 0.133 284.15 156.4 770.4 (5) 0.203 300.69 218.2 770.4 (5) 0.283 317.21 292.9 770.4 (5) 0.380 348.60 278.8 770.4 (5) 0.362 363.46 220.7 770.4 (5) 0.286 378.31 172.2 770.4 (5) 0.224 393.15 122.2 770.4 (5) 0.159 407.99 77.3 770.4 (5) 0.100 422.81 121.9 770.4 (5) 0.158 437.62 175.6 770.4 (5) 0.228 452.42 234.6 770.4 (5) 0.305 467.46 308.3 770.4 (5) 0.400 500.83 341.1 770.4 (5) 0.443 518.44 264.2 770.4 (5) 0.343 536.07 192.9 770.4 (5) 0.250 571.34 86.3 770.4 (5) 0.112 588.98 156.6 770.4 (5) 0.203 606.61 232.4 770.4 (5) 0.302 (5) C 0.58 Fyw D t (20) compact section (6) Fy S(equiv) Maximum moment in factored strength expression (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 1232.95 1350.48 3 2878.93 3550.95 Max pos mom in span and neg pier moment have been adjusted for compact section (AASHTO 10.48.1.3). Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 218.00 6.71 0.72 0.107 0.213 0.029 0.029 234.55 11.65 1.43 0.122 0.245 0.057 0.057 251.09 13.96 1.70 0.122 0.244 0.068 0.068 267.63 13.82 1.69 0.122 0.244 0.067 0.067 284.17 11.24 1.38 0.123 0.245 0.055 0.055 300.71 6.05 0.76 0.125 0.250 0.030 0.030 317.23 10.77 1.27 0.118 0.237 0.051 0.051 333.76 25.09 2.64 0.105 0.211 0.106 0.106 348.63 12.66 1.19 0.094 0.188 0.048 0.048 363.49 5.66 0.52 0.092 0.184 0.021 0.021 378.33 8.02 0.77 0.096 0.192 0.031 0.031 393.18 10.80 1.03 0.095 0.190 0.041 0.041 408.01 11.68 1.11 0.095 0.190 0.044 0.044 422.83 10.59 1.01 0.095 0.190 0.040 0.040 437.65 7.52 0.73 0.096 0.193 0.029 0.029 452.45 6.95 0.69 0.099 0.198 0.028 0.028 467.48 15.11 1.54 0.102 0.204 0.062 0.062 483.30 29.47 3.52 0.119 0.239 0.141 0.141 500.86 12.18 1.61 0.132 0.264 0.064 0.064 518.46 6.96 0.96 0.137 0.275 0.038 0.038 536.10 14.17 0.00 0.000 0.000 0.000 0.000 553.73 18.22 0.00 0.000 0.000 0.000 0.000 571.37 18.98 0.00 0.000 0.000 0.000 0.000 589.00 16.38 0.00 0.000 0.000 0.000 0.000 606.63 10.22 0.00 0.000 0.000 0.000 0.000 624.26 0.00 0.00 0.000 0.000 0.000 0.000 Bearing Stiffeners Location Factored Allowable Actual Ratio Allowable Actual Ratio From Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress (ft) (k ) (ksi) (ksi) (ksi) (ksi) 333.76 672.56 49.84 19.60 0.393 67.55 30.61 0.453 126.81 672.56 49.84 19.60 0.393 67.55 30.61 0.453 483.30 753.48 49.84 21.96 0.441 67.55 34.29 0.508 276.35 753.48 49.84 21.96 0.441 67.55 34.29 0.508 624.26 302.61 49.84 8.82 0.177 67.55 13.77 0.204 417.31 302.61 49.84 8.82 0.177 67.55 13.77 0.204 Fatigue Truck Loading Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) Range Range Girder Base metal 214.68 B 959.71 2.18 8.00 0.273 Base metal 229.57 B 1169.83 2.70 8.00 0.338 Base metal 244.45 B 1254.69 2.96 8.00 0.370 Base metal 259.34 B 1227.15 2.92 8.00 0.365 Base metal 274.22 B 1237.90 2.92 8.00 0.365 Base metal 289.11 B 1143.95 2.64 8.00 0.330 Base metal 303.99 B 943.87 2.15 8.00 0.268 Base metal 318.88 C 757.54 0.66 5.00 0.132 Base metal 333.76 C 808.79 0.71 5.00 0.141 Base metal 348.71 C 733.25 0.64 5.00 0.128 Base metal 363.67 C 934.70 0.82 5.00 0.163 Base metal 378.62 B 1133.33 2.56 8.00 0.319 Base metal 393.58 B 1231.19 2.77 8.00 0.346 Base metal 408.53 B 1250.79 2.80 8.00 0.350 Base metal 423.49 B 1286.77 2.87 8.00 0.359 Base metal 438.44 B 1209.80 2.69 8.00 0.336 Base metal 453.40 C 1021.50 0.89 5.00 0.178 Base metal 468.35 C 796.28 0.70 5.00 0.139 Base metal 483.30 C 896.57 0.78 5.00 0.157 Base metal 497.40 C 685.15 0.60 5.00 0.120 Base metal 511.50 C 902.78 0.79 5.00 0.158 Base metal 525.59 B 1195.46 2.67 8.00 0.334 Base metal 539.69 B 1389.67 3.06 8.00 0.383 Base metal 553.78 B 1469.93 3.21 8.00 0.402 Base metal 567.88 B 1439.04 3.12 8.00 0.391 Base metal 581.97 B 1302.52 2.81 8.00 0.352 Base metal 596.07 B 1025.39 2.21 8.00 0.276 Base metal 610.16 B 580.26 1.24 8.00 0.156 Near flg-web weld 214.68 B 959.71 2.07 8.00 0.259 Near flg-web weld 229.57 B 1169.83 2.52 8.00 0.316 Near flg-web weld 244.45 B 1254.69 2.71 8.00 0.338 Near flg-web weld 259.34 B 1227.15 2.65 8.00 0.331 Near flg-web weld 274.22 B 1237.90 2.67 8.00 0.334 Near flg-web weld 289.11 B 1143.95 2.47 8.00 0.309 Near flg-web weld 303.99 B 943.87 2.04 8.00 0.255 Near flg-web weld 318.88 B 757.54 0.63 8.00 0.078 Near flg-web weld 333.76 B 808.79 0.67 8.00 0.083 Near flg-web weld 348.71 B 733.25 0.61 8.00 0.076 Near flg-web weld 363.67 B 934.70 2.33 8.00 0.291 Near flg-web weld 378.62 B 1133.33 2.26 8.00 0.282 Near flg-web weld 393.58 B 1231.19 2.45 8.00 0.307 Near flg-web weld 408.53 B 1250.79 2.49 8.00 0.312 Near flg-web weld 423.49 B 1286.77 2.56 8.00 0.321 Near flg-web weld 438.44 B 1209.80 2.41 8.00 0.301 Near flg-web weld 453.40 B 1021.50 0.84 8.00 0.105 Near flg-web weld 468.35 B 796.28 0.66 8.00 0.082 Near flg-web weld 483.30 B 896.57 0.74 8.00 0.092 Near flg-web weld 497.40 B 685.15 0.57 8.00 0.071 Near flg-web weld 511.50 B 902.78 2.25 8.00 0.281 Near flg-web weld 525.59 B 1195.46 2.54 8.00 0.317 Near flg-web weld 539.69 B 1389.67 2.91 8.00 0.364 Near flg-web weld 553.78 B 1469.93 3.06 8.00 0.382 Near flg-web weld 567.88 B 1439.04 2.97 8.00 0.372 Near flg-web weld 581.97 B 1302.52 2.68 8.00 0.335 Near flg-web weld 596.07 B 1025.39 2.10 8.00 0.262 Near flg-web weld 610.16 B 580.26 1.18 8.00 0.148 Top Flg. splice 306.85 B 907.01 1.58 8.00 0.197 Top Flg. splice 371.54 B 1051.78 1.82 8.00 0.228 Top Flg. splice 448.14 B 1091.89 1.98 8.00 0.248 Top Flg. splice 512.31 B 917.65 1.67 8.00 0.208 Bot.Flg. splice 306.85 B 907.01 2.65 8.00 0.331 Bot.Flg. splice 371.54 B 1051.78 3.12 8.00 0.390 Bot.Flg. splice 448.14 B 1091.89 3.21 8.00 0.401 Bot.Flg. splice 512.31 B 917.65 2.68 8.00 0.335 Trans. stiff. toe 553.71 C' 1469.51 3.05 6.00 0.509 Full depth conn PL 553.73 C' 1469.65 3.06 6.00 0.509 Rebars 333.76 1237.12 4.15 20.00 0.208 Rebars 483.30 1373.24 4.61 20.00 0.231 * wheel distribution given in GSA program * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Cost Schedule for Web Section 2 -------------------------------- lb Flange 137017.4 Web 74549.9 Web stiffeners 1411.2 Bearing stiff. 1440.3 Total steel 214418.8 Welding Vol lbs Flange-web 978.1 277.3 Trans.stiff.-web ( 1/ 4 cont.) 109.4 31.0 Brng.stiff.( 1)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 2)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 3)-web( 5/16 cont.) 13.7 3.9 Total welding * 1128.5 320.0 Total steel and weld 214738.8 Summary Tables Governing Service Shear Girder 1 Service Shear -k Tenth Location Noncomp Comp Max LL+I Range Point Dead Dead 0 0.00 36.72 5.37 48.11 T 57.77 1 7.94 27.36 3.98 44.62 T 54.25 2 15.87 17.81 2.60 37.48 T 49.86 3 23.81 9.04 1.26 32.05 T 48.30 4 31.75 -0.89 -0.12 -25.61 T 50.68 5 39.68 -10.19 -1.44 -26.45 T 48.65 6 47.62 -20.48 -2.83 -36.62 T 51.91 7 55.55 -31.40 -4.17 -41.76 T 55.67 Top flg.spl. 59.39 -36.67 -4.84 -45.84 57.71 Bot flg.spl. 59.39 -36.67 -4.84 -45.84 57.71 8 63.49 -42.30 -5.56 -51.36 T 60.06 9 71.43 -53.84 -6.76 -57.15 T 65.82 10 79.36L -65.11 -8.15 -55.35 T 61.41 10 79.36R 63.55 7.58 61.52 T 73.56 11 89.92 48.42 7.58 57.20 T 69.26 12 100.47 31.88 12.22 51.31 T 69.93 Top flg.spl. 102.63 28.64 12.62 49.58 69.01 Bot flg.spl. 102.63 28.64 12.62 49.58 69.01 13 111.03 16.46 12.41 41.12 T 62.04 14 121.58 1.47 15.29 31.58 T 59.85 15 132.14 -12.92 -1.28 -36.66 T 65.20 16 142.69 -27.62 -2.99 -40.25 T 63.99 Top flg.spl. 147.86 -35.22 -3.88 -43.97 64.26 Bot flg.spl. 147.86 -35.22 -3.88 -43.97 64.26 17 153.25 -43.44 -4.84 -49.20 T 65.15 18 163.81 -60.92 -6.73 -59.62 T 73.31 19 174.36 -81.69 -8.93 -65.43 T 77.73 20 184.92L -98.43 -10.78 -70.08 T 81.53 20 184.92R 117.00 12.22 80.92 L 99.18 21 199.80 93.35 9.62 71.80 L 92.80 Top flg.spl. 207.61 78.34 11.28 64.36 86.83 Bot flg.spl. 207.61 78.34 11.28 64.36 86.83 22 214.68 65.46 12.22 58.35 L 82.61 23 229.57 40.65 12.41 48.01 L 77.41 24 244.45 18.67 15.29 39.72 T 69.79 25 259.34 -2.13 -0.22 -34.08 T 67.15 26 274.22 -23.17 -2.36 -41.07 T 70.20 27 289.11 -45.28 -4.62 -49.96 T 77.69 28 303.99 -70.05 -7.17 -60.14 T 83.73 Top flg.spl. 306.85 -75.35 -7.72 -62.38 85.17 Bot flg.spl. 306.85 -75.35 -7.72 -62.38 85.17 29 318.88 -99.56 -10.25 -72.76 T 92.22 30 333.76L -123.30 -12.85 -83.44 T 100.63 30 333.76R 115.88 12.41 82.72 L 99.63 31 348.71 87.27 9.33 70.36 L 88.75 32 363.67 63.34 6.73 59.34 T 79.57 Top flg.spl. 371.54 51.88 5.49 55.24 77.29 Bot flg.spl. 371.54 51.88 5.49 55.24 77.29 33 378.62 41.59 4.39 51.33 T 74.89 34 393.58 19.93 2.15 42.43 T 68.76 35 408.53 -2.77 -0.18 36.62 T 68.76 36 423.49 -25.72 -2.57 -40.23 T 73.29 37 438.44 -49.62 -5.09 -49.48 T 79.10 Top flg.spl. 448.14 -66.31 -6.84 -55.62 81.42 Bot flg.spl. 448.14 -66.31 -6.84 -55.62 81.42 38 453.40 -76.16 -7.89 -59.56 T 83.22 39 468.35 -107.30 -11.20 -73.10 T 90.45 40 483.30L -131.18 -13.81 -84.41 T 99.06 40 483.30R 148.38 15.29 88.45 L 96.07 41 497.40 125.86 12.83 81.04 T 91.05 42 511.50 97.42 9.85 71.25 T 83.28 Top flg.spl. 512.31 95.99 9.70 70.57 82.82 Bot flg.spl. 512.31 95.99 9.70 70.57 82.82 43 525.59 75.70 7.60 57.56 T 75.20 44 539.69 51.32 5.15 48.60 T 68.18 45 553.78 26.52 2.73 40.27 T 66.17 46 567.88 3.54 0.26 -34.26 T 65.65 47 581.97 -23.08 -2.31 -43.10 T 67.56 48 596.07 -48.89 -4.87 -53.92 T 73.02 49 610.16 -73.46 -7.38 -65.69 T 78.19 50 624.26 -96.44 -9.84 -75.38 T 84.08 Ranges shown in this table not used for fatigue. T - governed by truck loading L - governed by lane loading Fatigue Truck Shear 2003 Guide Spec Girder 1 2003 Guide Spec Fatigue Truck Shear - k Tenth Pt Max LL+I Range 0 26.78 28.41 1 21.97 23.61 2 18.19 20.80 3 16.79 22.38 4 12.71 24.79 5 -12.16 23.70 6 -20.92 28.21 7 -21.52 27.61 8 -29.69 33.06 9 -32.83 33.96 10 -32.56 33.01 10R 25.78 27.69 11 33.75 35.66 12 28.68 30.68 13 24.89 32.77 14 17.32 30.13 15 -19.72 34.42 16 -20.12 31.94 17 -28.06 33.73 18 -34.60 38.24 19 -37.79 39.68 20 -38.56 40.44 20R 25.88 28.27 21 36.25 38.64 22 29.47 33.41 23 24.78 34.93 24 21.49 34.69 25 18.84 35.22 26 -19.18 34.74 27 -22.61 35.07 28 -27.43 34.62 29 -34.41 36.35 30 -38.82 40.49 30R 41.54 43.26 31 38.70 40.32 32 33.09 35.79 33 28.66 36.53 34 25.15 36.14 35 21.70 35.79 36 18.04 35.36 37 -21.09 34.97 38 -26.36 34.05 39 -33.87 35.83 40 -39.44 40.82 40R 29.96 30.47 41 38.32 38.83 42 32.87 35.35 43 29.59 37.02 44 26.01 36.03 45 23.10 35.74 46 -18.77 34.60 47 -21.35 32.93 48 -24.88 32.02 49 -31.55 34.21 50 -37.73 39.62 Reactions Girder 1 Factored Reactions - k Loc Noncomp Comp LL+I LL+I Max Min Dead Dead Max Min Total Total 0.00 49.08 7.04 104.98 -24.37 161.11 0.34 Steel 11.63 Conc 37.46 79.36 132.57 16.63 147.84 -25.37 297.04 81.83 Steel 28.69 Conc 103.87 184.92 291.84 31.06 285.78 -64.55 608.68 162.74 Steel 86.32 Conc 205.52 333.76 326.81 34.40 311.34 -74.43 672.56 177.96 Steel 105.97 Conc 220.84 483.30 384.45 39.88 329.15 -46.32 753.48 291.81 Steel 119.97 Conc 264.49 624.26 127.33 12.78 163.09 -20.56 303.20 86.20 Steel 39.54 Conc 87.78 Unfactored Reactions - k Loc Noncomp Comp LL+I LL+I Max Min Dead Dead Max Min Total Total 0.00 37.75 5.41 48.36 -11.23 91.53 31.94 Steel 8.94 Conc 28.81 79.36 101.98 12.79 68.10 -11.69 182.87 103.08 Steel 22.07 Conc 79.90 184.92 224.49 23.89 131.64 -29.73 380.02 218.65 Steel 66.40 Conc 158.09 333.76 251.39 26.47 143.41 -34.28 421.27 243.58 Steel 81.52 Conc 169.88 483.30 295.73 30.68 151.61 -21.34 478.02 305.07 Steel 92.28 Conc 203.45 624.26 97.94 9.83 75.12 -9.47 182.90 98.30 Steel 30.42 Conc 67.53 Reactions in girder output include weight in girder extensions at abutments, which is not included in girder system output. Governing Service Moment Girder 1 Service Moment - k-ft Tenth Location Noncomp Comp Max LL+I Min LL+I Range Point Dead Dead 0 0.00 0.00 -0.04 4.29 T -4.49 T 8.78 1 7.94 254.38 37.08 320.77 T -73.30 T 394.07 2 15.87 433.76 63.20 564.06 T -147.16 T 711.23 3 23.81 543.20 78.82 712.55 T -207.09 T 919.64 4 31.75 575.66 83.34 805.51 T -265.51 T 1071.02 5 39.68 533.80 77.47 793.96 T -308.47 T 1102.43 6 47.62 412.19 60.56 742.16 T -350.02 T 1092.19 7 55.55 204.65 33.06 608.95 T -379.10 T 988.05 Top flg.spl 59.39 73.86 15.79 527.86 -394.13 921.99 Bot.flg.spl 59.39 73.86 15.79 527.86 -394.13 921.99 8 63.49 -87.95 -5.54 429.11 T -410.90 T 840.01 9 71.43 -472.31 -53.39 264.48 L -459.24 L 723.72 10 79.36 -928.08 -110.75 197.45 L -687.71 L 885.15 11 89.92 -337.12 -40.44 271.44 T -361.05 T 632.49 12 100.47 84.33 10.79 559.04 T -320.64 T 879.67 Top flg.spl 102.63 150.04 18.95 609.66 -315.05 924.71 Bot.flg.spl 102.63 150.04 18.95 609.66 -315.05 924.71 13 111.03 340.54 43.30 780.92 T -301.92 L 1082.83 14 121.58 435.14 57.26 887.37 T -339.97 L 1227.34 15 132.14 375.64 53.05 919.15 T -403.34 L 1322.48 16 142.69 160.94 30.21 845.02 T -469.85 L 1314.87 Top flg.spl 147.86 -2.34 12.30 779.99 -502.16 1282.16 Bot.flg.spl 147.86 -2.34 12.30 779.99 -502.16 1282.16 17 153.25 -213.43 -11.11 692.02 T -535.70 L 1227.72 18 163.81 -771.94 -72.25 504.86 T -714.40 L 1219.25 19 174.36 -1521.58 -154.62 401.78 L -1083.93 L 1485.70 20 184.92 -2472.83 -258.67 426.61 L -1602.01 L 2028.62 21 199.80 -907.37 -96.13 462.36 T -819.61 L 1281.98 Top flg.spl 207.61 -251.97 -28.79 706.98 -744.43 1451.41 Bot.flg.spl 207.61 -251.97 -28.79 706.98 -744.43 1451.41 22 214.68 252.72 23.08 915.34 T -697.09 T 1612.43 23 229.57 1037.06 103.76 1312.16 T -662.08 L 1974.24 24 244.45 1484.50 149.46 1542.96 T -671.61 L 2214.58 25 259.34 1610.76 162.28 1613.57 L -675.85 L 2289.43 26 274.22 1420.00 142.72 1546.30 L -694.86 L 2241.16 27 289.11 905.12 89.99 1320.96 T -700.11 L 2021.07 28 303.99 48.59 2.08 940.48 T -710.20 L 1650.68 Top flg.spl 306.85 -159.03 -19.28 864.09 -744.74 1608.83 Bot.flg.spl 306.85 -159.03 -19.28 864.09 -744.74 1608.83 29 318.88 -1184.46 -124.90 531.03 L -1005.12 L 1536.15 30 333.76 -2844.03 -296.94 529.06 L -1825.80 L 2354.86 31 348.71 -1291.00 -130.99 489.27 L -1013.44 L 1502.71 32 363.67 -164.27 -10.96 885.32 T -733.67 L 1618.99 Top flg.spl 371.54 281.76 36.10 1107.85 -738.91 1846.76 Bot.flg.spl 371.54 281.76 36.10 1107.85 -738.91 1846.76 33 378.62 605.67 70.23 1272.81 T -745.58 L 2018.39 34 393.58 1047.79 116.63 1510.85 T -765.78 L 2276.63 35 408.53 1166.06 129.55 1592.03 T -770.20 L 2362.22 36 423.49 944.73 107.58 1517.53 T -788.71 L 2306.24 37 438.44 379.17 49.74 1283.51 T -790.37 L 2073.88 Top flg.spl 448.14 -176.08 -7.55 1038.05 -760.04 1798.09 Bot.flg.spl 448.14 -176.08 -7.55 1038.05 -760.04 1798.09 38 453.40 -547.30 -46.08 891.12 T -794.56 L 1685.69 39 468.35 -1873.68 -184.40 419.71 T -1088.73 L 1508.44 40 483.30 -3664.28 -372.15 332.00 L -1927.65 L 2259.65 41 497.40 -1731.52 -173.92 415.92 L -1069.18 L 1485.10 42 511.50 -181.68 -16.32 921.60 T -705.72 L 1627.33 Top flg.spl 512.31 -102.18 -8.27 950.08 -693.64 1643.72 Bot.flg.spl 512.31 -102.18 -8.27 950.08 -693.64 1643.72 43 525.59 1039.72 106.73 1403.14 T -633.94 L 2037.08 44 539.69 1938.58 196.46 1745.42 T -578.81 L 2324.23 45 553.78 2500.26 251.74 1934.31 T -511.83 L 2446.14 46 567.88 2712.09 272.83 1952.38 T -424.10 L 2376.48 47 581.97 2561.35 258.04 1802.77 T -326.71 L 2129.48 48 596.07 2054.08 207.49 1453.35 T -221.78 L 1675.13 49 610.16 1197.11 121.34 878.39 T -111.94 L 990.32 50 624.26 0.00 -0.01 1.36 T -1.42 T 2.78 T - governed by truck loading L - governed by lane loading Range shown in this table not used for fatigue. At Bracing Brace No. 2 16.57 446.10 64.98 580.81 -152.95 3 32.67 574.62 83.19 809.53 -271.28 4 48.38 396.06 58.38 732.94 -353.34 5 63.94 -107.05 -7.98 419.49 -413.17 6 79.36 -928.08 -110.75 197.45 -687.71 7 94.46 -135.13 -16.07 368.92 -308.60 8 109.53 314.08 39.82 756.51 -301.12 9 124.61 433.84 57.91 904.11 -355.53 10 139.68 238.52 38.62 874.23 -450.93 11 154.76 -281.89 -18.63 667.40 -554.30 12 169.83 -1175.25 -116.62 430.34 -907.18 13 184.92 -2472.83 -258.67 426.61 -1602.01 14 201.46 -757.80 -80.67 492.23 -773.23 15 218.00 460.17 44.40 1008.69 -681.70 16 234.55 1224.26 122.94 1407.86 -660.31 17 251.09 1580.49 159.24 1594.25 -674.16 18 267.63 1544.43 155.47 1595.58 -688.14 19 284.17 1113.70 111.37 1412.87 -697.83 20 300.71 269.95 24.83 1026.92 -683.48 21 317.23 -1027.52 -108.68 556.20 -946.79 22 333.76 -2844.03 -296.94 529.06 -1825.80 23 348.63 -1298.98 -131.85 488.22 -1016.70 24 363.49 -175.95 -12.19 880.51 -735.34 25 378.33 593.88 68.99 1266.72 -745.28 26 393.18 1040.14 115.82 1506.50 -765.45 27 408.01 1167.65 129.69 1591.82 -769.80 28 422.83 961.63 109.30 1524.13 -788.25 29 437.65 418.37 53.77 1299.96 -790.22 30 452.45 -476.54 -38.72 918.40 -785.67 31 467.48 -1784.24 -175.05 436.54 -1056.84 32 483.30 -3664.27 -372.15 332.00 -1927.65 33 500.86 -1316.06 -131.52 500.88 -934.25 34 518.46 463.19 48.83 1162.68 -633.78 35 536.10 1741.78 176.89 1672.85 -593.97 36 553.73 2498.90 251.60 1933.95 -512.10 37 571.37 2708.54 272.51 1930.96 -400.89 38 589.00 2352.97 237.31 1653.51 -275.33 39 606.63 1443.59 146.21 1050.68 -139.50 Fatigue Truck Moment 2003 Guide Spec Girder 1 2003 Guide Spec. Fatigue Truck Moment - k-ft Tenth Location Max LL+I Min LL+I Range Point 0 0.00 3.25 -3.53 6.78 1 7.94 239.76 -59.73 299.50 2 15.87 422.46 -119.95 542.40 3 23.81 533.38 -169.69 703.07 4 31.75 592.32 -218.27 810.59 5 39.68 579.64 -254.50 834.14 6 47.62 552.85 -289.19 842.04 7 55.55 449.84 -311.41 761.25 Top flg.spl 59.39 380.96 -322.59 703.55 Bot.flg.spl 59.39 380.96 -322.59 703.55 8 63.49 293.56 -334.86 628.42 9 71.43 208.07 -349.99 558.06 10 79.36 147.91 -376.14 524.05 11 89.92 201.73 -274.49 476.21 12 100.47 414.11 -244.59 658.70 Top flg.spl 102.63 455.22 -239.02 694.24 Bot.flg.spl 102.63 455.22 -239.02 694.24 13 111.03 608.32 -219.03 827.35 14 121.58 674.22 -205.58 879.80 15 132.14 688.75 -276.02 964.77 16 142.69 637.08 -349.94 987.02 Top flg.spl 147.86 579.82 -385.31 965.13 Bot.flg.spl 147.86 579.82 -385.31 965.13 17 153.25 497.68 -421.65 919.33 18 163.81 348.13 -500.94 849.07 19 174.36 253.45 -602.67 856.13 20 184.92 267.47 -876.19 1143.66 21 199.80 314.75 -625.79 940.54 Top flg.spl 207.61 532.75 -592.99 1125.75 Bot.flg.spl 207.61 532.75 -592.99 1125.75 22 214.68 711.58 -568.02 1279.61 23 229.57 1029.54 -530.24 1559.78 24 244.45 1196.37 -476.55 1672.92 25 259.34 1231.45 -404.75 1636.20 26 274.22 1184.60 -465.92 1650.53 27 289.11 1007.25 -518.02 1525.27 28 303.99 694.96 -563.53 1258.49 Top flg.spl 306.85 634.44 -574.91 1209.35 Bot.flg.spl 306.85 634.44 -574.91 1209.35 29 318.88 377.91 -632.14 1010.05 30 333.76 287.32 -791.06 1078.38 31 348.71 338.77 -638.90 977.67 32 363.67 664.07 -582.19 1246.26 Top flg.spl 371.54 845.25 -557.13 1402.38 Bot.flg.spl 371.54 845.25 -557.13 1402.38 33 378.62 978.31 -532.79 1511.10 34 393.58 1165.68 -475.91 1641.59 35 408.53 1231.48 -436.23 1667.71 36 423.49 1195.47 -520.23 1715.69 37 438.44 1019.65 -593.41 1613.06 Top flg.spl 448.14 817.88 -637.97 1455.85 Bot.flg.spl 448.14 817.88 -637.97 1455.85 38 453.40 695.90 -666.10 1362.00 39 468.35 300.25 -761.45 1061.70 40 483.30 244.34 -951.08 1195.43 41 497.40 315.13 -598.41 913.54 42 511.50 665.23 -538.47 1203.71 Top flg.spl 512.31 687.84 -535.69 1223.53 Bot.flg.spl 512.31 687.84 -535.69 1223.53 43 525.59 1093.12 -500.82 1593.94 44 539.69 1395.15 -457.74 1852.89 45 553.78 1555.24 -404.66 1959.90 46 567.88 1584.12 -334.60 1918.72 47 581.97 1479.22 -257.48 1736.70 48 596.07 1192.47 -174.71 1367.19 49 610.16 685.51 -88.16 773.67 50 624.26 1.16 -1.15 2.31 Does not include 0.75 factor. Service Force Summary Tables Force Summary at Tenth Points (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 37 5 48 0 0 4 -4 0 0 10 7.94 27 4 45 254 37 321 -73 0 0 10 15.87 18 3 37 434 63 564 -147 0 0 10 23.81 9 1 32 543 79 713 -207 0 0 6 31.75 -1 0 -26 576 83 806 -266 0 0 6 39.68 -10 -1 -26 534 77 794 -308 0 0 4 47.62 -20 -3 -37 412 61 742 -350 0 0 4 55.55 -31 -4 -42 205 33 609 -379 0 0 -8 63.49 -42 -6 -51 -88 -6 429 -411 0 0 -8 71.43 -54 -7 -57 -472 -53 264 -459 -1 -1 -15 79.36 -65 -8 -55 -928 -111 197 -688 -1 -1 -15 79.36R 64 8 62 -928 -111 -55 -6 0 1 0 89.92 48 8 57 -337 -40 271 -361 0 1 17 100.47 32 12 51 84 11 559 -321 0 0 -9 111.03 16 12 41 341 43 781 -302 0 0 -6 121.58 1 15 32 435 57 887 -340 0 0 -6 132.14 -13 -1 -37 376 53 919 -403 0 0 4 142.69 -28 -3 -40 161 30 845 -470 0 0 7 153.25 -43 -5 -49 -213 -11 692 -536 0 0 7 163.81 -61 -7 -60 -772 -72 505 -714 0 0 9 174.36 -82 -9 -65 -1522 -155 402 -1084 0 0 10 184.92 -98 -11 -70 -2473 -259 427 -1602 0 0 10 184.92R 117 12 81 -2473 -259 -70 -11 0 0 0 199.80 93 10 72 -907 -96 462 -820 0 0 -10 214.68 65 12 58 253 23 915 -697 0 0 -9 229.57 41 12 48 1037 104 1312 -662 0 0 -7 244.45 19 15 40 1485 149 1543 -672 0 0 -5 259.34 -2 0 -34 1611 162 1614 -676 0 0 4 274.22 -23 -2 -41 1420 143 1546 -695 0 0 5 289.11 -45 -5 -50 905 90 1321 -700 0 0 7 303.99 -70 -7 -60 49 2 940 -710 0 0 9 318.88 -100 -10 -73 -1184 -125 531 -1005 0 0 10 333.76 -123 -13 -83 -2844 -297 529 -1826 0 0 10 333.76R 116 12 83 -2844 -297 -83 -17 0 0 0 348.71 87 9 70 -1291 -131 489 -1013 0 0 -9 363.67 63 7 59 -164 -11 885 -734 0 0 -6 378.62 42 4 51 606 70 1273 -746 0 0 -4 393.58 20 2 42 1048 117 1511 -766 0 0 -4 408.53 -3 0 37 1166 130 1592 -770 0 0 4 423.49 -26 -3 -40 945 108 1518 -789 0 0 5 438.44 -50 -5 -49 379 50 1284 -790 0 0 6 453.40 -76 -8 -60 -547 -46 891 -795 0 0 7 468.35 -107 -11 -73 -1874 -184 420 -1089 0 0 8 483.30 -131 -14 -84 -3664 -372 332 -1928 0 0 8 483.30R 148 15 88 -3664 -372 -84 -15 0 0 0 497.40 126 13 81 -1732 -174 416 -1069 0 0 -8 511.50 97 10 71 -182 -16 922 -706 0 0 -6 525.59 76 8 58 1040 107 1403 -634 0 0 5 539.69 51 5 49 1939 196 1745 -579 0 0 4 553.78 27 3 40 2500 252 1934 -512 0 0 5 567.88 4 0 -34 2712 273 1952 -424 0 0 4 581.97 -23 -2 -43 2561 258 1803 -327 0 0 -5 596.07 -49 -5 -54 2054 207 1453 -222 0 0 -6 610.16 -73 -7 -66 1197 121 878 -112 0 0 -7 624.26 -96 -10 -75 0 0 1 -1 0 0 -7 Force Summary at Quarter Points (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 37 5 48 0 0 4 -4 0 0 10 19.84 14 2 41 498 72 645 -177 0 0 7 39.68 -10 -1 -26 534 77 794 -308 0 0 -4 59.52 -37 -5 -47 70 15 517 -393 0 0 -8 79.36 -65 -8 -55 -928 -111 197 -688 -1 -1 -15 79.36R 64 8 62 -928 -111 -55 -6 0 1 0 105.75 24 12 46 233 29 684 -304 0 0 7 132.14 -13 -1 -37 376 53 919 -403 0 0 4 158.53 -52 -6 -55 -469 -39 588 -601 0 0 -8 184.92 -98 -11 -70 -2473 -259 427 -1602 0 0 10 184.92R 117 12 81 -2473 -259 -70 -11 0 0 0 222.13 53 12 53 687 68 1134 -674 0 0 8 259.34 -2 0 -34 1611 162 1614 -676 0 0 4 296.55 -57 -6 -55 524 51 1134 -670 0 0 -8 333.76 -123 -13 -83 -2844 -297 529 -1826 0 0 10 333.76R 116 12 83 -2844 -297 -83 -17 0 0 0 371.15 52 6 55 265 34 1080 -703 0 0 5 408.53 -3 0 37 1166 130 1592 -770 0 0 4 445.92 -63 -6 -54 -39 7 1107 -792 0 0 -6 483.30 -131 -14 -84 -3664 -372 332 -1928 0 0 8 483.30R 148 15 88 -3664 -372 -84 -15 0 0 0 518.54 86 9 65 470 50 1165 -633 0 0 6 553.78 27 3 40 2500 252 1934 -512 0 0 5 589.02 -36 -4 -48 2352 237 1653 -275 0 0 -6 624.26 -96 -10 -75 0 0 1 -1 0 0 -7 Force Summary at Brace Locations (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 37 5 48 0 0 4 -4 0 0 10 16.57 17 2 37 446 65 581 -153 0 0 10 32.67 -2 0 -29 575 83 810 -271 0 0 6 48.38 -22 -3 -37 396 58 733 -353 0 0 3 63.94 -43 -6 -52 -107 -8 419 -413 0 0 -8 79.36 -65 -8 -55 -928 -111 197 -688 -1 -1 -15 94.46 57 11 69 -135 -16 369 -309 0 1 13 109.53 19 12 43 314 40 757 -301 0 0 -6 124.61 -3 13 18 434 58 904 -356 0 0 -4 139.68 -23 -2 -39 239 39 874 -451 0 0 6 154.76 -46 -5 -51 -282 -19 667 -554 0 0 7 169.83 -73 -8 -63 -1175 -117 430 -907 0 0 10 184.92 -98 -11 -70 -2473 -259 427 -1602 0 0 10 201.46 101 11 78 -758 -81 492 -773 0 0 -11 218.00 60 12 56 460 44 1009 -682 0 0 -9 234.55 33 13 45 1224 123 1408 -660 0 0 -6 251.09 9 11 15 1580 159 1594 -674 0 0 -2 267.63 -14 -1 -38 1544 155 1596 -688 0 0 5 284.17 -38 -4 -47 1114 111 1413 -698 0 0 6 300.71 -64 -7 -58 270 25 1027 -683 0 0 9 317.23 -97 -10 -71 -1028 -109 556 -947 0 0 10 333.76 -123 -13 -83 -2844 -297 529 -1826 0 0 10 348.63 87 9 70 -1299 -132 488 -1017 0 0 -9 363.49 64 7 59 -176 -12 881 -735 0 0 -6 378.33 42 4 51 594 69 1267 -745 0 0 -4 393.18 21 2 43 1040 116 1507 -765 0 0 -4 408.01 -2 0 38 1168 130 1592 -770 0 0 4 422.83 -25 -2 -38 962 109 1524 -788 0 0 5 437.65 -48 -5 -49 418 54 1300 -790 0 0 6 452.45 -74 -8 -59 -477 -39 918 -786 0 0 7 467.48 -106 -11 -72 -1784 -175 437 -1057 0 0 8 483.30 -131 -14 -84 -3664 -372 332 -1928 0 0 8 500.86 145 15 95 -1316 -132 501 -934 0 0 -9 518.46 86 9 65 463 49 1163 -634 0 0 -2 536.10 58 6 51 1742 177 1673 -594 0 0 4 553.73 27 3 40 2499 252 1934 -512 0 0 5 571.37 -3 0 -43 2709 273 1931 -401 0 0 2 589.00 -36 -4 -48 2353 237 1654 -275 0 0 -6 606.63 -67 -7 -63 1444 146 1051 -139 0 0 -7 624.26 -96 -10 -75 0 0 1 -1 0 0 -7 Shear on right side of pier is found in Service Shear table. Truck-lane Moment Range Girder 1 Truck-Lane Moment Ranges - k-ft Tenth Loc ---------- Truck --------- ---------- Lane ----------- Max LL+I Min LL+I Range Max LL+I Min LL+I Range 0 0.00 4.26 -4.49 8.75 3.31 -3.48 6.79 1 7.94 319.65 -72.67 392.32 232.60 -63.14 295.74 2 15.87 561.73 -145.94 707.67 418.35 -126.76 545.11 3 23.81 706.36 -205.50 911.86 539.63 -179.52 719.15 4 31.75 795.00 -263.56 1058.55 619.33 -231.22 850.55 5 39.68 784.02 -306.38 1090.40 632.84 -270.75 903.59 6 47.62 732.71 -347.40 1080.11 607.66 -308.61 916.26 7 55.55 598.31 -374.15 972.46 512.56 -334.78 847.34 Top flg.spl 59.39 510.53 -387.33 897.87 453.51 -348.55 802.06 Bot.flg.spl 59.39 510.53 -387.33 897.87 453.51 -348.55 802.06 8 63.49 400.23 -401.61 801.85 380.95 -364.06 745.01 9 71.43 220.39 -422.09 642.47 264.48 -459.24 723.72 10 79.36 171.62 -454.37 625.99 197.45 -687.71 885.15 11 89.92 263.24 -356.99 620.22 218.91 -311.54 530.45 12 100.47 558.23 -316.99 875.22 394.85 -244.09 638.94 Top flg.spl 102.63 608.66 -309.08 917.74 434.97 -244.42 679.39 Bot.flg.spl 102.63 608.66 -309.08 917.74 434.97 -244.42 679.39 13 111.03 773.63 -279.09 1052.72 605.10 -291.33 896.43 14 121.58 877.50 -250.56 1128.06 716.40 -336.22 1052.62 15 132.14 906.30 -317.41 1223.71 760.08 -399.87 1159.95 16 142.69 830.59 -400.94 1231.52 711.16 -467.19 1178.35 Top flg.spl 147.86 760.99 -441.19 1202.18 655.84 -500.13 1155.97 Bot.flg.spl 147.86 760.99 -441.19 1202.18 655.84 -500.13 1155.97 17 153.25 665.61 -482.74 1148.35 576.15 -534.48 1110.62 18 163.81 458.68 -573.98 1032.65 456.57 -714.40 1170.97 19 174.36 260.93 -692.52 953.45 401.78 -1082.84 1484.62 20 184.92 326.34 -1033.78 1360.12 426.61 -1599.88 2026.49 21 199.80 430.63 -753.56 1184.19 419.67 -819.61 1239.28 Top flg.spl 207.61 692.34 -712.90 1405.25 600.76 -671.64 1272.40 Bot.flg.spl 207.61 692.34 -712.90 1405.25 600.76 -671.64 1272.40 22 214.68 904.41 -681.49 1585.90 778.70 -600.05 1378.75 23 229.57 1272.44 -632.31 1904.75 1195.84 -643.51 1839.34 24 244.45 1469.33 -563.95 2033.28 1445.70 -671.61 2117.31 25 259.34 1509.58 -474.71 1984.29 1529.93 -675.85 2205.78 26 274.22 1452.82 -528.26 1981.08 1457.43 -694.86 2152.29 27 289.11 1243.15 -588.80 1831.95 1222.30 -700.11 1922.40 28 303.99 882.41 -643.43 1525.84 835.28 -710.20 1545.48 Top flg.spl 306.85 807.99 -656.80 1464.79 770.43 -744.74 1515.17 Bot.flg.spl 306.85 807.99 -656.80 1464.79 770.43 -744.74 1515.17 29 318.88 476.85 -723.14 1200.00 531.03 -1005.12 1536.15 30 333.76 330.30 -906.82 1237.12 529.06 -1825.80 2354.86 31 348.71 430.58 -733.98 1164.56 489.27 -1013.44 1502.71 32 363.67 848.55 -663.52 1512.07 772.53 -733.67 1506.20 Top flg.spl 371.54 1054.96 -635.07 1690.03 993.45 -738.91 1732.36 Bot.flg.spl 371.54 1054.96 -635.07 1690.03 993.45 -738.91 1732.36 33 378.62 1208.07 -607.32 1815.40 1158.44 -745.58 1904.03 34 393.58 1429.45 -542.14 1971.59 1401.17 -765.78 2166.95 35 408.53 1508.90 -499.57 2008.47 1485.05 -770.20 2255.24 36 423.49 1462.60 -596.98 2059.58 1395.90 -788.71 2184.61 37 438.44 1253.96 -681.04 1935.01 1135.78 -790.37 1926.15 Top flg.spl 448.14 1024.50 -732.71 1757.20 852.24 -759.27 1611.51 Bot.flg.spl 448.14 1024.50 -732.71 1757.20 852.24 -759.27 1611.51 38 453.40 880.91 -765.22 1646.13 710.90 -793.58 1504.48 39 468.35 398.51 -875.06 1273.57 356.15 -1087.92 1444.07 40 483.30 279.17 -1094.08 1373.24 332.00 -1927.04 2259.03 41 497.40 384.73 -682.17 1066.89 401.46 -1068.69 1470.15 42 511.50 860.47 -614.06 1474.53 793.82 -705.72 1499.54 Top flg.spl 512.31 888.12 -610.88 1499.00 819.70 -693.65 1513.35 Bot.flg.spl 512.31 888.12 -610.88 1499.00 819.70 -693.65 1513.35 43 525.59 1341.69 -570.64 1912.33 1291.56 -633.94 1925.50 44 539.69 1693.49 -521.53 2215.02 1641.14 -578.81 2219.95 45 553.78 1889.59 -461.18 2350.77 1828.01 -511.83 2339.84 46 567.88 1925.26 -381.53 2306.79 1831.01 -424.10 2255.11 47 581.97 1791.31 -293.91 2085.23 1655.30 -326.71 1982.01 48 596.07 1449.58 -199.47 1649.05 1295.98 -221.78 1517.75 49 610.16 876.55 -100.68 977.23 748.65 -111.94 860.58 50 624.26 1.35 -1.39 2.73 1.32 -1.27 2.59 Range shown in this table not used for fatigue. Service Torque Girder 1 Service Torque - k-ft Tenth Location DL1 DL2 Max LL+I Min LL+I Range Point 0 0.00 0.07 0.15 9.75 -9.61 19.36 1 7.94 0.07 0.15 9.75 T -9.64 T 19.39 2 15.87 0.07 0.15 9.79 T -9.61 T 19.40 3 23.81 0.06 0.15 6.10 T -5.19 T 11.28 4 31.75 0.06 0.15 6.09 T -5.17 T 11.26 5 39.68 0.00 0.06 4.06 T -3.88 T 7.94 6 47.62 0.00 0.06 4.07 T -3.84 T 7.91 7 55.55 0.00 -0.11 6.54 T -7.76 T 14.30 TOP FLG.SPL 59.39 -0.05 -0.13 6.86 -8.24 15.09 BOT.FLG.SPL 59.39 -0.05 -0.13 6.86 -8.24 15.09 8 63.49 0.00 -0.11 6.56 T -7.72 T 14.27 9 71.43 -0.55 -1.23 8.38 L -15.34 L 23.72 10 79.36 -0.55 -1.23 8.42 L -15.34 L 23.76 11 89.92 0.44 1.13 16.72 T -11.26 T 27.98 12 100.47 0.00 0.02 8.45 T -9.23 T 17.67 TOP FLG.SPL 102.63 -0.07 -0.08 7.43 -8.69 16.12 BOT.FLG.SPL 102.63 -0.07 -0.08 7.43 -8.69 16.12 13 111.03 0.00 -0.01 5.60 T -6.23 L 11.83 14 121.58 0.00 -0.01 5.60 T -6.23 L 11.83 15 132.14 0.00 0.03 4.32 T -3.96 L 8.28 16 142.69 0.11 0.07 6.96 T -5.13 L 12.09 TOP FLG.SPL 147.86 0.12 0.07 7.29 -5.27 12.56 BOT.FLG.SPL 147.86 0.12 0.07 7.29 -5.27 12.56 17 153.25 0.11 0.07 6.96 T -5.13 L 12.09 18 163.81 0.18 0.08 9.49 T -7.70 L 17.20 19 174.36 -0.18 -0.09 9.82 L -9.75 L 19.57 20 184.92 -0.34 -0.15 9.82 L -9.75 L 19.57 21 199.80 -0.34 -0.15 8.57 T -10.39 L 18.96 TOP FLG.SPL 207.61 -0.44 -0.16 7.43 -9.78 17.21 BOT.FLG.SPL 207.61 -0.44 -0.16 7.43 -9.78 17.21 22 214.68 -0.47 -0.16 6.55 T -9.05 T 15.59 23 229.57 -0.40 -0.13 5.16 T -6.92 L 12.08 24 244.45 -0.19 -0.05 4.30 T -5.05 L 9.35 25 259.34 0.07 0.04 3.91 L -3.76 L 7.67 26 274.22 0.30 0.11 5.13 L -4.21 L 9.34 27 289.11 0.45 0.15 6.99 T -5.19 L 12.17 28 303.99 0.45 0.14 8.91 T -6.39 L 15.31 TOP FLG.SPL 306.85 0.42 0.14 9.15 -6.64 15.78 BOT.FLG.SPL 306.85 0.42 0.14 9.15 -6.64 15.78 29 318.88 0.19 0.08 9.65 L -7.69 L 17.34 30 333.76 -0.21 -0.18 9.65 L -7.69 L 17.34 31 348.71 -0.24 -0.18 9.07 L -9.29 L 18.36 32 363.67 -0.20 -0.14 4.92 T -5.64 L 10.56 TOP FLG.SPL 371.54 -0.15 -0.10 4.68 -4.94 9.62 BOT.FLG.SPL 371.54 -0.15 -0.10 4.68 -4.94 9.62 33 378.62 -0.10 -0.06 4.43 T -4.45 L 8.88 34 393.58 0.07 0.02 3.80 T -3.84 L 7.64 35 408.53 0.25 0.12 4.21 T -4.10 L 8.32 36 423.49 0.30 0.16 4.83 T -4.72 L 9.55 37 438.44 0.26 0.15 5.62 T -5.16 L 10.78 TOP FLG.SPL 448.14 0.15 0.12 6.26 -5.46 11.72 BOT.FLG.SPL 448.14 0.15 0.12 6.26 -5.46 11.72 38 453.40 0.10 0.10 6.64 T -5.71 L 12.36 39 468.35 0.00 0.06 7.84 T -6.80 L 14.63 40 483.30 -0.35 -0.19 7.84 L -6.80 L 14.63 41 497.40 -0.35 -0.19 6.99 L -7.61 L 14.60 42 511.50 -0.26 -0.14 6.28 T -6.30 L 12.58 TOP FLG.SPL 512.31 -0.25 -0.13 6.24 -6.21 12.45 BOT.FLG.SPL 512.31 -0.25 -0.13 6.24 -6.21 12.45 43 525.59 -0.09 -0.03 5.49 T -4.44 L 9.93 44 539.69 0.09 0.04 4.15 T -3.07 L 7.23 45 553.78 0.22 0.08 5.04 T -4.51 L 9.55 46 567.88 0.22 0.08 3.69 T -3.66 L 7.35 47 581.97 0.33 0.12 4.52 T -4.87 L 9.38 48 596.07 0.31 0.11 6.02 T -6.24 L 12.26 49 610.16 0.25 0.08 7.04 T -7.23 L 14.27 50 624.26 0.25 0.08 7.04 -7.23 14.27 Combined Factored Moment Girder 1 Combined Factored Moment - k-ft Tenth Pt Loc Tot Dead+Max LL+I Tot Dead+Min LL+I Moment shifting reflected in this table. 0 0.00 9.24 -9.83 1 7.94 1075.29 219.76 2 15.87 1870.63 326.56 3 23.81 2355.59 359.05 4 31.75 2605.46 280.28 5 39.68 2518.34 124.97 6 47.62 2225.81 -145.32 7 55.55 1631.06 -514.00 8 63.49 810.05 -1013.61 9 71.43 -109.21 -1680.41 10 79.36 -921.82 -2843.49 11 89.92 98.47 -1274.67 12 100.47 1337.33 -572.44 13 111.03 2194.35 -156.48 14 121.58 2566.61 -97.94 15 132.14 2552.76 -318.35 16 142.69 2083.03 -771.55 17 153.25 1210.47 -1454.91 18 163.81 -1.40 -2648.40 19 174.36 -1306.80 -4532.25 20 184.92 -2624.77 -7028.92 21 199.80 -300.75 -3083.93 22 214.68 2345.75 -1154.84 23 229.57 4331.75 45.69 24 244.45 5473.93 666.09 25 259.34 5808.02 837.67 26 274.22 5388.56 523.01 27 289.11 4161.44 -226.30 28 303.99 2107.64 -1475.98 29 318.88 -549.29 -3884.27 30 333.76 -2934.67 -8047.08 31 348.71 -786.39 -4048.77 32 363.67 1694.24 -1820.59 33 378.62 3641.94 -739.99 34 393.58 4793.79 -148.77 35 408.53 5140.59 12.20 36 423.49 4662.55 -344.28 37 438.44 3344.08 -1158.31 38 453.40 1163.25 -2496.38 39 468.35 -1764.32 -5039.14 40 483.30 -4526.59 -9432.30 41 497.40 -1574.12 -4798.27 42 511.50 1743.40 -1789.53 43 525.59 4536.60 114.10 44 539.69 6564.86 1518.96 45 553.78 7776.99 2466.42 46 567.88 8119.02 2959.68 47 581.97 7579.02 2955.92 48 596.07 6095.28 2458.57 49 610.16 3620.96 1470.97 50 624.26 2.90 -3.13 Contraflexure Points Contraflexure Points Service Noncomposite Dead 61.35 ft 97.99 ft 147.79 ft 210.96 ft 304.68 ft 366.35 ft 445.28 ft 513.37 ft Top flange tension for region between contraflexure pts. 61.35 - 97.99 147.79 - 210.96 304.68 - 366.35 445.28 - 513.37 Bottom flange tension for region between contraflexure pts. Service Tot Dead+Max LL+I 67.93 ft 91.41 ft 159.57 ft 204.42 ft 312.40 ft 356.75 ft 455.98 ft 506.61 ft Top flange tension for region between contraflexure pts. 67.93 - 91.41 159.57 - 204.42 312.40 - 356.75 455.98 - 506.61 Bottom flange tension for region between contraflexure pts. Service Tot Dead+Min LL+I 51.68 ft 107.29 ft 133.33 ft 220.65 ft 294.39 ft 380.27 ft 430.88 ft 520.05 ft Top flange tension for region between contraflexure pts. 51.68 - 107.29 133.33 - 220.65 294.39 - 380.27 430.88 - 520.05 Bottom flange tension for region between contraflexure pts. Factored Tot Dead+Max LL+I 69.08 ft 89.92 ft 161.51 ft 203.14 ft 313.88 ft 355.57 ft 457.79 ft 505.31 ft Top flange tension for region between contraflexure pts. 69.08 - 89.92 161.51 - 203.14 313.88 - 355.57 457.79 - 505.31 Bottom flange tension for region between contraflexure pts. Factored Tot Dead+Min LL+I 47.62 ft 224.00 ft 289.11 ft 393.58 ft 423.49 ft 521.98 ft Top flange tension for region between contraflexure pts. 47.62 - 224.00 289.11 - 393.58 423.49 - 521.98 Bottom flange tension for region between contraflexure pts. Factored Composite Dead 62.45 ft 97.89 ft 150.85 ft 211.39 ft 304.28 ft 365.31 ft 447.02 ft 513.16 ft Top flange tension for region between contraflexure pts. 62.45 - 97.89 150.85 - 211.39 304.28 - 365.31 447.02 - 513.16 Bottom flange tension for region between contraflexure pts. Total Dead + 1.67 Min LL+I - 10.57 Overload 43.71 ft 228.83 ft 285.52 ft 401.40 ft 410.01 ft 524.63 ft Top flange tension for region between contraflexure pts. 43.71 - 228.83 285.52 - 401.40 410.01 - 524.63 Bottom flange tension for region between contraflexure pts. Factored DC1+DC2 61.48 ft 97.98 ft 148.19 ft 211.03 ft 304.64 ft 366.25 ft 445.44 ft 513.35 ft Top flange tension for region between contraflexure pts. 61.48 - 97.98 148.19 - 211.03 304.64 - 366.25 445.44 - 513.35 Bottom flange tension for region between contraflexure pts. Dimensions Girder 1 Dimensions Tenth -Top Flange- ----Web---- -Bot Flange- Area Point Loc tfw tft wd wt bfw bft weld weld 0 0.00 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 1 7.94 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 2 15.87 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 3 23.81 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 4 31.75 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 5 39.68 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 6 47.62 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 7 55.55 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 SpL 59.39 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 SpR 59.39 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 8 63.49 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 9 71.43 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 10 79.36 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 11 89.92 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 12 100.47 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 SpL 102.63 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 SpR 102.63 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.260 84.86 13 111.03 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.260 84.86 14 121.58 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.260 84.86 15 132.14 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.260 84.86 16 142.69 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.260 84.86 SpL 147.86 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.260 84.86 SpR 147.86 24.02 2.047 5/16 48.03 0.625 5/16 24.02 2.047 128.35 17 153.25 24.02 2.047 5/16 48.03 0.625 5/16 24.02 2.047 128.35 18 163.81 24.02 2.047 5/16 56.70 0.625 5/16 24.02 2.047 133.77 19 174.36 24.02 2.047 5/16 67.60 0.625 5/16 24.02 2.047 140.58 20 184.92 24.02 2.047 5/16 70.00 0.625 5/16 24.02 2.047 142.08 21 199.80 24.02 2.047 5/16 70.00 0.625 5/16 24.02 2.047 142.08 SpL 207.61 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.047 150.83 SpR 207.61 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 22 214.68 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 23 229.57 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 24 244.45 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 25 259.34 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 26 274.22 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 27 289.11 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 28 303.99 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 SpL 306.85 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 SpR 306.85 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 29 318.88 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 30 333.76 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 31 348.71 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 32 363.67 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpL 371.54 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpR 371.54 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 33 378.62 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 34 393.58 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 35 408.53 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 36 423.49 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 37 438.44 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 SpL 448.14 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 SpR 448.14 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 38 453.40 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 39 468.35 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 40 483.30 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 41 497.40 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 42 511.50 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpL 512.31 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpR 512.31 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 43 525.59 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 44 539.69 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 45 553.78 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 46 567.88 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 47 581.97 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 48 596.07 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 49 610.16 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 50 624.26 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 Theoretical Flange Splice Locations Tenth Pt Range Location 7 - 8 a 12 - 13 a 16 - 17 a 21 - 22 a 28 - 29 a 32 - 33 a 37 - 38 a 42 - 43 a a. Splice not required in this range. Stiffener Spacing Panel Panel Uniform Start End in Panel 0.00 16.56 ft 1 @ 198.78 in 16.56 32.66 ft 1 @ 193.19 in 32.66 48.38 ft 1 @ 188.54 in 48.38 63.93 ft 1 @ 186.69 in 63.93 79.36 ft 1 @ 185.15 in 79.36 94.44 ft 1 @ 180.87 in 94.44 124.59 ft 2 @ 180.91 in 124.59 139.66 ft 1 @ 180.87 in 139.66 169.81 ft 2 @ 180.91 in 169.81 184.92 ft 1 @ 181.28 in 184.92 201.44 ft 1 @ 198.29 in 201.44 217.98 ft 1 @ 198.50 in 217.98 234.53 ft 1 @ 198.54 in 234.53 267.61 ft 2 @ 198.50 in 267.61 284.15 ft 1 @ 198.46 in 284.15 300.69 ft 1 @ 198.43 in 300.69 317.21 ft 1 @ 198.31 in 317.21 333.76 ft 1 @ 198.59 in 333.76 348.60 ft 1 @ 178.10 in 348.60 363.46 ft 1 @ 178.31 in 363.46 378.31 ft 1 @ 178.19 in 378.31 393.15 ft 1 @ 178.11 in 393.15 407.99 ft 1 @ 177.99 in 407.99 422.81 ft 1 @ 177.87 in 422.81 437.62 ft 1 @ 177.76 in 437.62 452.42 ft 1 @ 177.60 in 452.42 467.46 ft 1 @ 180.47 in 467.46 483.30 ft 1 @ 190.13 in 483.30 500.83 ft 1 @ 210.30 in 500.83 518.44 ft 1 @ 211.30 in 518.44 606.61 ft 5 @ 211.61 in 606.61 624.26 ft 1 @ 211.76 in Bearing Stiffeners Location Width Thickness 0.00 10.75 1.125 79.36 10.75 1.125 184.92 10.75 1.125 333.76 10.75 1.125 483.30 10.75 1.125 624.26 10.75 1.125 Transverse Stiffeners Web Section Width Thickness 1 7.00 0.406 2 7.00 0.406 Elastic Section Properties for Stiffness Analysis Girder 1 Elastic Section Properties for Stiffness Analysis ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 35354. 25.04 25.04 80790. 41.78 8.30 57847. 33.35 16.73 1 35354. 25.04 25.04 81557. 42.06 8.02 58413. 33.56 16.52 2 35354. 25.04 25.04 82300. 42.33 7.75 58970. 33.77 16.31 3 35354. 25.04 25.04 82997. 42.59 7.49 59501. 33.96 16.12 4 35354. 25.04 25.04 83685. 42.84 7.24 60033. 34.16 15.92 5 35354. 25.04 25.04 84332. 43.07 7.01 60540. 34.35 15.73 6 35354. 25.04 25.04 84961. 43.30 6.78 61039. 34.53 15.55 7 35354. 25.04 25.04 85572. 43.52 6.55 61531. 34.71 15.37 8 42535. 25.28 25.28 97076. 42.85 7.71 70197. 34.22 16.33 9 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 10 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 11 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 12 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 13 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 14 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 15 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 16 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 17 67457. 26.06 26.06 131955. 40.74 11.39 97587. 32.94 19.19 18 94373. 30.40 30.40 177694. 46.56 14.23 132953. 37.90 22.90 19 135353. 35.85 35.85 246162. 53.78 17.91 186118. 44.07 27.62 20 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 21 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 22 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 23 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 24 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 25 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 26 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 27 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 28 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 29 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 30 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 31 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 32 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 33 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 34 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 35 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 36 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 37 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 38 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 39 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 40 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 41 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 42 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 43 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 44 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 45 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 46 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 47 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 48 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 49 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 50 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 Elastic Section Properties for Pos Mom Stress Girder 1 Elastic Section Properties for Pos Mom Stress ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 35354. 25.04 25.04 80790. 41.78 8.30 57847. 33.35 16.73 1 35354. 25.04 25.04 81557. 42.06 8.02 58413. 33.56 16.52 2 35354. 25.04 25.04 82300. 42.33 7.75 58970. 33.77 16.31 3 35354. 25.04 25.04 82997. 42.59 7.49 59501. 33.96 16.12 4 35354. 25.04 25.04 83685. 42.84 7.24 60033. 34.16 15.92 5 35354. 25.04 25.04 84332. 43.07 7.01 60540. 34.35 15.73 6 35354. 25.04 25.04 84961. 43.30 6.78 61039. 34.53 15.55 7 35354. 25.04 25.04 85572. 43.52 6.55 61531. 34.71 15.37 8 42535. 25.28 25.28 97076. 42.85 7.71 70197. 34.22 16.33 9 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 10 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 11 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 12 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 13 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 14 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 15 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 16 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 17 67457. 26.06 26.06 131955. 40.74 11.39 97587. 32.94 19.19 18 94373. 30.40 30.40 177694. 46.56 14.23 132953. 37.90 22.90 19 135353. 35.85 35.85 246162. 53.78 17.91 186118. 44.07 27.62 20 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 21 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 22 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 23 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 24 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 25 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 26 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 27 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 28 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 29 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 30 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 31 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 32 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 33 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 34 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 35 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 36 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 37 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 38 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 39 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 40 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 41 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 42 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 43 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 44 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 45 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 46 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 47 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 48 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 49 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 50 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 Elastic Section Properties for Neg Mom Stress Girder 1 Elastic Section Properties for Neg Mom Stress ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 1 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 2 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 3 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 4 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 5 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 6 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 7 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 8 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 9 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 10 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 11 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 12 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 13 38704. 23.59 26.72 48058. 26.64 23.67 48058. 26.64 23.67 14 38704. 23.59 26.72 48058. 26.64 23.67 48058. 26.64 23.67 15 38704. 23.59 26.72 48058. 26.64 23.67 48058. 26.64 23.67 16 38704. 23.59 26.72 48058. 26.64 23.67 48058. 26.64 23.67 17 67457. 26.06 26.06 76211. 28.04 24.08 76211. 28.04 24.08 18 94373. 30.40 30.40 105492. 32.54 28.26 105492. 32.54 28.26 19 135353. 35.85 35.85 149853. 38.18 33.51 149853. 38.18 33.51 20 145505. 37.05 37.05 160812. 39.42 34.68 160812. 39.42 34.68 21 145505. 37.05 37.05 160812. 39.42 34.68 160812. 39.42 34.68 22 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 23 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 24 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 25 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 26 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 27 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 28 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 29 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 30 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 31 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 32 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 33 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 34 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 35 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 36 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 37 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 38 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 39 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 40 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 41 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 42 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 43 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 44 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 45 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 46 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 47 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 48 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 49 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 50 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 Service Moment - Steel and Concrete Tenth Pt Location Steel Concrete 0 0.00 0. 0. 1 7.94 59. 195. 2 15.87 102. 332. 3 23.81 127. 416. 4 31.75 136. 440. 5 39.68 127. 407. 6 47.62 102. 310. 7 55.55 57. 147. 8 63.49 -5. -82. 9 71.43 -88. -384. 10 79.36 -188. -740. 11 89.92 -68. -269. 12 100.47 15. 69. 13 111.03 62. 278. 14 121.58 75. 360. 15 132.14 55. 321. 16 142.69 1. 160. 17 153.25 -91. -122. 18 163.81 -234. -537. 19 174.36 -437. -1084. 20 184.92 -702. -1771. 21 199.80 -220. -688. 22 214.68 139. 114. 23 229.57 375. 662. 24 244.45 506. 979. 25 259.34 535. 1075. 26 274.22 465. 955. 27 289.11 293. 612. 28 303.99 10. 38. 29 318.88 -394. -790. 30 333.76 -934. -1910. 31 348.71 -430. -861. 32 363.67 -63. -101. 33 378.62 188. 417. 34 393.58 335. 713. 35 408.53 377. 789. 36 423.49 309. 635. 37 438.44 132. 247. 38 453.40 -160. -387. 39 468.35 -578. -1296. 40 483.30 -1142. -2523. 41 497.40 -544. -1188. 42 511.50 -65. -117. 43 525.59 313. 726. 44 539.69 591. 1348. 45 553.78 765. 1736. 46 567.88 831. 1881. 47 581.97 787. 1775. 48 596.07 632. 1422. 49 610.16 369. 828. 50 624.26 0. 0. Service Torque - Steel and Concrete Tenth Pt Location Steel Concrete 0 0.00 0.01 0.06 1 7.94 0.01 0.06 2 15.87 0.01 0.06 3 23.81 0.01 0.05 4 31.75 0.01 0.05 5 39.68 0.01 0.01 6 47.62 0.01 0.01 7 55.55 -0.01 -0.03 8 63.49 -0.01 -0.03 9 71.43 -0.11 -0.44 10 79.36 -0.90 0.35 11 89.92 0.08 0.35 12 100.47 -0.01 -0.02 13 111.03 0.00 0.00 14 121.58 0.00 0.00 15 132.14 0.01 0.01 16 142.69 0.04 0.07 17 153.25 0.04 0.07 18 163.81 0.05 0.13 19 174.36 -0.06 -0.12 20 184.92 -0.10 -0.24 21 199.80 -0.10 -0.24 22 214.68 -0.14 -0.33 23 229.57 -0.12 -0.28 24 244.45 -0.05 -0.14 25 259.34 0.03 0.04 26 274.22 0.10 0.21 27 289.11 0.14 0.31 28 303.99 0.13 0.32 29 318.88 0.05 0.14 30 333.76 -0.07 -0.14 31 348.71 -0.08 -0.16 32 363.67 -0.07 -0.13 33 378.62 -0.04 -0.05 34 393.58 0.02 0.05 35 408.53 0.08 0.17 36 423.49 0.10 0.20 37 438.44 0.09 0.17 38 453.40 0.04 0.06 39 468.35 0.01 -0.01 40 483.30 -0.10 -0.25 41 497.40 -0.10 -0.25 42 511.50 -0.08 -0.18 43 525.59 -0.03 -0.06 44 539.69 0.02 0.07 45 553.78 0.06 0.15 46 567.88 0.06 0.15 47 581.97 0.10 0.23 48 596.07 0.09 0.22 49 610.16 0.07 0.18 50 624.26 0.07 0.18 Plastic Section Properties Girder 1 Plastic Section Properties Tenth C C a C' Ybar Dp D' Pos Mom Neg Mom Point (10- (10- (10- (10- (10-127 Mu Mu 123) 124) 125) 126) 10-128) (k-ft) (k-ft) 0 noncmpct noncmpct 1 2433 3962 8.07 764.4 0.64 13.59 5.88 8569.14* noncmpct 2 2512 3962 8.07 724.9 0.60 13.56 5.88 9052.48* noncmpct 3 2589 3962 8.07 686.6 0.57 13.52 5.88 9103.23* noncmpct 4 2666 3962 8.07 647.8 0.54 13.49 5.88 9154.54* noncmpct 5 2742 3962 8.07 610.1 0.51 13.46 5.88 9204.03* noncmpct 6 2817 3962 8.07 572.5 0.48 13.43 5.88 9253.33* noncmpct 7 2892 3962 8.07 534.8 0.45 13.40 5.88 9302.43* noncmpct 8 noncmpct noncmpct 9 noncmpct noncmpct 10 noncmpct noncmpct 43 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 43 46.64 19790.94* 44 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 44 46.64 19790.94* 45 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 45 46.64 19790.94* 46 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 46 46.64 19790.94* 47 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 47 46.64 19790.94* 48 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 48 46.64 19790.94* 49 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 49 46.64 19790.94* 50 13.08 noncmpct 19790.94* * Plastic modulus Z is Mp/Fy Elastic Noncomposite Section Properties at Web Splices Girder 1 Elastic Noncomposite Section Properties at Web Splices Splice Web Top Flg Bott Flg Area I na na Location wd wt tfw tft bfw bft (in2) (in4) from from Bott Top 206.95L 70.00 0.625 24.02 2.05 24.02 2.05 142.1 145505. 37.05 37.05 206.95R 70.00 0.750 24.02 2.05 24.02 2.05 150.8 149078. 37.05 37.05 Service Load Effects at Web Splices Girder 1 Summary of Service Load Effects at Web Splice Locations Splice Location 206.95 Dead Load Noncomp Shr Comp Shr Noncomp Mom Comp Mom 80.5 10.2 -299.4 -33.4 Live Load + Imp - Truck Max Shr Range Max Mom Min Mom 61.8 75.5 692.3 -712.9 Live Load + Imp - Lane Max Shr Range Max Mom Min Mom 49.6 69.0 600.8 -671.6 Concurrent moment for max shear of 61.8 = 513.6 Concurrent shear for max moment of 692.3 = 70.0 Concurrent shear for min moment of -712.9 = 7.4 Parabolic interpolation used in this table. Shear Strength at Web Splices Girder 1 Shear Strength at Web Splices Splice Web Web t Web t Stiff Factored Shear Perf Shear Perf Location Depth Left Right Spcng Shear Strngth Ratio Strngth Ratio of of at Spl Left of Right of Spl Spl Splice Splice ft in in in in k k k 206.95 70.00 0.625 0.750 198.50 260.93 445.84 0.585 770.42 0.339 Service Torque at Web Splices From Curvature Service Torque at Web Splices from Curvature -k-ft Splice Dead Live Location 206.95 -0.60 -9.78 Top Flange Factored Bending Stress - Group I Loading Girder 1 Grp I Factored Bending Stresses - ksi Tenth Loc ------------------ Top Flange ------------------- Point Noncomp Comp Max Min LL+I Tot Allow Ratio Dead Dead LL+I LL+I Rng 0 0.00 0.0 0.0 0.0 0.1 0.1 0.1 50.0 0.002 1 7.94 -2.8 -0.2 -0.8 1.0 1.8 -3.8 50.0 0.076 2 15.87 -4.8 -0.3 -1.4 1.9 3.3 -6.4 50.0 0.129 3 23.81 -6.0 -0.3 -1.7 2.7 4.4 -8.0 50.0 0.160 4 31.75 -6.4 -0.3 -1.8 3.5 5.3 -8.5 50.0 0.170 5 39.68 -5.9 -0.3 -1.7 4.0 5.7 -7.9 50.0 0.158 6 47.62 -4.6 -0.2 -1.5 4.6 6.1 -6.3 50.0 0.127 7 55.55 -2.3 -0.1 -1.2 4.9 6.2 -3.6 50.0 0.072 Top Flg.Spl. -0.8 -0.1 -1.1 5.1 6.2 4.3 50.0 0.085 Top Flg.Spl. -0.7 -0.1 -1.1 4.5 5.6 3.8 50.0 0.076 8 63.49 0.8 0.0 -0.9 4.7 5.6 5.6 50.0 0.111 9 71.43 4.4 0.4 -0.5 5.3 5.8 10.0 50.0 0.200 10 79.36 8.6 0.8 -0.4 7.9 8.3 17.3 50.0 0.345 11 89.92 3.1 0.3 -0.6 4.1 4.7 7.6 50.0 0.151 12 100.47 -0.8 0.0 -1.1 3.7 4.8 2.9 50.0 0.057 Top Flg.Spl. -1.4 -0.1 -1.2 3.6 4.9 -2.7 50.0 0.054 Top Flg.Spl. -1.6 -0.1 -1.3 4.0 5.3 -2.9 50.0 0.059 13 111.03 -3.7 -0.2 -1.6 3.9 5.5 -5.4 50.0 0.109 14 121.58 -4.7 -0.2 -1.8 4.4 6.2 -6.7 50.0 0.134 15 132.14 -4.0 -0.2 -1.9 5.2 7.1 -6.1 50.0 0.123 16 142.69 -1.7 -0.1 -1.7 6.0 7.8 4.2 50.0 0.084 Top Flg.Spl. 0.0 0.0 -1.6 6.4 8.0 6.4 50.0 0.128 Top Flg.Spl. 0.0 0.0 -1.8 4.1 5.9 4.1 50.0 0.082 17 153.25 1.3 0.1 -1.6 4.4 6.0 5.8 50.0 0.115 18 163.81 3.9 0.3 -1.1 5.0 6.0 9.2 50.0 0.183 19 174.36 6.3 0.5 -0.8 6.3 7.1 13.1 50.0 0.263 20 184.92 9.8 0.9 -0.8 9.0 9.8 19.7 50.0 0.394 21 199.80 3.6 0.3 -0.9 4.6 5.5 8.5 50.0 0.171 Top Flg.Spl. 1.0 0.1 -1.3 4.1 5.4 5.2 50.0 0.103 Top Flg.Spl. 1.0 0.1 -1.3 4.1 5.4 5.1 50.0 0.102 22 214.68 -1.0 -0.1 -1.7 3.8 5.5 2.8 50.0 0.056 23 229.57 -4.0 -0.2 -2.5 3.6 6.1 -6.7 50.0 0.133 24 244.45 -5.7 -0.3 -2.9 3.7 6.6 -8.9 50.0 0.178 25 259.34 -6.2 -0.4 -3.0 3.7 6.7 -9.5 50.0 0.191 26 274.22 -5.4 -0.3 -2.9 3.8 6.7 -8.6 50.0 0.173 27 289.11 -3.5 -0.2 -2.5 3.8 6.3 -6.1 50.0 0.123 28 303.99 -0.2 0.0 -1.8 3.9 5.6 3.7 50.0 0.074 Top Flg.Spl. 0.6 0.1 -1.6 4.1 5.7 4.7 50.0 0.095 Top Flg.Spl. 0.7 0.1 -1.6 4.3 6.0 5.1 50.0 0.101 29 318.88 4.9 0.4 -1.0 5.9 6.9 11.2 50.0 0.224 30 333.76 11.8 1.0 -1.0 10.7 11.7 23.5 50.0 0.470 31 348.71 5.4 0.5 -0.9 5.9 6.8 11.7 50.0 0.234 32 363.67 0.7 0.0 -1.7 4.3 6.0 5.0 50.0 0.100 Top Flg.Spl. -1.2 -0.1 -2.1 4.3 6.4 -3.4 50.0 0.067 Top Flg.Spl. -1.3 -0.1 -2.2 4.8 7.0 -3.6 50.0 0.072 33 378.62 -2.8 -0.2 -2.5 4.8 7.3 -5.5 50.0 0.111 34 393.58 -4.9 -0.3 -3.0 5.0 7.9 -8.2 50.0 0.164 35 408.53 -5.5 -0.3 -3.1 5.0 8.1 -8.9 50.0 0.179 36 423.49 -4.4 -0.3 -3.0 5.1 8.1 -7.7 50.0 0.154 37 438.44 -1.8 -0.1 -2.5 5.1 7.6 -4.4 50.0 0.089 Top Flg.Spl. 0.8 0.0 -2.0 4.9 7.0 5.8 50.0 0.115 Top Flg.Spl. 0.7 0.0 -2.0 4.4 6.4 5.2 50.0 0.104 38 453.40 2.3 0.2 -1.7 4.6 6.3 7.1 50.0 0.141 39 468.35 7.8 0.6 -0.8 6.4 7.2 14.8 50.0 0.295 40 483.30 15.2 1.3 -0.6 11.3 11.9 27.8 50.0 0.555 41 497.40 7.2 0.6 -0.8 6.2 7.0 14.0 50.0 0.280 42 511.50 0.8 0.1 -1.7 4.1 5.9 4.9 50.0 0.099 Top Flg.Spl. 0.4 0.0 -1.8 4.1 5.9 4.5 50.0 0.090 Top Flg.Spl. 0.5 0.0 -1.9 4.5 6.4 5.0 50.0 0.100 43 525.59 -4.9 -0.3 -2.8 4.1 6.9 -7.9 50.0 0.158 44 539.69 -9.1 -0.5 -3.4 3.7 7.2 -13.0 50.0 0.261 45 553.78 -11.8 -0.6 -3.8 3.3 7.1 -16.2 50.0 0.324 46 567.88 -12.7 -0.7 -3.9 2.7 6.6 -17.3 50.0 0.342 47 581.97 -12.0 -0.6 -3.6 2.1 5.7 -16.2 50.0 0.319 48 596.07 -9.7 -0.5 -2.9 1.4 4.3 -13.0 50.0 0.257 49 610.16 -5.6 -0.3 -1.7 0.7 2.5 -7.7 50.0 0.153 50 624.26 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.000 Governing expression for allowable compression stress Tenth Pt Expression 1 compact 2 compact 3 compact 4 compact 5 compact 6 compact 7 compact 12 (5-8) 13 (5-8) 14 (5-8) 15 (5-8) 16 compact 22 compact 23 compact 24 compact 25 compact 26 compact 27 compact 28 compact 33 compact 34 compact 35 compact 36 compact 37 compact 43 compact 44 compact 45 compact 46 compact 47 compact 48 compact 49 compact Perf. ratio for compact section is (factored mom/mom strength) if this is less than (total stress/allowable stress). Grp I Top Flange Factored Lateral Bending Stress Tenth Noncomp Dead Comp Dead Max LL+I Min LL+I Pt Lat Mom fw Lat Mom fw Lat Mom fw Lat Mom fw k-ft ksi k-ft ksi k-ft ksi k-ft ksi 0 0.00 0.00 composite 1 0.00 0.00 composite 2 0.00 0.00 composite 3 0.00 0.00 composite 4 0.00 0.00 composite 5 0.00 0.00 composite 6 0.00 0.00 composite 7 0.00 0.00 composite Top.Flg.Spl 0.00 0.00 composite Top.Flg.Spl 0.00 0.00 composite 8 0.00 0.00 composite 9 0.00 0.00 composite 10 0.00 0.00 composite 11 -1.79 0.18 composite 12 -0.86 0.09 composite Top.Flg.Spl -0.87 0.09 composite Top.Flg.Spl -0.87 0.11 composite 13 1.07 0.13 composite 14 0.31 0.04 composite 15 -1.34 0.16 composite 16 0.01 0.00 composite Top.Flg.Spl -0.99 0.00 composite Top.Flg.Spl -0.98 0.00 composite 17 1.05 0.06 composite 18 -1.79 0.11 composite 19 -3.02 0.18 composite 20 14.83 0.90 composite 21 1.03 0.06 composite Top.Flg.Spl -1.43 0.09 composite Top.Flg.Spl -1.43 0.09 composite 22 -0.25 0.01 composite 23 -1.01 0.06 composite 24 -4.58 0.28 composite 25 -5.96 0.36 composite 26 -4.26 0.26 composite 27 -0.60 0.04 composite 28 -0.96 0.00 composite Top.Flg.Spl -2.39 0.15 composite Top.Flg.Spl -2.39 0.16 composite 29 2.07 0.14 composite 30 19.60 1.29 composite 31 7.78 0.51 composite 32 0.97 0.06 composite Top.Flg.Spl -1.11 0.07 composite Top.Flg.Spl -1.10 0.09 composite 33 3.18 0.27 composite 34 5.36 0.45 composite 35 5.75 0.48 composite 36 4.55 0.38 composite 37 1.76 0.15 composite Top.Flg.Spl -0.56 0.05 composite Top.Flg.Spl -0.56 0.04 composite 38 1.42 0.09 composite 39 7.48 0.49 composite 40 28.54 1.89 composite 41 -3.67 0.24 composite 42 -3.77 0.25 composite Top.Flg.Spl -3.47 0.23 composite Top.Flg.Spl -3.47 0.29 composite 43 0.00 0.00 composite 44 0.00 0.00 composite 45 0.00 0.00 composite 46 0.00 0.00 composite 47 0.00 0.00 composite 48 0.00 0.00 composite 49 0.00 0.00 composite 50 0.00 0.00 composite Dabrowski sign convention: +fw/fb ratio used for allowable stress. (See 2003 Guide spec. commentary C5.1) First of two splice entries is to left of splice, second is to right of splice. Bottom Flange Factored Bending Stress - Group I Loading Girder 1 Grp I Factored Bending Stresses - ksi Tenth Loc ----------------- Bottom Flange ----------------- Point Noncomp Comp Max Min LL+I Wind Tot Allow Ratio Dead Dead LM+I LL+I Rng 0 0.00 0.0 0.0 0.1 -0.1 0.1 0.0 -0.1 48.2 0.002 1 7.94 2.8 0.3 4.3 -1.2 5.5 0.0 7.5 50.0 0.125 2 15.87 4.8 0.6 7.6 -2.5 10.0 0.0 12.9 50.0 0.207 3 23.81 6.0 0.7 9.5 -3.5 13.0 0.0 16.2 50.0 0.259 4 31.75 6.4 0.7 10.7 -4.4 15.2 0.0 17.8 50.0 0.285 5 39.68 5.9 0.7 10.6 -5.2 15.7 0.0 17.1 50.0 0.274 6 47.62 4.6 0.5 9.9 -5.9 15.7 0.0 14.9 50.0 0.241 7 55.55 2.3 0.3 8.1 -6.3 14.4 0.0 10.6 50.0 0.175 Bot.Flg.Spl. 0.8 0.1 7.0 -6.6 13.6 0.0 7.9 50.0 0.144 Bot.Flg.Spl. 0.7 0.1 6.1 -5.6 11.7 0.0 6.9 50.0 0.137 8 63.49 -0.8 0.0 4.9 -5.9 10.8 0.0 -6.7 48.5 0.139 9 71.43 -4.4 -0.5 3.0 -6.6 9.6 0.0 -11.4 48.5 0.235 10 79.36 -8.6 -0.9 2.3 -9.8 12.1 0.0 -19.4 48.5 0.400 11 89.92 -3.1 -0.3 3.1 -5.2 8.3 0.0 -8.6 42.9 0.201 12 100.47 0.8 0.1 6.4 -4.6 11.0 0.0 7.3 49.9 0.146 Bot.Flg.Spl. 1.4 0.1 7.0 -4.5 11.5 0.0 8.5 49.9 0.171 Bot.Flg.Spl. 1.4 0.1 7.0 -4.6 11.5 0.0 8.6 49.9 0.172 13 111.03 3.2 0.3 9.0 -4.4 13.3 0.0 12.5 49.9 0.251 14 121.58 4.1 0.4 10.2 -4.9 15.1 0.0 14.8 50.0 0.295 15 132.14 3.6 0.4 10.5 -5.8 16.4 0.0 14.5 49.8 0.291 16 142.69 1.5 0.2 9.7 -6.8 16.5 0.0 11.5 50.0 0.229 Bot.Flg.Spl. 0.0 0.1 8.9 -7.3 16.2 0.0 9.0 49.9 0.181 Bot.Flg.Spl. 0.0 0.1 6.3 -4.8 11.1 0.0 6.3 49.9 0.127 17 153.25 -1.3 -0.1 5.6 -5.1 10.7 0.0 -6.5 48.5 0.134 18 163.81 -3.9 -0.3 3.5 -5.8 9.2 0.0 -10.0 43.2 0.231 19 174.36 -6.3 -0.6 2.3 -7.2 9.5 0.0 -14.1 43.2 0.328 20 184.92 -9.8 -1.0 2.3 -10.2 12.6 0.0 -21.0 41.0 0.513 21 199.80 -3.6 -0.4 2.5 -5.2 7.8 0.0 -9.2 48.2 0.191 Bot.Flg.Spl. -1.0 -0.1 3.7 -4.6 8.4 0.0 -5.7 48.2 0.119 Bot.Flg.Spl. -0.9 -0.1 3.5 -4.3 7.7 0.0 -5.3 47.8 0.110 22 214.68 0.9 0.1 4.5 -4.0 8.5 0.0 5.5 50.0 0.109 23 229.57 3.7 0.3 6.4 -3.8 10.2 0.0 10.5 50.0 0.209 24 244.45 5.3 0.5 7.6 -3.9 11.4 0.0 13.3 49.8 0.268 25 259.34 5.8 0.5 7.9 -3.9 11.8 0.0 14.2 49.8 0.285 26 274.22 5.1 0.5 7.6 -4.0 11.6 0.0 13.1 49.8 0.263 27 289.11 3.2 0.3 6.5 -4.0 10.5 0.0 10.0 50.0 0.200 28 303.99 0.2 0.0 4.6 -4.1 8.7 0.0 4.8 50.0 0.096 Bot.Flg.Spl. -0.6 -0.1 4.2 -4.3 8.5 0.0 -4.9 47.8 0.103 Bot.Flg.Spl. -0.7 -0.1 4.8 -4.9 9.8 0.0 -5.7 48.2 0.118 29 318.88 -4.9 -0.5 3.0 -6.7 9.6 0.0 -12.1 48.2 0.250 30 333.76 -11.8 -1.2 3.0 -12.1 15.1 0.0 -25.1 48.2 0.520 31 348.71 -5.4 -0.5 2.7 -6.7 9.5 0.0 -12.6 48.6 0.259 32 363.67 -0.7 0.0 5.0 -4.9 9.8 0.0 -5.6 48.6 0.115 Bot.Flg.Spl. 1.2 0.1 6.2 -4.9 11.1 0.0 7.5 49.9 0.150 Bot.Flg.Spl. 1.0 0.1 5.0 -4.1 9.1 0.0 6.1 49.9 0.123 33 378.62 2.1 0.2 5.8 -4.1 9.9 0.0 8.1 49.8 0.163 34 393.58 3.6 0.3 6.9 -4.2 11.1 0.0 10.9 49.8 0.218 35 408.53 4.0 0.4 7.2 -4.2 11.5 0.0 11.7 49.7 0.235 36 423.49 3.3 0.3 6.9 -4.3 11.2 0.0 10.5 49.8 0.211 37 438.44 1.3 0.1 5.8 -4.3 10.2 0.0 7.3 49.9 0.146 Bot.Flg.Spl. -0.6 0.0 4.7 -4.2 8.9 0.0 -4.8 48.3 0.100 Bot.Flg.Spl. -0.7 0.0 5.8 -5.0 10.9 0.0 -5.8 48.6 0.119 38 453.40 -2.3 -0.2 5.0 -5.3 10.3 0.0 -7.7 48.6 0.159 39 468.35 -7.8 -0.7 2.3 -7.2 9.6 0.0 -15.7 48.4 0.325 40 483.30 -15.2 -1.5 1.9 -12.8 14.6 0.0 -29.5 48.0 0.614 41 497.40 -7.2 -0.7 2.3 -7.1 9.4 0.0 -15.0 48.0 0.312 42 511.50 -0.8 -0.1 5.2 -4.7 9.8 0.0 -5.5 48.0 0.115 Bot.Flg.Spl. -0.4 0.0 5.3 -4.6 9.9 0.0 -5.1 48.0 0.105 Bot.Flg.Spl. -0.4 0.0 4.3 -3.8 8.1 0.0 -4.2 47.5 0.088 43 525.59 3.6 0.3 6.4 -3.5 9.9 0.0 10.3 50.0 0.191 44 539.69 6.7 0.6 7.9 -3.2 11.1 0.0 15.2 50.0 0.277 45 553.78 8.7 0.8 8.8 -2.8 11.6 0.0 18.2 50.0 0.328 46 567.88 9.4 0.8 8.9 -2.3 11.2 0.0 19.1 50.0 0.342 47 581.97 8.9 0.8 8.2 -1.8 10.0 0.0 17.9 50.0 0.319 48 596.07 7.1 0.6 6.6 -1.2 7.8 0.0 14.4 50.0 0.257 49 610.16 4.1 0.4 4.0 -0.6 4.6 0.0 8.5 50.0 0.153 50 624.26 0.0 0.0 0.0 0.0 0.0 0.0 0.0 48.0 0.000 Governing expression for allowable compression stress Tenth Pt Expression 8 (5-8) 9 (5-8) 10 (5-8) 11 (5-8) 17 compact 18 (5-8) 19 (5-8) 20 (5-8) 21 compact 29 compact 30 compact 31 compact 32 compact 38 compact 39 compact 40 compact 41 compact 42 (5-4) Perf. ratio for compact section is (factored mom/mom strength) if this is less than (total stress/allowable stress). Grp I Bottom Flange Factored Lateral Bending Stress Tenth Noncomp Dead Comp Dead Max LL+I Min LL+I Pt Lat Mom fw Lat Mom fw Lat Mom fw Lat Mom fw k-ft ksi k-ft ksi k-ft ksi k-ft ksi 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Bot.Flg.Spl 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Bot.Flg.Spl 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11 -1.79 0.18 -0.18 0.00 -0.60 0.06 -1.90 0.19 12 -0.86 0.09 -0.09 0.00 -2.99 0.30 -1.49 0.15 Bot.Flg.Spl -0.87 0.09 -0.09 0.00 -2.99 0.30 -1.67 0.17 Bot.Flg.Spl -0.87 0.09 -0.09 0.00 -2.99 0.30 -1.67 0.17 13 1.07 0.11 0.11 0.00 3.77 0.37 1.50 0.15 14 0.31 0.03 0.04 0.00 0.69 0.07 0.26 0.03 15 -1.34 0.13 -0.16 0.00 -4.97 0.49 -2.25 0.22 16 0.01 0.00 0.04 0.00 0.82 0.08 -0.01 0.00 Bot.Flg.Spl -0.99 0.00 -0.10 0.00 -4.27 0.42 -2.73 0.27 Bot.Flg.Spl -0.99 0.00 -0.10 0.00 -4.27 0.26 -2.73 0.17 17 1.05 0.06 0.04 0.00 3.19 0.19 2.95 0.18 18 -1.79 0.11 -0.14 0.00 -2.66 0.16 -3.02 0.18 19 -3.02 0.18 -0.28 0.02 -0.80 0.05 -2.93 0.18 20 14.83 0.90 1.38 0.08 3.80 0.23 14.28 0.87 21 1.03 0.06 0.10 0.00 2.23 0.14 2.52 0.15 Bot.Flg.Spl -1.43 0.09 -0.13 0.00 -3.28 0.20 -2.78 0.17 Bot.Flg.Spl -1.43 0.08 -0.13 0.00 -3.28 0.18 -2.78 0.15 22 -0.25 0.01 -0.03 0.00 1.30 0.07 0.09 0.00 23 -1.01 0.06 -0.09 0.00 -3.08 0.17 -2.03 0.11 24 -4.58 0.25 -0.41 0.00 -7.41 0.40 -3.33 0.18 25 -5.96 0.33 -0.53 0.00 -9.04 0.49 -3.86 0.21 26 -4.26 0.23 -0.38 0.00 -7.36 0.40 -3.44 0.19 27 -0.60 0.03 -0.05 0.00 -3.03 0.17 -1.99 0.11 28 -0.96 0.00 -0.10 0.00 1.50 0.08 -0.20 0.01 Bot.Flg.Spl -2.39 0.13 -0.22 0.00 -3.23 0.18 -3.90 0.21 Bot.Flg.Spl -2.39 0.16 -0.22 0.00 -3.23 0.21 -3.90 0.26 29 2.07 0.14 0.20 0.00 2.89 0.19 3.80 0.25 30 19.60 1.29 1.82 0.12 5.41 0.36 18.68 1.23 31 7.78 0.51 0.70 0.00 4.30 0.28 9.01 0.60 32 0.97 0.06 0.06 0.00 7.43 0.49 6.24 0.41 Bot.Flg.Spl -1.11 0.07 -0.10 0.00 -4.73 0.31 -3.31 0.22 Bot.Flg.Spl -1.11 0.05 -0.10 0.00 -4.73 0.23 -3.31 0.16 33 3.18 0.16 0.33 0.00 10.18 0.50 6.01 0.30 34 5.36 0.27 0.53 0.00 11.53 0.57 5.87 0.29 35 5.75 0.28 0.57 0.00 11.54 0.57 5.57 0.28 36 4.55 0.23 0.46 0.00 10.42 0.52 5.34 0.26 37 1.76 0.09 0.21 0.00 8.38 0.42 4.99 0.25 Bot.Flg.Spl -0.56 0.03 -0.07 0.00 -2.72 0.13 -1.62 0.08 Bot.Flg.Spl -0.56 0.04 -0.07 0.00 -2.72 0.18 -1.62 0.11 38 1.42 0.09 0.09 0.00 5.73 0.38 4.52 0.30 39 7.48 0.49 0.65 0.04 3.00 0.20 6.70 0.44 40 28.54 1.89 2.58 0.17 3.84 0.25 22.29 1.47 41 -3.67 0.24 -0.33 0.02 0.66 0.04 -2.13 0.14 42 -3.77 0.25 -0.34 0.00 -4.19 0.28 -4.61 0.30 Bot.Flg.Spl -3.47 0.23 -0.31 0.00 -3.19 0.21 -4.00 0.26 Bot.Flg.Spl -3.47 0.17 -0.31 0.00 -3.19 0.16 -4.00 0.20 43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Dabrowski sign convention: +fw/fb ratio used for allowable stress. (See 2003 Guide spec. commentary C5.1) First of two splice entries is to left of splice, second is to right of splice. Slab and Rebar Factored Stress - Group I Loading Girder 1 Grp I Factored Bending Stresses - ksi Tenth Loc ----- Slab ----- ---- Rebars ---- Point Comp Max Tot Comp Min Tot Dead LL+I Dead LL+I 0 0.00 0.00 0.00 0.00 0.00 0.11 0.11 1 7.94 -0.01 -0.27 -0.28 0.00 1.37 1.37 2 15.87 -0.02 -0.46 -0.48 0.00 2.75 2.75 3 23.81 -0.03 -0.57 -0.60 0.00 3.86 3.86 4 31.75 -0.03 -0.63 -0.66 0.00 4.95 4.95 5 39.68 -0.02 -0.61 -0.64 0.00 5.76 5.76 6 47.62 -0.02 -0.56 -0.58 0.00 6.53 6.53 7 55.55 -0.01 -0.45 -0.46 0.00 7.07 7.07 8 63.49 0.00 -0.29 -0.29 0.05 6.65 6.70 9 71.43 0.00 -0.18 -0.18 0.52 7.43 7.95 10 79.36 0.00 -0.13 -0.13 1.07 11.13 12.20 11 89.92 0.00 -0.19 -0.19 0.39 5.84 6.23 12 100.47 0.00 -0.38 -0.38 0.00 5.19 5.19 13 111.03 -0.01 -0.54 -0.55 0.00 5.42 5.42 14 121.58 -0.02 -0.61 -0.63 0.00 6.10 6.10 15 132.14 -0.01 -0.64 -0.65 0.00 7.24 7.24 16 142.69 -0.01 -0.58 -0.59 0.00 8.43 8.43 17 153.25 0.00 -0.40 -0.40 0.07 5.95 6.02 18 163.81 0.00 -0.24 -0.24 0.39 6.47 6.86 19 174.36 0.00 -0.16 -0.16 0.67 7.90 8.57 20 184.92 0.00 -0.16 -0.16 1.08 11.18 12.26 21 199.80 0.00 -0.18 -0.18 0.40 5.72 6.12 22 214.68 0.00 -0.34 -0.34 0.00 4.68 4.68 23 229.57 -0.01 -0.49 -0.50 0.00 4.45 4.45 24 244.45 -0.02 -0.57 -0.59 0.00 4.51 4.51 25 259.34 -0.02 -0.60 -0.62 0.00 4.54 4.54 26 274.22 -0.02 -0.57 -0.59 0.00 4.67 4.67 27 289.11 -0.01 -0.49 -0.50 0.00 4.70 4.70 28 303.99 0.00 -0.35 -0.35 0.00 4.77 4.77 29 318.88 0.00 -0.21 -0.21 0.55 7.33 7.87 30 333.76 0.00 -0.21 -0.21 1.30 13.31 14.60 31 348.71 0.00 -0.19 -0.19 0.57 7.39 7.96 32 363.67 0.00 -0.35 -0.35 0.05 5.35 5.40 33 378.62 -0.01 -0.49 -0.50 0.00 5.91 5.91 34 393.58 -0.02 -0.58 -0.60 0.00 6.07 6.07 35 408.53 -0.02 -0.61 -0.63 0.00 6.10 6.10 36 423.49 -0.02 -0.58 -0.60 0.00 6.25 6.25 37 438.44 -0.01 -0.49 -0.50 0.00 6.26 6.26 38 453.40 0.00 -0.35 -0.35 0.20 5.79 5.99 39 468.35 0.00 -0.16 -0.16 0.80 7.94 8.74 40 483.30 0.00 -0.13 -0.13 1.62 14.05 15.67 41 497.40 0.00 -0.16 -0.16 0.76 7.79 8.55 42 511.50 0.00 -0.36 -0.36 0.07 5.14 5.22 43 525.59 -0.02 -0.54 -0.55 0.00 5.02 5.02 44 539.69 -0.03 -0.67 -0.70 0.00 4.58 4.58 45 553.78 -0.04 -0.74 -0.78 0.00 4.05 4.05 46 567.88 -0.04 -0.75 -0.79 0.00 3.36 3.36 47 581.97 -0.04 -0.69 -0.73 0.00 2.59 2.59 48 596.07 -0.03 -0.56 -0.59 0.00 1.76 1.76 49 610.16 -0.02 -0.34 -0.35 0.00 0.89 0.89 50 624.26 0.00 0.00 0.00 0.00 0.01 0.01 Only slab compression stresses tabulated. Bottom Flange Elastic Compression Strength Girder 1 Bottom Flange Elastic Compression Strength - k-ft Tenth M1 M2 Cb Lb Lp Lr PT Dc Mr Rb My Mu 8 176.33 1046.54 1.58 186.70 294.43 678.86 26.76 7017.21(103c) 1.00 7017.21 7017.21 9 1046.54 2843.49 1.40 185.14 294.43 678.86 26.76 7017.21(103c) 1.00 7017.21 7017.21 10 1046.54 2843.49 1.40 185.14 294.43 678.86 26.76 7017.21(103c) 1.00 7017.21 7017.21 Tabulated only where girder is straight. Constructibility of Web in Bending Girder 1 Web Compression Bending Stress for Constructibility - ksi Tenth Noncomp. Dead Noncomp. Dead Allowable Ratio Point Factored Mom Web Bending (6-3),(6-8) Stress 0 -0.03 0.00 50.04 0.000 1 356.13 2.90 50.04 0.058 2 607.27 4.95 50.04 0.099 3 760.48 6.20 50.04 0.124 4 805.93 6.57 50.04 0.131 5 747.31 6.09 50.04 0.122 6 577.07 4.70 50.04 0.094 7 286.52 2.34 50.04 0.047 8 -123.13 0.84 50.04 0.017 9 -661.23 4.52 50.04 0.090 10 -1299.31 8.89 50.04 0.178 11 -471.96 3.23 50.04 0.065 12 118.07 0.81 50.04 0.016 13 476.75 3.79 50.04 0.076 14 609.19 4.84 50.04 0.097 15 525.89 4.18 50.04 0.084 16 225.31 1.79 50.04 0.036 17 -298.81 1.33 50.04 0.027 18 -1080.71 4.01 50.04 0.080 19 -2130.21 6.49 50.04 0.130 20 -3461.96 10.15 50.04 0.203 21 -1270.32 3.72 50.04 0.074 22 353.81 1.00 50.04 0.020 23 1451.88 4.10 50.04 0.082 24 2078.31 5.86 50.04 0.117 25 2255.06 6.36 50.04 0.127 26 1988.00 5.61 50.04 0.112 27 1267.16 3.58 50.04 0.071 28 68.02 0.19 50.04 0.004 29 -1658.24 5.07 50.04 0.101 30 -3981.65 12.18 50.04 0.244 31 -1807.40 5.53 50.04 0.111 32 -229.98 0.70 50.04 0.014 33 847.94 2.94 50.04 0.059 34 1466.90 5.09 50.04 0.102 35 1632.48 5.66 50.04 0.113 36 1322.62 4.59 50.04 0.092 37 530.83 1.84 50.04 0.037 38 -766.21 2.34 50.04 0.047 39 -2623.16 8.03 50.04 0.160 40 -5129.99 15.70 50.04 0.314 41 -2424.13 7.42 50.04 0.148 42 -254.36 0.78 50.04 0.016 43 1455.61 5.05 50.04 0.101 44 2714.01 9.41 50.04 0.188 45 3500.37 12.14 50.04 0.243 46 3796.93 13.17 50.04 0.263 47 3585.89 12.44 50.04 0.249 48 2875.72 9.97 50.04 0.199 49 1675.96 5.81 50.04 0.116 50 -0.05 0.00 50.04 0.000 Top Flange Overload Stress Girder 1 Top Flange Permanent Defl Stress - ksi Tenth Loc Noncomp Comp 1.67 Max 1.67 Min Allowable Ratio Dead Dead LL+I LL+I 0 0.00 0.00 0.00 -0.01 0.06 47.54 0.001 1 7.94 -2.16 -0.13 -0.63 0.74 47.54 0.061 2 15.87 -3.69 -0.21 -1.06 1.48 47.54 0.104 3 23.81 -4.62 -0.26 -1.29 2.08 47.54 0.130 4 31.75 -4.89 -0.27 -1.40 2.67 47.54 0.138 5 39.68 -4.54 -0.24 -1.32 3.10 47.54 0.128 6 47.62 -3.50 -0.19 -1.19 3.51 47.54 0.103 7 55.55 -1.74 -0.10 -0.93 3.81 47.54 0.058 Top flg.spl. -0.63 -0.05 -0.81 3.96 47.54 0.069 Top flg.spl. -0.53 -0.08 -0.84 3.48 47.54 0.060 8 63.49 0.63 0.03 -0.68 3.63 47.54 0.090 9 71.43 3.37 0.28 -0.42 4.06 47.54 0.162 10 79.36 6.62 0.59 -0.31 6.08 47.54 0.279 11 89.92 2.52 0.21 -0.43 3.19 47.54 0.125 12 100.47 -0.60 -0.03 -0.88 2.83 47.54 0.046 Top flg.spl. -1.13 -0.05 -0.96 2.79 47.54 0.045 Top flg.spl. -1.30 -0.06 -0.96 3.11 47.54 0.049 13 111.03 -2.91 -0.13 -1.23 2.98 47.54 0.090 14 121.58 -3.63 -0.17 -1.40 3.36 47.54 0.109 15 132.14 -3.22 -0.16 -1.45 3.98 47.54 0.102 16 142.69 -1.33 -0.09 -1.34 4.64 47.54 0.068 Top flg.spl. 0.02 -0.04 -1.23 4.96 47.54 0.104 Top flg.spl. 0.01 -0.05 -1.35 3.18 47.54 0.066 17 153.25 0.99 0.04 -1.20 3.39 47.54 0.093 18 163.81 3.06 0.23 -0.81 3.83 47.54 0.150 19 174.36 4.96 0.41 -0.59 4.86 47.54 0.215 20 184.92 8.17 0.67 -0.61 6.92 47.54 0.332 21 199.80 2.77 0.25 -0.66 3.54 47.54 0.138 Top flg.spl. 0.75 0.07 -1.02 3.16 47.54 0.084 Top flg.spl. 0.74 0.05 -1.02 3.12 47.54 0.082 22 214.68 -0.74 -0.04 -1.32 2.92 47.54 0.045 23 229.57 -3.05 -0.18 -1.89 2.77 47.54 0.108 24 244.45 -4.37 -0.25 -2.23 2.81 47.54 0.144 25 259.34 -4.74 -0.28 -2.33 2.83 47.54 0.154 26 274.22 -4.18 -0.24 -2.23 2.91 47.54 0.140 27 289.11 -2.66 -0.15 -1.91 2.93 47.54 0.099 28 303.99 -0.14 0.00 -1.36 2.98 47.54 0.060 Top flg.spl. 0.47 0.03 -1.25 3.12 47.54 0.076 Top flg.spl. 0.51 0.05 -1.26 3.35 47.54 0.082 29 318.88 3.78 0.34 -0.77 4.52 47.54 0.182 30 333.76 9.07 0.80 -0.77 8.20 47.54 0.380 31 348.71 4.12 0.35 -0.71 4.55 47.54 0.190 32 363.67 0.52 0.03 -1.29 3.30 47.54 0.081 Top flg.spl. -0.90 -0.10 -1.62 3.32 47.54 0.055 Top flg.spl. -1.02 -0.07 -1.68 3.68 47.54 0.058 33 378.62 -2.19 -0.13 -1.93 3.71 47.54 0.089 34 393.58 -3.79 -0.22 -2.29 3.81 47.54 0.133 35 408.53 -4.22 -0.25 -2.41 3.83 47.54 0.145 36 423.49 -3.42 -0.20 -2.30 3.93 47.54 0.125 37 438.44 -1.37 -0.09 -1.95 3.94 47.54 0.072 Top flg.spl. 0.64 0.01 -1.57 3.78 47.54 0.093 Top flg.spl. 0.56 0.02 -1.51 3.41 47.54 0.084 38 453.40 1.75 0.12 -1.30 3.57 47.54 0.114 39 468.35 5.98 0.50 -0.61 4.89 47.54 0.239 40 483.30 11.69 1.00 -0.48 8.66 47.54 0.449 41 497.40 5.52 0.47 -0.61 4.80 47.54 0.227 42 511.50 0.58 0.04 -1.34 3.17 47.54 0.080 Top flg.spl. 0.33 0.02 -1.39 3.12 47.54 0.073 Top flg.spl. 0.37 0.02 -1.44 3.45 47.54 0.081 43 525.59 -3.76 -0.20 -2.13 3.16 47.54 0.128 44 539.69 -7.01 -0.37 -2.65 2.88 47.54 0.211 45 553.78 -9.04 -0.48 -2.93 2.55 47.54 0.262 46 567.88 -9.81 -0.52 -2.96 2.11 47.54 0.280 47 581.97 -9.26 -0.49 -2.73 1.63 47.54 0.263 48 596.07 -7.43 -0.39 -2.20 1.10 47.54 0.211 49 610.16 -4.33 -0.23 -1.33 0.56 47.54 0.124 50 624.26 0.00 0.00 0.00 0.01 47.54 0.000 Bottom Flange Overload Stress Girder 1 Bottom Flange Permanent Defl Stress - ksi Tenth Loc Noncomp Comp 1.67 Max 1.67 Min Allowable Ratio Dead Dead LL+I LL+I 0 0.00 0.00 0.00 0.04 -0.06 47.54 0.001 1 7.94 2.09 0.25 3.16 -0.91 47.54 0.116 2 15.87 3.57 0.42 5.54 -1.83 47.54 0.200 3 23.81 4.47 0.52 6.97 -2.58 47.54 0.252 4 31.75 4.74 0.55 7.86 -3.30 47.54 0.277 5 39.68 4.39 0.51 7.73 -3.84 47.54 0.266 6 47.62 3.39 0.39 7.21 -4.35 47.54 0.231 7 55.55 1.68 0.21 5.90 -4.71 47.54 0.164 Bot.flg.spl. 0.63 0.11 5.38 -5.07 47.54 0.129 Bot.flg.spl. 0.53 0.10 4.67 -4.33 47.54 0.111 8 63.49 -0.63 -0.04 3.80 -4.52 47.54 0.109 9 71.43 -3.37 -0.35 2.34 -5.05 47.54 0.184 10 79.36 -6.62 -0.73 1.75 -7.56 47.54 0.314 11 89.92 -2.52 -0.27 2.45 -4.11 42.92 0.161 12 100.47 0.60 0.06 5.17 -3.64 47.54 0.123 Bot.flg.spl. 1.13 0.11 5.62 -3.58 47.54 0.144 Bot.flg.spl. 1.15 0.11 5.61 -3.61 47.54 0.145 13 111.03 2.56 0.25 7.18 -3.47 47.54 0.210 14 121.58 3.20 0.33 7.88 -3.80 47.54 0.240 15 132.14 2.83 0.31 8.49 -4.65 47.54 0.245 16 142.69 1.18 0.18 7.52 -5.22 47.54 0.187 Bot.flg.spl. -0.02 0.07 6.94 -5.58 47.54 0.147 Bot.flg.spl. -0.01 0.05 4.83 -3.70 47.54 0.102 17 153.25 -0.99 -0.05 4.28 -3.95 47.54 0.105 18 163.81 -3.06 -0.27 2.78 -4.56 43.24 0.182 19 174.36 -4.96 -0.47 1.80 -5.67 43.17 0.257 20 184.92 -8.17 -0.83 1.98 -8.54 41.01 0.428 21 199.80 -2.77 -0.28 1.95 -4.03 47.54 0.149 Bot.flg.spl. -0.75 -0.08 2.88 -3.56 47.54 0.093 Bot.flg.spl. -0.69 -0.07 2.66 -3.29 47.54 0.085 22 214.68 0.70 0.06 3.45 -3.08 47.54 0.088 23 229.57 2.86 0.25 4.94 -2.93 47.54 0.169 24 244.45 4.09 0.37 5.81 -2.97 47.54 0.216 25 259.34 4.43 0.40 6.07 -2.99 47.54 0.229 26 274.22 3.91 0.35 5.82 -3.07 47.54 0.212 27 289.11 2.49 0.22 4.97 -3.10 47.54 0.162 28 303.99 0.13 0.01 3.54 -3.14 47.54 0.077 Bot.flg.spl. -0.44 -0.05 3.25 -3.29 47.54 0.079 Bot.flg.spl. -0.51 -0.06 3.72 -3.80 47.54 0.092 29 318.88 -3.78 -0.38 2.29 -5.13 47.54 0.195 30 333.76 -9.07 -0.91 2.28 -9.32 47.54 0.406 31 348.71 -4.12 -0.40 2.11 -5.17 47.54 0.204 32 363.67 -0.52 -0.03 3.81 -3.75 47.54 0.091 Bot.flg.spl. 0.90 0.11 4.77 -3.77 47.54 0.122 Bot.flg.spl. 0.75 0.08 3.88 -3.12 47.54 0.099 33 378.62 1.61 0.16 4.45 -3.15 47.54 0.131 34 393.58 2.79 0.27 5.29 -3.24 47.54 0.176 35 408.53 3.11 0.30 5.57 -3.26 47.54 0.189 36 423.49 2.52 0.25 5.31 -3.33 47.54 0.170 37 438.44 1.01 0.11 4.49 -3.34 47.54 0.118 Bot.flg.spl. -0.47 -0.02 3.63 -3.21 47.54 0.078 Bot.flg.spl. -0.56 -0.02 4.47 -3.88 47.54 0.094 38 453.40 -1.75 -0.14 3.84 -4.06 47.54 0.125 39 468.35 -5.98 -0.56 1.81 -5.56 47.54 0.255 40 483.30 -11.69 -1.14 1.43 -9.84 47.54 0.477 41 497.40 -5.52 -0.53 1.79 -5.46 47.54 0.242 42 511.50 -0.58 -0.05 3.97 -3.60 47.54 0.089 Bot.flg.spl. -0.33 -0.03 4.09 -3.54 47.54 0.082 Bot.flg.spl. -0.27 -0.02 3.32 -2.93 47.54 0.068 43 525.59 2.77 0.25 4.91 -2.68 47.54 0.167 44 539.69 5.17 0.45 6.11 -2.45 47.54 0.247 45 553.78 6.67 0.58 6.77 -2.16 47.54 0.295 46 567.88 7.23 0.63 6.83 -1.79 47.54 0.309 47 581.97 6.83 0.59 6.31 -1.38 47.54 0.289 48 596.07 5.48 0.48 5.09 -0.94 47.54 0.232 49 610.16 3.19 0.28 3.07 -0.47 47.54 0.138 50 624.26 0.00 0.00 0.00 -0.01 47.54 0.000 Lateral bending stresses not included if compact. Factored Noncomp Dead Wet Concrete Bending Stress Girder 1 Factored Noncomp Dead Wet Concrete Stresses - ksi [While the constructibility load factor is used for this table, slab pouring is not. Actual stresses are dependent on the pouring sequence and may be significantly different from those printed here.] Tenth Loc ----- Top Flange ----- ----- Bott Flange ----- Point Primary Lateral Primary Lateral 0 0.00 0.0 +- 0.0 0.0 +- 0.0 1 7.94 -3.0 +- 0.0 3.0 +- 0.0 2 15.87 -5.2 +- 0.0 5.2 +- 0.0 3 23.81 -6.5 +- 0.0 6.5 +- 0.0 4 31.75 -6.8 +- 0.0 6.8 +- 0.0 5 39.68 -6.4 +- 0.0 6.4 +- 0.0 6 47.62 -4.9 +- 0.0 4.9 +- 0.0 7 55.55 -2.4 +- 0.0 2.4 +- 0.0 Top flg.spl 59.39 -0.9 +- 0.0 0.9 +- 0.0 Top flg.spl 59.39 -0.7 +- 0.0 0.7 +- 0.0 Bot.flg.spl 59.39 -0.9 +- 0.0 0.9 +- 0.0 Bot.flg.spl 59.39 -0.7 +- 0.0 0.7 +- 0.0 8 63.49 0.9 +- 0.0 -0.9 +- 0.0 9 71.43 4.7 +- 0.0 -4.7 +- 0.0 10 79.36 9.3 +- 0.0 -9.3 +- 0.0 11 89.92 3.4 +- 0.2 -3.4 +- 0.2 12 100.47 -0.8 +- 0.0 0.8 +- 0.0 Top flg.spl 102.63 -1.5 +- 0.0 1.5 +- 0.0 Top flg.spl 102.63 -1.7 +- 0.0 1.5 +- 0.0 Bot.flg.spl 102.63 -1.5 +- 0.0 1.5 +- 0.0 Bot.flg.spl 102.63 -1.7 +- 0.0 1.5 +- 0.0 13 111.03 -3.9 +- 0.2 3.5 +- 0.1 14 121.58 -5.0 +- 0.0 4.5 +- 0.0 15 132.14 -4.4 +- 0.2 3.8 +- 0.2 16 142.69 -1.9 +- 0.0 1.6 +- 0.0 Top flg.spl 147.86 0.0 +- 0.0 0.0 +- 0.0 Top flg.spl 147.86 0.0 +- 0.0 0.0 +- 0.0 Bot.flg.spl 147.86 0.0 +- 0.0 0.0 +- 0.0 Bot.flg.spl 147.86 0.0 +- 0.0 0.0 +- 0.0 17 153.25 1.4 +- 0.1 -1.4 +- 0.1 18 163.81 4.2 +- 0.1 -4.2 +- 0.1 19 174.36 6.8 +- 0.2 -6.8 +- 0.2 20 184.92 10.6 +- 1.0 -10.6 +- 1.0 21 199.80 3.9 +- 0.1 -3.9 +- 0.1 Top flg.spl 207.61 1.1 +- 0.1 -1.1 +- 0.1 Top flg.spl 207.61 1.0 +- 0.1 -1.0 +- 0.1 Bot.flg.spl 207.61 1.1 +- 0.1 -1.1 +- 0.1 Bot.flg.spl 207.61 1.0 +- 0.1 -1.0 +- 0.1 22 214.68 -1.0 +- 0.0 1.0 +- 0.0 23 229.57 -4.3 +- 0.1 4.0 +- 0.1 24 244.45 -6.1 +- 0.3 5.7 +- 0.3 25 259.34 -6.6 +- 0.4 6.2 +- 0.4 26 274.22 -5.8 +- 0.3 5.5 +- 0.3 27 289.11 -3.7 +- 0.1 3.5 +- 0.1 28 303.99 -0.2 +- 0.0 0.2 +- 0.0 Top flg.spl 306.85 0.7 +- 0.0 -0.6 +- 0.0 Top flg.spl 306.85 0.7 +- 0.0 -0.7 +- 0.0 Bot.flg.spl 306.85 0.7 +- 0.0 -0.6 +- 0.0 Bot.flg.spl 306.85 0.7 +- 0.0 -0.7 +- 0.0 29 318.88 5.3 +- 0.2 -5.3 +- 0.2 30 333.76 12.7 +- 1.4 -12.7 +- 1.4 31 348.71 5.8 +- 0.6 -5.8 +- 0.6 32 363.67 0.7 +- 0.1 -0.7 +- 0.1 Top flg.spl 371.54 -1.3 +- 0.1 1.3 +- 0.1 Top flg.spl 371.54 -1.4 +- 0.1 1.1 +- 0.0 Bot.flg.spl 371.54 -1.3 +- 0.1 1.3 +- 0.1 Bot.flg.spl 371.54 -1.4 +- 0.1 1.1 +- 0.0 33 378.62 -3.1 +- 0.3 2.3 +- 0.2 34 393.58 -5.3 +- 0.5 3.9 +- 0.3 35 408.53 -5.9 +- 0.5 4.4 +- 0.3 36 423.49 -4.8 +- 0.4 3.5 +- 0.2 37 438.44 -1.9 +- 0.2 1.4 +- 0.1 Top flg.spl 448.14 0.9 +- 0.2 -0.7 +- 0.1 Top flg.spl 448.14 0.8 +- 0.1 -0.8 +- 0.1 Bot.flg.spl 448.14 0.9 +- 0.2 -0.7 +- 0.1 Bot.flg.spl 448.14 0.8 +- 0.1 -0.8 +- 0.1 38 453.40 2.4 +- 0.1 -2.4 +- 0.1 39 468.35 8.4 +- 0.5 -8.4 +- 0.5 40 483.30 16.4 +- 2.0 -16.4 +- 2.0 41 497.40 7.7 +- 0.2 -7.7 +- 0.2 42 511.50 0.8 +- 0.1 -0.8 +- 0.1 Top flg.spl 512.31 0.5 +- 0.0 -0.5 +- 0.0 Top flg.spl 512.31 0.5 +- 0.0 -0.4 +- 0.0 Bot.flg.spl 512.31 0.5 +- 0.0 -0.5 +- 0.0 Bot.flg.spl 512.31 0.5 +- 0.0 -0.4 +- 0.0 43 525.59 -5.3 +- 0.0 3.9 +- 0.0 44 539.69 -9.8 +- 0.0 7.2 +- 0.0 45 553.78 -12.7 +- 0.0 9.3 +- 0.0 46 567.88 -13.7 +- 0.0 10.1 +- 0.0 47 581.97 -13.0 +- 0.0 9.6 +- 0.0 48 596.07 -10.4 +- 0.0 7.7 +- 0.0 49 610.16 -6.1 +- 0.0 4.5 +- 0.0 50 624.26 0.0 +- 0.0 0.0 +- 0.0 Factored Strengths Girder 1 Factored Strengths Tenth Loc Factored Shear Factored Bending Point Shear Strength Moment Strength (k ) (k ) Ratio (k-ft) (k-ft) Ratio 0 0.00 159.2 649.8 (5) 0.245 9.8 6947.9 (10) 0.001 1 7.94 137.6 649.8 (5) 0.212 1075.3 8569.1 (20) 0.125 2 15.87 107.9 649.8 (5) 0.166 1870.6 9052.5 (20) 0.207 3 23.81 83.0 649.8 (5) 0.128 2355.6 9103.2 (20) 0.259 4 31.75 56.9 649.8 (5) 0.088 2605.5 9154.5 (20) 0.285 5 39.68 72.5 649.8 (5) 0.112 2518.3 9204.0 (20) 0.274 6 47.62 109.8 649.8 (5) 0.169 2225.8 9253.3 (20) 0.241 7 55.55 136.9 649.8 (5) 0.211 1631.1 9302.4 (20) 0.175 8 63.49 173.7 649.8 (5) 0.267 1013.6 7293.7 (10) 0.139 9 71.43 202.8 649.8 (5) 0.312 1680.4 7148.2 (10) 0.235 10L 79.36 215.4 649.8 (5) 0.332 2843.5 7114.3 (10) 0.400 10R 79.36 226.0 649.8 (5) 0.348 2843.5 7114.3 (10) 0.400 11 89.92 197.0 649.8 (5) 0.303 1274.7 6339.1 (10) 0.201 12 100.47 168.7 649.8 (5) 0.260 1337.3 9158.7 (10) 0.146 13 111.03 126.8 649.8 (5) 0.195 2194.4 8739.9 (10) 0.251 14 121.58 90.4 649.8 (5) 0.139 2566.6 8701.2 (10) 0.295 15 132.14 98.0 649.8 (5) 0.151 2552.8 8762.8 (10) 0.291 16 142.69 127.2 649.8 (5) 0.196 2083.0 9095.3 (10) 0.229 17 153.25 169.6 649.8 (5) 0.261 1454.9 10891.4 (9) 0.134 18 163.81 217.4 550.4 (5) 0.395 2648.4 11489.5 (10) 0.231 19 174.36 259.9 461.7 (5) 0.563 4532.3 13880.7 (10) 0.327 20L 184.92 294.1 445.8 (5) 0.660 7028.9 13700.9 (10) 0.513 20R 184.92 343.7 445.8 (5) 0.771 7028.9 13700.9 (10) 0.513 21 199.80 289.7 445.8 (5) 0.650 3083.9 16162.4 (9) 0.191 22 214.68 227.7 770.4 (5) 0.296 2345.7 21504.3 (6) 0.109 23 229.57 173.2 770.4 (5) 0.225 4331.8 20682.9 (6) 0.209 24 244.45 130.4 770.4 (5) 0.169 5473.9 20438.8 (6) 0.268 25 259.34 77.0 770.4 (5) 0.100 5808.0 20380.6 (6) 0.285 26 274.22 122.3 770.4 (5) 0.159 5388.6 20485.5 (6) 0.263 27 289.11 173.3 770.4 (5) 0.225 4161.4 20814.5 (6) 0.200 28 303.99 231.0 770.4 (5) 0.300 2107.6 22048.3 (6) 0.096 29 318.88 300.7 770.4 (5) 0.390 3884.3 15514.9 (9) 0.250 30L 333.76 358.2 770.4 (5) 0.465 8047.1 15472.9 (9) 0.520 30R 333.76 346.4 770.4 (5) 0.450 8047.1 15472.9 (9) 0.520 31 348.71 278.3 770.4 (5) 0.361 4048.8 15612.9 (9) 0.259 32 363.67 219.9 770.4 (5) 0.285 1820.6 15816.0 (9) 0.115 33 378.62 171.2 770.4 (5) 0.222 3641.9 22396.8 (6) 0.163 34 393.58 120.8 770.4 (5) 0.157 4793.8 21972.7 (6) 0.218 35 408.53 75.7 770.4 (5) 0.098 5140.6 21908.0 (6) 0.235 36 423.49 124.1 770.4 (5) 0.161 4662.6 22106.0 (6) 0.211 37 438.44 178.5 770.4 (5) 0.232 3344.1 22836.3 (6) 0.146 38 453.40 238.6 770.4 (5) 0.310 2496.4 15689.1 (9) 0.159 39 468.35 312.8 770.4 (5) 0.406 5039.1 15504.9 (9) 0.325 40L 483.30 371.7 770.4 (5) 0.483 9432.3 15369.4 (9) 0.614 40R 483.30 404.8 770.4 (5) 0.525 9432.3 15369.4 (9) 0.614 41 497.40 356.2 770.4 (5) 0.462 4798.3 15393.1 (9) 0.312 42 511.50 294.2 770.4 (5) 0.382 1789.5 15615.1 (9) 0.115 43 525.59 233.2 770.4 (5) 0.303 4536.6 23740.3 (20) 0.191 44 539.69 178.9 770.4 (5) 0.232 6564.9 23740.3 (20) 0.277 45 553.78 125.4 770.4 (5) 0.163 7777.0 23740.3 (20) 0.328 46 567.88 73.1 770.4 (5) 0.095 8119.0 23740.3 (20) 0.342 47 581.97 126.6 770.4 (5) 0.164 7579.0 23740.3 (20) 0.319 48 596.07 186.9 770.4 (5) 0.243 6095.3 23740.3 (20) 0.257 49 610.16 247.7 770.4 (5) 0.322 3621.0 23740.3 (20) 0.153 50 624.26 301.8 770.4 (5) 0.392 3.1 20428.7 (10) 0.000 Moment shifting because of compact section is reflected in this table. Shear Strength at Intermediate Transverse Stiffeners not Located at a Tenth Point 16.56 105.7 649.8 (5) 0.163 32.66 58.7 649.8 (5) 0.090 48.38 112.4 649.8 (5) 0.173 63.93 175.4 649.8 (5) 0.270 94.44 184.9 649.8 (5) 0.285 109.51 132.8 649.8 (5) 0.204 124.59 92.5 649.8 (5) 0.142 139.66 118.8 649.8 (5) 0.183 154.73 176.3 649.8 (5) 0.271 169.81 241.5 496.2 (5) 0.487 201.44 282.9 445.8 (5) 0.635 217.98 215.6 770.4 (5) 0.280 234.53 158.9 770.4 (5) 0.206 251.07 106.7 770.4 (5) 0.138 267.61 102.2 770.4 (5) 0.133 284.15 156.4 770.4 (5) 0.203 300.69 218.2 770.4 (5) 0.283 317.21 292.9 770.4 (5) 0.380 348.60 278.8 770.4 (5) 0.362 363.46 220.7 770.4 (5) 0.286 378.31 172.2 770.4 (5) 0.224 393.15 122.2 770.4 (5) 0.159 407.99 77.3 770.4 (5) 0.100 422.81 121.9 770.4 (5) 0.158 437.62 175.6 770.4 (5) 0.228 452.42 234.6 770.4 (5) 0.305 467.46 308.3 770.4 (5) 0.400 500.83 341.1 770.4 (5) 0.443 518.44 264.2 770.4 (5) 0.343 536.07 192.9 770.4 (5) 0.250 571.34 86.3 770.4 (5) 0.112 588.98 156.6 770.4 (5) 0.203 606.61 232.4 770.4 (5) 0.302 (5) C 0.58 Fyw D t (20) compact section (6) Fy S(equiv) Maximum moment in factored strength expression (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 1232.95 1350.48 3 2878.93 3550.95 Max Stiffener Spacing for Stiffened Web - 6.3 Tenth Pt. Max Actual Spcng Spcng 0 24.02 198.78 Treated as unstiffened - Max spacing = 24.0 Actual spacing = 198.8 1 144.09 198.78 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 198.8 2 144.09 198.78 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 198.8 3 144.09 193.19 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 193.2 4 144.09 193.19 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 193.2 5 144.09 188.54 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 188.5 6 144.09 188.54 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 188.5 7 144.09 186.69 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 186.7 8 144.09 186.69 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 186.7 9 144.09 185.15 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 185.2 10 144.09 185.15 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 185.2 11 51.91 180.87 Treated as unstiffened - Max spacing = 51.9 Actual spacing = 180.9 12 51.91 180.91 Treated as unstiffened - Max spacing = 51.9 Actual spacing = 180.9 13 51.91 180.91 Treated as unstiffened - Max spacing = 51.9 Actual spacing = 180.9 14 51.91 180.91 Treated as unstiffened - Max spacing = 51.9 Actual spacing = 180.9 15 51.91 180.87 Treated as unstiffened - Max spacing = 51.9 Actual spacing = 180.9 16 51.91 180.91 Treated as unstiffened - Max spacing = 51.9 Actual spacing = 180.9 17 51.91 180.91 Treated as unstiffened - Max spacing = 51.9 Actual spacing = 180.9 18 61.28 180.91 Treated as unstiffened - Max spacing = 61.3 Actual spacing = 180.9 19 73.06 181.28 Treated as unstiffened - Max spacing = 73.1 Actual spacing = 181.3 20 75.66 198.29 Treated as unstiffened - Max spacing = 75.7 Actual spacing = 198.3 21 75.66 198.29 Treated as unstiffened - Max spacing = 75.7 Actual spacing = 198.3 22 75.66 198.50 Treated as unstiffened - Max spacing = 75.7 Actual spacing = 198.5 23 70.00 198.54 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 198.5 24 70.00 198.50 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 198.5 25 70.00 198.50 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 198.5 26 70.00 198.46 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 198.5 27 70.00 198.43 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 198.4 28 70.00 198.31 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 198.3 29 70.00 198.59 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 198.6 30 70.00 198.59 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 198.6 31 70.00 178.31 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 178.3 32 70.00 178.19 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 178.2 33 70.00 178.11 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 178.1 34 70.00 177.99 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 178.0 35 70.00 177.87 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 177.9 36 70.00 177.76 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 177.8 37 70.00 177.60 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 177.6 38 70.00 180.47 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 180.5 39 70.00 190.13 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 190.1 40 70.00 210.30 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 210.3 41 70.00 210.30 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 210.3 42 70.00 211.30 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 211.3 43 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 44 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 45 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 46 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 47 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 48 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 49 210.00 211.76 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.8 50 35.00 211.76 Treated as unstiffened - Max spacing = 35.0 Actual spacing = 211.8 Load Factor Ratings Girder 1 Load Factor Ratings Span 1 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 7773.2 B 649.8 797.19 1331.30 5.70 9.51 7.94 8569.1 T 649.8 11.76 19.64 6.29 10.50 15.87 9052.5 T 649.8 6.86 11.46 7.66 12.79 23.81 9103.2 T 649.8 5.36 8.95 9.15 15.28 31.75 9154.5 T 649.8 4.74 7.92 11.66 19.48 39.68 9204.0 T 649.8 4.88 8.15 11.05 18.46 47.62 9253.3 T 649.8 5.36 8.95 7.79 13.01 55.55 9302.4 T 649.8 6.80 11.36 6.66 11.12 59.39L 9302.4 T 649.8 8.02 13.39 6.06 10.13 59.39R 10454.3 T 649.8 9.02 15.06 6.06 10.13 63.49 7362.4 B 649.8 8.11 13.54 5.27 8.80 71.43 7366.4 B 649.8 6.65 11.11 4.60 7.69 79.36 7366.4 B 649.8 3.96 6.62 4.61 7.71 Span 2 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 7366.4 B 649.8 3.96 6.62 4.17 6.97 10.56 6521.2 B 649.8 7.65 12.77 4.65 7.76 21.11 9429.3 B 649.8 7.63 12.75 5.32 8.88 23.26L 9429.7 B 649.8 6.91 11.53 5.50 9.19 23.26R 9449.5 B 649.8 6.91 11.55 5.50 9.19 31.67 9441.8 B 649.8 5.17 8.64 6.86 11.45 42.22 9465.6 B 649.8 4.46 7.46 9.16 15.30 52.78 9432.6 B 649.8 4.35 7.26 7.93 13.25 63.33 9464.8 B 649.8 4.98 8.31 6.98 11.66 68.50L 7496.9 B 649.8 4.42 7.38 6.39 10.67 68.50R 11309.5 B 649.8 6.67 11.13 6.39 10.67 73.89 10995.4 B 649.8 9.19 15.35 5.50 9.18 84.44 11682.1 B 550.4 6.80 11.35 3.57 5.97 95.00 14120.1 B 461.7 5.04 8.42 2.42 4.04 105.55 13943.6 B 445.8 2.95 4.93 2.00 3.34 Span 3 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 13943.6 B 445.8 2.95 4.93 1.58 2.64 14.88 16401.9 B 445.8 8.46 14.13 2.00 3.34 22.69L 19793.1 B 770.4 11.97 19.99 4.56 7.61 22.69R 21218.1 B 770.4 12.86 21.47 4.56 7.61 29.77 22196.0 B 770.4 10.95 18.29 5.28 8.83 44.65 22166.4 B 770.4 7.15 11.94 6.73 11.24 59.54 22099.9 B 770.4 5.83 9.74 8.42 14.07 74.42 22074.6 B 770.4 5.51 9.19 10.37 17.32 89.31 22103.1 B 770.4 5.85 9.77 8.27 13.81 104.19 22170.5 B 770.4 7.19 12.00 6.50 10.86 119.08 22197.2 B 770.4 10.83 18.09 5.13 8.57 121.93L 18061.5 B 770.4 11.02 18.41 4.95 8.26 121.93R 15784.4 B 770.4 9.61 16.05 4.95 8.26 133.96 15784.5 B 770.4 6.42 10.73 3.97 6.64 148.84 15784.5 B 770.4 2.91 4.86 3.28 5.47 Span 4 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 15784.5 B 770.4 2.91 4.86 3.36 5.61 14.95 15896.6 B 770.4 6.35 10.61 4.22 7.05 29.91 15897.3 B 770.4 9.83 16.42 5.27 8.81 37.78L 19366.1 B 770.4 7.84 13.10 5.66 9.46 37.78R 23835.4 B 770.4 9.69 16.19 5.66 9.46 44.86 23770.9 B 770.4 8.20 13.70 6.38 10.65 59.82 23741.5 B 770.4 6.66 11.12 8.05 13.45 74.77 23738.1 B 770.4 6.26 10.45 9.64 16.10 89.73 23757.2 B 770.4 6.69 11.17 8.40 14.03 104.68 23796.6 B 770.4 8.29 13.84 6.51 10.87 114.38L 19072.3 T 770.4 10.00 16.70 5.79 9.67 114.38R 15900.4 B 770.4 9.49 15.84 5.79 9.67 119.64 15885.1 B 770.4 8.74 14.60 5.11 8.54 134.59 15833.5 B 770.4 5.52 9.22 3.88 6.49 149.54 15709.6 B 770.4 2.45 4.09 3.18 5.30 Span 5 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 15709.6 B 770.4 2.45 4.09 2.90 4.85 14.10 15709.6 B 770.4 5.66 9.45 3.35 5.60 28.19 15705.4 B 770.4 10.08 16.83 4.08 6.81 29.00L 18626.2 B 770.4 12.25 20.46 4.12 6.88 29.00R 22681.9 B 770.4 14.94 24.95 4.12 6.88 42.29 23740.3 T 770.4 7.30 12.20 5.30 8.85 56.38 23740.3 T 770.4 5.53 9.24 6.61 11.03 70.48 23740.3 T 770.4 4.80 8.02 8.38 13.99 84.57 23740.3 T 770.4 4.69 7.82 10.29 17.19 98.67 23740.3 T 770.4 5.13 8.57 7.88 13.16 112.76 23740.3 T 770.4 6.59 11.01 5.98 9.99 126.86 23740.3 T 770.4 11.55 19.29 4.66 7.79 140.95 22907.4 B 770.4 >999. >999. 3.86 6.45 ***************************************************** Minimum rating is 1.58 at location 0.00 in span 3. ***************************************************** Moment Capacity Codes C - Compact B - Braced non-compact U - Unbraced non-compact T - Transition between compact and braced non-compact S - Serviceability This table is based on eq. (6-1a) of the AASHTO Manual for Condition Evaluation of Bridges. Noncompact shapes ratings based on stress, as Fb - Dead load factored stress IR = -------------------------------- LL+I factored stress Noncompact shape moment capacity is the product of allowable stress and LL+I section modulus. Lateral Bending in Flanges Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 0.00 0.00 0.00 0.000 0.000 0.000 0.000 16.57 13.29 0.00 0.000 0.000 0.000 0.000 32.67 17.88 0.00 0.000 0.000 0.000 0.000 48.38 14.62 0.00 0.000 0.000 0.000 0.000 63.94 6.97 0.00 0.000 0.000 0.000 0.000 79.36 19.38 0.00 0.000 0.000 0.000 0.000 94.46 4.34 0.46 0.106 0.211 0.018 0.018 109.53 11.95 1.11 0.093 0.185 0.044 0.044 124.61 14.91 1.38 0.092 0.185 0.055 0.055 139.68 12.56 1.18 0.094 0.187 0.047 0.047 154.76 7.12 0.52 0.073 0.145 compact 169.83 12.32 0.96 0.078 0.156 compact 184.92 21.04 1.86 0.088 0.177 compact 201.46 7.89 0.79 0.100 0.201 compact 218.00 6.71 0.72 0.107 0.213 compact 234.55 11.65 1.43 0.122 0.245 compact 251.09 13.96 1.70 0.122 0.244 compact 267.63 13.82 1.69 0.122 0.244 compact 284.17 11.24 1.38 0.123 0.245 compact 300.71 6.05 0.76 0.125 0.250 compact 317.23 10.77 1.27 0.118 0.237 compact 333.76 25.09 2.64 0.105 0.211 compact 348.63 12.66 1.19 0.094 0.188 compact 363.49 5.66 0.52 0.092 0.184 compact 378.33 8.02 0.77 0.096 0.192 compact 393.18 10.80 1.03 0.095 0.190 compact 408.01 11.68 1.11 0.095 0.190 compact 422.83 10.59 1.01 0.095 0.190 compact 437.65 7.52 0.73 0.096 0.193 compact 452.45 6.95 0.69 0.099 0.198 compact 467.48 15.11 1.54 0.102 0.204 compact 483.30 29.47 3.52 0.119 0.239 compact 500.86 12.18 1.61 0.132 0.264 compact 518.46 6.96 0.96 0.137 0.275 compact 536.10 14.17 0.00 0.000 0.000 compact 553.73 18.22 0.00 0.000 0.000 compact 571.37 18.98 0.00 0.000 0.000 compact 589.00 16.38 0.00 0.000 0.000 compact 606.63 10.22 0.00 0.000 0.000 compact 624.26 0.00 0.00 0.000 0.000 compact Bearing Stiffener Stress Girder 1 Bearing Stiffeners Location Service Allowable Actual Ratio Allowable Actual Ratio from Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress 0.00 161.10 49.95 5.16 0.103 67.55 7.33 0.109 79.36 297.04 49.95 9.51 0.190 67.55 13.52 0.200 184.92 608.68 49.95 19.50 0.390 67.55 27.70 0.410 333.76 672.56 49.84 19.60 0.393 67.55 30.61 0.453 483.30 753.48 49.84 21.96 0.441 67.55 34.29 0.508 624.26 302.61 49.84 8.82 0.177 67.55 13.77 0.204 Fatigue Stress Girder 1 Fatigue Summary Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) (k-ft) Range Range Girder Base metal 7.94 B 224.62 1.46 8.00 0.182 Base metal 15.87 B 406.80 2.65 8.00 0.331 Base metal 23.81 B 527.30 3.44 8.00 0.431 Base metal 31.75 B 607.94 3.99 8.00 0.499 Base metal 39.68 B 625.60 4.14 8.00 0.517 Base metal 47.62 B 631.53 4.21 8.00 0.526 Base metal 55.55 B 570.94 3.86 8.00 0.482 Base metal 63.49 C 471.32 1.54 5.00 0.308 Base metal 71.43 C 418.54 1.54 5.00 0.307 Base metal 79.36 C 393.03 1.60 5.00 0.320 Base metal 89.92 C 357.16 0.34 5.00 0.067 Base metal 100.47 B 494.02 2.71 8.00 0.339 Base metal 111.03 B 620.51 3.39 8.00 0.424 Base metal 121.58 B 659.85 3.50 8.00 0.438 Base metal 132.14 B 723.58 3.97 8.00 0.497 Base metal 142.69 B 740.27 3.93 8.00 0.491 Base metal 153.25 C 689.50 0.71 5.00 0.143 Base metal 163.81 C 636.80 0.66 5.00 0.132 Base metal 174.36 C 642.09 0.66 5.00 0.133 Base metal 184.92 C 857.75 0.89 5.00 0.178 Base metal 199.80 C 705.41 0.73 5.00 0.146 Near flg-web weld 7.94 B 224.62 1.42 8.00 0.178 Near flg-web weld 15.87 B 406.80 2.58 8.00 0.323 Near flg-web weld 23.81 B 527.30 3.36 8.00 0.420 Near flg-web weld 31.75 B 607.94 3.90 8.00 0.487 Near flg-web weld 39.68 B 625.60 4.04 8.00 0.505 Near flg-web weld 47.62 B 631.53 4.11 8.00 0.514 Near flg-web weld 55.55 B 570.94 3.77 8.00 0.471 Near flg-web weld 63.49 B 471.32 2.74 8.00 0.342 Near flg-web weld 71.43 B 418.54 1.45 8.00 0.181 Near flg-web weld 79.36 B 393.03 1.51 8.00 0.189 Near flg-web weld 89.92 B 357.16 0.32 8.00 0.040 Near flg-web weld 100.47 B 494.02 2.54 8.00 0.317 Near flg-web weld 111.03 B 620.51 3.18 8.00 0.398 Near flg-web weld 121.58 B 659.85 3.38 8.00 0.423 Near flg-web weld 132.14 B 723.58 3.71 8.00 0.464 Near flg-web weld 142.69 B 740.27 3.80 8.00 0.474 Near flg-web weld 153.25 B 689.50 2.43 8.00 0.303 Near flg-web weld 163.81 B 636.80 0.61 8.00 0.076 Near flg-web weld 174.36 B 642.09 0.62 8.00 0.078 Near flg-web weld 184.92 B 857.75 0.84 8.00 0.104 Near flg-web weld 199.80 B 705.41 0.69 8.00 0.086 Top Flg. splice 59.39 B 527.66 1.72 8.00 0.215 Top Flg. splice 102.63 B 520.68 1.38 8.00 0.173 Top Flg. splice 147.86 B 723.85 2.12 8.00 0.265 Top Flg. splice 207.61 B 844.31 1.48 8.00 0.184 Bot.Flg. splice 59.39 B 527.66 3.61 8.00 0.451 Bot.Flg. splice 102.63 B 520.68 3.10 8.00 0.388 Bot.Flg. splice 147.86 B 723.85 4.24 8.00 0.530 Bot.Flg. splice 207.61 B 844.31 2.32 8.00 0.290 Rebars 79.36 625.99 4.58 20.00 0.229 Rebars 184.92 1360.12 4.29 20.00 0.215 Base metal 214.68 B 959.71 2.18 8.00 0.273 Base metal 229.57 B 1169.83 2.70 8.00 0.338 Base metal 244.45 B 1254.69 2.96 8.00 0.370 Base metal 259.34 B 1227.15 2.92 8.00 0.365 Base metal 274.22 B 1237.90 2.92 8.00 0.365 Base metal 289.11 B 1143.95 2.64 8.00 0.330 Base metal 303.99 B 943.87 2.15 8.00 0.268 Base metal 318.88 C 757.54 0.66 5.00 0.132 Base metal 333.76 C 808.79 0.71 5.00 0.141 Base metal 348.71 C 733.25 0.64 5.00 0.128 Base metal 363.67 C 934.70 0.82 5.00 0.163 Base metal 378.62 B 1133.33 2.56 8.00 0.319 Base metal 393.58 B 1231.19 2.77 8.00 0.346 Base metal 408.53 B 1250.79 2.80 8.00 0.350 Base metal 423.49 B 1286.77 2.87 8.00 0.359 Base metal 438.44 B 1209.80 2.69 8.00 0.336 Base metal 453.40 C 1021.50 0.89 5.00 0.178 Base metal 468.35 C 796.28 0.70 5.00 0.139 Base metal 483.30 C 896.57 0.78 5.00 0.157 Base metal 497.40 C 685.15 0.60 5.00 0.120 Base metal 511.50 C 902.78 0.79 5.00 0.158 Base metal 525.59 B 1195.46 2.67 8.00 0.334 Base metal 539.69 B 1389.67 3.06 8.00 0.383 Base metal 553.78 B 1469.93 3.21 8.00 0.402 Base metal 567.88 B 1439.04 3.12 8.00 0.391 Base metal 581.97 B 1302.52 2.81 8.00 0.352 Base metal 596.07 B 1025.39 2.21 8.00 0.276 Base metal 610.16 B 580.26 1.24 8.00 0.156 Near flg-web weld 214.68 B 959.71 2.07 8.00 0.259 Near flg-web weld 229.57 B 1169.83 2.52 8.00 0.316 Near flg-web weld 244.45 B 1254.69 2.71 8.00 0.338 Near flg-web weld 259.34 B 1227.15 2.65 8.00 0.331 Near flg-web weld 274.22 B 1237.90 2.67 8.00 0.334 Near flg-web weld 289.11 B 1143.95 2.47 8.00 0.309 Near flg-web weld 303.99 B 943.87 2.04 8.00 0.255 Near flg-web weld 318.88 B 757.54 0.63 8.00 0.078 Near flg-web weld 333.76 B 808.79 0.67 8.00 0.083 Near flg-web weld 348.71 B 733.25 0.61 8.00 0.076 Near flg-web weld 363.67 B 934.70 2.33 8.00 0.291 Near flg-web weld 378.62 B 1133.33 2.26 8.00 0.282 Near flg-web weld 393.58 B 1231.19 2.45 8.00 0.307 Near flg-web weld 408.53 B 1250.79 2.49 8.00 0.312 Near flg-web weld 423.49 B 1286.77 2.56 8.00 0.321 Near flg-web weld 438.44 B 1209.80 2.41 8.00 0.301 Near flg-web weld 453.40 B 1021.50 0.84 8.00 0.105 Near flg-web weld 468.35 B 796.28 0.66 8.00 0.082 Near flg-web weld 483.30 B 896.57 0.74 8.00 0.092 Near flg-web weld 497.40 B 685.15 0.57 8.00 0.071 Near flg-web weld 511.50 B 902.78 2.25 8.00 0.281 Near flg-web weld 525.59 B 1195.46 2.54 8.00 0.317 Near flg-web weld 539.69 B 1389.67 2.91 8.00 0.364 Near flg-web weld 553.78 B 1469.93 3.06 8.00 0.382 Near flg-web weld 567.88 B 1439.04 2.97 8.00 0.372 Near flg-web weld 581.97 B 1302.52 2.68 8.00 0.335 Near flg-web weld 596.07 B 1025.39 2.10 8.00 0.262 Near flg-web weld 610.16 B 580.26 1.18 8.00 0.148 Top Flg. splice 306.85 B 907.01 1.58 8.00 0.197 Top Flg. splice 371.54 B 1051.78 1.82 8.00 0.228 Top Flg. splice 448.14 B 1091.89 1.98 8.00 0.248 Top Flg. splice 512.31 B 917.65 1.67 8.00 0.208 Bot.Flg. splice 306.85 B 907.01 2.65 8.00 0.331 Bot.Flg. splice 371.54 B 1051.78 3.12 8.00 0.390 Bot.Flg. splice 448.14 B 1091.89 3.21 8.00 0.401 Bot.Flg. splice 512.31 B 917.65 2.68 8.00 0.335 Trans. stiff. toe 553.71 C' 1469.51 3.05 6.00 0.509 Full depth conn PL 553.73 C' 1469.65 3.06 6.00 0.509 Rebars 333.76 1237.12 4.15 20.00 0.208 Rebars 483.30 1373.24 4.61 20.00 0.231 Allowable range determined by: Life 75 yrs Avg daily trk traffic 4000 Max Performance Ratios Girder 1 Maximum Performance Ratios Criterion Location Max ft Performance Ratio Shear 184.92 0.771 Bending 483.30 0.614 Fatigue 147.86 0.530 Bearing Stf. 483.30 0.508 Shear Connectors - 2003 Guide Spec Fatigue Truck Maximum Pitch for 0.875 x 4.50 Stud Connectors for Fatigue Tenth Location Shear Studs in Max Pitch Point Range a Line (k ) (in) 0 0.00 21.31 T 2 12.04 1 7.94 17.71 T 2 14.39 2 15.87 15.60 T 2 16.22 3 23.81 16.78 T 2 14.99 4 31.75 18.59 T 2 13.45 5 39.68 17.77 T 2 13.99 6 47.62 21.16 T 2 11.69 7 55.55 20.71 T 2 11.89 8 63.49 24.79 T 2 10.36 9 71.43 25.47 T 2 10.08 10 79.36 24.76 T 2 10.37 11 89.92 26.74 T 2 9.60 12 100.47 23.01 T 2 11.15 13 111.03 24.58 T 2 10.26 14 121.58 22.60 T 2 11.16 15 132.14 25.81 T 2 9.77 16 142.69 23.95 T 2 10.53 17 153.25 25.30 T 2 11.66 18 163.81 28.68 T 2 12.07 19 174.36 29.76 T 2 13.82 20 184.92 30.33 T 2 13.85 21 199.80 28.98 T 2 14.54 22 214.68 25.06 T 2 16.85 23 229.57 26.20 T 2 15.81 24 244.45 26.02 T 2 15.81 25 259.34 26.42 T 2 15.62 26 274.22 26.05 T 2 15.81 27 289.11 26.30 T 2 15.78 28 303.99 25.97 T 2 16.18 29 318.88 27.27 T 2 14.96 30 333.76 30.37 T 2 13.45 31 348.71 30.24 T 2 13.54 32 363.67 26.84 T 2 15.08 33 378.62 27.40 T 2 14.55 34 393.58 27.11 T 2 14.60 35 408.53 26.84 T 2 14.71 36 423.49 26.52 T 2 14.84 37 438.44 26.23 T 2 15.07 38 453.40 25.53 T 2 15.74 39 468.35 26.87 T 2 15.15 40 483.30 30.61 T 2 13.31 41 497.40 29.12 T 2 14.07 42 511.50 26.52 T 2 15.28 43 525.59 27.76 T 2 14.89 44 539.69 27.02 T 2 15.30 45 553.78 26.81 T 2 15.42 46 567.88 25.95 T 2 15.93 47 581.97 24.70 T 2 16.74 48 596.07 24.02 T 2 17.21 49 610.16 25.65 T 2 16.11 50 624.26 29.72 T 2 13.91 Minimum Total Number of Connectors for Ultimate Strength Beg TP End TP Beg Loc End Loc Number 0 4 0.00 31.75 79 4 10 31.75 79.36 121 10 14 79.36 121.58 149 14 20 121.58 184.92 149 20 25 184.92 259.34 149 25 30 259.34 333.76 149 30 35 333.76 408.53 149 35 40 408.53 483.30 149 40 46 483.30 567.88 150 46 50 567.88 624.26 97 Weight Volume Weight cu ft k Top Flange 168.89 82.75 Web 199.15 97.58 Bottom Flange 206.78 101.32 Flange-Web Weld 0.41 Bearing Stiffeners 5.26 2.58 Intermediate Stiff. 4.12 2.02 Steel in extensions 0.78 Total Steel 287.45 Slab 3906.11 585.91 Flange Haunch 610.43 91.56 Concrete in extensions 1.50 Total Concrete 678.97 Total Steel and Concrete 966.42 Does not include weight of bracing, which can be found in bracing output stiffness tables. (Noncomposite weight data used in girder input is used for analysis loading.) Deflections Girder 1 Service Deflections - in Tenth Total Steel Wet Super- Max Max Pt Noncomp Con- Imposed LL+I LL+I Dead crete Dead Down Up Support 0.000 0.000 0.000 0.000 0.000 0.000 1 0.190 0.046 0.144 0.015 0.105 0.026 2 0.335 0.081 0.254 0.026 0.190 0.049 3 0.436 0.106 0.331 0.034 0.254 0.067 4 0.493 0.120 0.373 0.039 0.296 0.082 5 0.487 0.120 0.368 0.038 0.304 0.089 6 0.422 0.105 0.317 0.033 0.283 0.089 7 0.325 0.083 0.242 0.026 0.237 0.080 8 0.192 0.051 0.141 0.016 0.162 0.063 9 0.089 0.025 0.064 0.007 0.085 0.036 Support 0.000 0.000 0.000 0.000 0.000 0.000 11 0.042 0.000 0.043 0.003 0.117 0.042 12 0.158 0.014 0.144 0.012 0.245 0.069 13 0.267 0.028 0.240 0.020 0.353 0.089 14 0.311 0.029 0.282 0.024 0.418 0.104 15 0.289 0.019 0.270 0.023 0.432 0.118 16 0.203 -0.001 0.203 0.018 0.395 0.120 17 0.091 -0.021 0.112 0.009 0.313 0.109 18 0.003 -0.031 0.035 0.002 0.211 0.084 19 -0.037 -0.027 -0.011 -0.002 0.102 0.047 Support 0.000 0.000 0.000 0.000 0.000 0.000 21 0.212 0.082 0.130 0.015 0.166 0.060 22 0.508 0.185 0.323 0.036 0.335 0.101 23 0.787 0.278 0.509 0.056 0.477 0.124 24 0.977 0.338 0.639 0.070 0.571 0.132 25 1.037 0.355 0.682 0.074 0.607 0.126 26 0.956 0.324 0.632 0.068 0.576 0.122 27 0.751 0.254 0.498 0.053 0.485 0.115 28 0.467 0.157 0.310 0.033 0.344 0.094 29 0.178 0.060 0.118 0.012 0.173 0.056 Support 0.000 0.000 0.000 0.000 0.000 0.000 31 0.044 0.013 0.031 0.005 0.159 0.061 32 0.215 0.068 0.147 0.019 0.317 0.100 33 0.404 0.130 0.274 0.033 0.446 0.122 34 0.534 0.174 0.360 0.043 0.527 0.128 35 0.564 0.185 0.379 0.046 0.555 0.134 36 0.483 0.161 0.322 0.040 0.521 0.141 37 0.313 0.107 0.206 0.027 0.434 0.134 38 0.110 0.041 0.068 0.012 0.304 0.111 39 -0.037 -0.008 -0.029 -0.001 0.150 0.068 Support 0.000 0.000 0.000 0.000 0.000 0.000 41 0.298 0.089 0.209 0.020 0.175 0.055 42 0.747 0.226 0.521 0.050 0.354 0.094 43 1.229 0.373 0.856 0.083 0.510 0.117 44 1.625 0.495 1.130 0.110 0.621 0.127 45 1.859 0.567 1.292 0.125 0.672 0.125 46 1.879 0.574 1.305 0.127 0.651 0.113 47 1.681 0.514 1.167 0.113 0.566 0.093 48 1.271 0.389 0.882 0.086 0.418 0.066 49 0.687 0.210 0.476 0.046 0.222 0.034 Support 0.000 0.000 0.000 0.000 0.000 0.000 Influence surfaces for defl developed assuming unequal participation of girders in resisting deflection. Loc Brace 16.57 0.346 0.083 0.262 0.027 0.196 0.051 Brace 32.67 0.496 0.121 0.375 0.039 0.299 0.083 Brace 48.38 0.414 0.104 0.311 0.033 0.280 0.089 Brace 63.94 0.186 0.050 0.136 0.015 0.158 0.061 Brace 79.36 0.000 0.000 0.000 0.000 0.000 0.000 Brace 94.46 0.083 0.004 0.079 0.006 0.171 0.055 Brace 109.53 0.256 0.026 0.229 0.020 0.341 0.087 Brace 124.61 0.311 0.027 0.284 0.024 0.427 0.108 Brace 139.68 0.230 0.005 0.225 0.020 0.410 0.121 Brace 154.76 0.077 -0.023 0.100 0.008 0.300 0.106 Brace 169.83 -0.030 -0.031 0.002 -0.001 0.148 0.064 Brace 184.92 0.000 0.000 0.000 0.000 0.000 0.000 Brace 201.46 0.241 0.093 0.149 0.017 0.185 0.066 Web Spl 206.95 0.344 0.129 0.215 0.024 0.247 0.082 Brace 218.00 0.571 0.206 0.365 0.040 0.369 0.107 Brace 234.55 0.860 0.301 0.559 0.061 0.514 0.128 Brace 251.09 1.019 0.351 0.669 0.073 0.594 0.131 Brace 267.63 1.007 0.343 0.665 0.072 0.597 0.124 Brace 284.17 0.828 0.280 0.548 0.059 0.521 0.119 Brace 300.71 0.530 0.179 0.351 0.037 0.378 0.100 Brace 317.23 0.204 0.069 0.135 0.014 0.192 0.061 Brace 333.76 0.000 0.000 0.000 0.000 0.000 0.000 Brace 348.63 0.043 0.013 0.031 0.005 0.158 0.060 Brace 363.49 0.213 0.068 0.146 0.018 0.315 0.100 Brace 378.33 0.401 0.129 0.272 0.033 0.444 0.122 Brace 393.18 0.532 0.173 0.359 0.043 0.525 0.128 Brace 408.01 0.565 0.185 0.379 0.046 0.555 0.134 Brace 422.83 0.488 0.162 0.326 0.041 0.523 0.141 Brace 437.65 0.323 0.110 0.213 0.028 0.440 0.135 Brace 452.45 0.121 0.045 0.076 0.013 0.313 0.113 Brace 467.48 -0.033 -0.006 -0.027 0.000 0.159 0.071 Brace 483.30 0.000 0.000 0.000 0.000 0.000 0.000 Brace 500.86 0.394 0.118 0.276 0.026 0.218 0.066 Brace 518.46 0.981 0.297 0.684 0.066 0.434 0.107 Brace 536.10 1.540 0.469 1.071 0.104 0.599 0.125 Brace 553.73 1.858 0.567 1.291 0.125 0.672 0.125 Brace 571.37 1.850 0.565 1.285 0.125 0.636 0.109 Brace 589.00 1.503 0.460 1.043 0.101 0.500 0.080 Brace 606.63 0.842 0.258 0.585 0.057 0.274 0.042 Positive dead load deflection is downward. Live load deflection as indicated in column heading. Status run completed FILE=R2.WRN 1. AASHTO 10.48.5.3 violation (w/t ratio of stf.) near TP 11 (Web still considered stiffened for stress determ.) 2. AASHTO 10.48.5.3 violation (w/t ratio of stf.) near TP 37 (Web still considered stiffened for stress determ.) 3. Curved girder spec. (6-1) or (6-2) violation at point 19 4. Curved girder spec. (6-7a) or (6-7b) violation at point 19 5. Eqtn (5-7) violation at point 0 - Bot flange Limiting ratio: 23 Actual ratio: 23.46 6. Eqtn (5-7) violation at point 0 - Top flange Limiting ratio: 23 Actual ratio: 23.46 7. Violation of (6-13) in 6.5 of 2003 crvd gdr guide spec - bs/ts ratio. bs/ts =17.23 Limit =11.56 (Above warnings may not be comprehensive.) FILE=R2.OUT *************************************************************** MDX Steel Highway Girder Design Program, Version 6.5.1977 Load Factor Design - Composite Girder Copyright (c) 1992-2012 MDX Software, Inc. Ph:573-446-3221 Fax:573-446-3278 Email: support@mdxsoftware.com *************************************************************** Jul 23, 2013 - 4:43 pm Files: HS20 Load Rating.R2 R2.OUT Contents of data file- ************************************************** ID: HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING CONDITIONS ENGLISH OUTPUT FULL DEPTH CONNECTION PLATES INTERMEDIATE TRANSVERSE STIFFENERS BOTH SIDES OF WEB LFD METHOD M270M-345 STEEL M270M-345 STIFFENER STEEL METRIC INPUT PARABOLIC INTERPOLATION RATE MODE SINGLE BEARING STIFFENERS EACH SIDE STANDARD RESOLUTION OUTPUT SYSTEM FORCES DATA BR 4.9857 4.8751 4.7817 4.7472 4.7174 4.658 4.6543 4.6547 4.6553 4.6543 4.6585 4.6543 5.1086 5.109 5.1089 5.1079 5.1073 5.1071 5.1052 5.1035 5.1032 4.5899 4.5882 4.5859 4.5829 4.5804 4.5781 4.5732 4.5707 4.6287 4.8221 5.3487 5.3659 5.375 5.3747 5.3749 5.3749 5.3746 5.3718 BSPL 18.002 13.287 13.967 18.448 30.645 19.975 23.654 19.622 ESLABW 1738. 1868. 1997. 2124. 2251. 2376. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. FPC 31. HAUNCH 150. HAUNCW 835. IGIRD 2 RAD 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 232.357 232.357 232.357 232.357 232.357 232.357 232.357 232.357 232.357 232.357 232.357 232.357 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 200.005 0. 0. 0. 0. 0. 0. 0. 0. SLABT 230. SLABWEAR 25. SPL 63.504 SPLBFT 26. 32. 32. 52. 58. 48. 64. 48. 64. SPLBFW 610. SPLTFT 26. 32. 26. 52. 52. 48. 38. 48. 38. SPLTFW 610. SPLTST 10. SPLTSW 180. SPLWT 16. 19. SPN 24.1071 32.5894 45.9608 46.0999 42.9605 SS 25. STFGAP 0. SUPBST 30. SUPBSW 270. TSLABW 1738. 1868. 1997. 2124. 2251. 2376. 2500. 2624. 2748. 2872. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2997. 2998. 2997. 2998. 2998. 2998. 2999. 2999. 3000. 3001. 3006. 3012. 3020. 3024. 3024. 3024. 3024. 3024. 3024. 3024. 3024. TSPL 18.002 13.287 13.967 18.448 30.645 19.975 23.654 19.622 TSSP 4986. 4875. 4782. 4747. 9372. 4654. 4655. 4655. 4654. 4658. 9763. 5109. 5109. 5108. 5107. 5107. 5105. 5103. 9693. 4588. 4586. 4583. 4580. 4578. 4573. 4571. 4629. 10170. 5366. 5375. 5375. 5375. 5375. 5375. WCONC 23562.998 WEBSP 47.556 6.637 137.5247 WEBV 1220. 1220. 1778. 1778. GO ************************************************** Case Data Girder 2 Case Data - HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING AASHTO Specification Load Factor Method 17th Edition Standard Specifications for Highway Bridges 2003 Horizontally Curved Steel Girder Guide Specification Dimensions (additional information available in Dimensions table) Given dimensions- Web Depth 70.00 in 70.00 in Web Thickness 0.63 in 0.75 in Trans. Stiff. Width 7.09 in 7.09 in Trans. Stiff. Thickness 0.39 in 0.39 in Bearing Stiff. Width 10.63 in 10.63 in 10.63 in 10.63 in 10.63 in 10.63 in Bearing Stiff. Thickness 1.18 in 1.18 in 1.18 in 1.18 in 1.18 in 1.18 in Execution Mode Rate Mode Geometry Brace locations 0.00 ft 16.36 ft 32.35 ft 48.04 ft 63.61 ft 79.09 ft 94.37 ft 109.64 ft 124.92 ft 140.19 ft 155.46 ft 170.74 ft 186.01 ft 202.77 ft 219.53 ft 236.30 ft 253.05 ft 269.81 ft 286.57 ft 303.32 ft 320.06 ft 336.80 ft 351.86 ft 366.91 ft 381.96 ft 397.00 ft 412.02 ft 427.04 ft 442.05 ft 457.04 ft 472.23 ft 488.05 ft 505.60 ft 523.20 ft 540.84 ft 558.47 ft 576.10 ft 593.74 ft 611.37 ft 629.00 ft Unbraced length of comp. flange at support 2 is 15.48 ft. Unbraced length of comp. flange at support 3 is 16.76 ft. Unbraced length of comp. flange at support 4 is 16.74 ft. Unbraced length of comp. flange at support 5 is 17.55 ft. Cover plates No cover plates Curvature Radius of curvature 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 762.33 ft 762.33 ft 762.33 ft 762.33 ft 762.33 ft 762.33 ft 762.33 ft 762.33 ft 762.33 ft 762.33 ft 762.33 ft 762.33 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 656.18 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 2003 Guide Spec. for Horizontally Curved Steel Girder Bridges Flange splices Top flange splice locations 59.06 ft 102.65 ft 148.48 ft 209.00 ft 309.54 ft 375.08 ft 452.68 ft 517.06 ft Bottom flange splice locations 59.06 ft 102.65 ft 148.48 ft 209.00 ft 309.54 ft 375.08 ft 452.68 ft 517.06 ft Girder Type Plate Girder Composite Behavior Composite region for composite loading - 0. - 629.00 ft Span lengths 79.09 ft 106.92 ft 150.79 ft 151.25 ft 140.95 ft Stiffeners Bearing Stiffeners Single bearing stiffeners each side Longitudinal Stiffeners No longitudinal stiffener Transverse Stiffeners Transverse stiffeners both sides Stiffener transitions 16.36 ft 32.35 ft 48.04 ft 63.62 ft 79.09 ft 94.36 ft 109.63 ft 140.18 ft 155.45 ft 170.73 ft 186.01 ft 202.76 ft 236.28 ft 253.04 ft 286.55 ft 303.30 ft 320.04 ft 336.80 ft 351.84 ft 366.90 ft 381.94 ft 396.98 ft 412.00 ft 427.02 ft 442.03 ft 457.02 ft 472.21 ft 488.05 ft 505.58 ft 523.18 ft 611.36 ft Stiffener clips 0.98 in Web Splices Web splice locations 208.35 ft Web haunches No web haunches Fatigue Allowable weld stress 18.00 ksi AWS minimum welds Fatigue stress category B flange splices Impact Impact factors assigned in GSA program Loading Load Factors gamma, beta 1.300 1.670 Constructibility 1.400 Forms weight factor 1.000 Unshored construction Material Concrete Unit wt of concrete 150. lb/cu ft Slab t for strength 8.07 in 8.07 in 8.07 in 8.07 in 8.07 in Concrete strength 4.50 ksi Effective slab width 68.43 in 73.54 in 78.62 in 83.62 in 88.62 in 93.54 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in Neg mom rebar area 7.82 in2 7.82 in2 7.82 in2 7.82 in2 Rebar placement from bottom of slab 4.55 in 4.55 in 4.55 in 4.55 in Negative mom. slab used in dead load 2 analysis Slab haunch 5.91 in 5.91 in 5.91 in 5.91 in 5.91 in Slab haunch width 32.87 in 32.87 in 32.87 in 32.87 in 32.87 in Self weight slab width by tenth pt 68.43 in 73.54 in 78.62 in 83.62 in 88.62 in 93.54 in 98.43 in 103.31 in 108.19 in 113.07 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.99 in 118.03 in 117.99 in 118.03 in 118.03 in 118.03 in 118.07 in 118.07 in 118.11 in 118.15 in 118.35 in 118.58 in 118.90 in 119.06 in 119.06 in 119.06 in 119.06 in 119.06 in 119.06 in 119.06 in 119.06 in Steel Web splice section 1 Steel grade M270-50 Web splice section 2 Steel grade M270-50 Rebar yield 60.00 ksi Summary tables Standard resolution summary tables Units Input Units: Metric Output Units: U.S. Customary END OF CASE DATA * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * (Nonprismatic section used for this analysis.) Service load shear (kips) and moment (kip-ft) at span tenth points on web section 1 Max live load+impact shear 54.9T 48.4T 38.3T 35.5T -31.8T -29.3T -42.3T -46.4T -60.6T -71.1T -68.3T 85.6T 73.6T 59.0T 42.9T -48.3T -48.4T -63.1T -76.2T -84.8T -87.9T 94.2T Dead load 1 shear 35.8 27.0 17.8 6.7 -3.2 -13.3 -24.0 -30.8 -42.5 -51.1 -63.5 48.0 33.8 19.7 2.8 -13.6 -30.9 -48.7 -67.0 -84.8 -103.4 98.8 Dead load 2 shear 5.3 3.9 2.5 1.1 -0.3 -1.6 -3.0 -4.2 -5.6 -7.1 -8.5 8.0 12.2 13.4 15.5 -1.3 -3.2 -5.1 -6.9 -8.7 -10.5 9.6 (Shear value at an interior support is at left of support.) Max live load+impact moment 2.6T 344.7T 581.6T 726.6T 814.1T 809.3T 763.0T 623.9T 459.7T 297.2L 245.0L 304.7T 651.4T 906.2T 1033.4T 1068.7T 990.7T 802.2T 587.3T 397.6L 354.6L 536.2T Min live load+impact moment -2.8T -67.4T -134.4T -196.0T -257.7T -313.7T -371.3T -431.7T -496.8T -613.3L -933.2L -459.6L -339.6T -289.4L -332.8L -415.8L -501.4L -602.5L -830.8L -1222.0L -1809.0L -975.8L Dead load 1 moment 0.0 248.5 425.7 517.5 531.7 467.1 319.9 117.3 -172.7 -531.7 -976.6 -372.4 66.7 341.6 462.1 405.1 168.0 -256.9 -879.8 -1692.5 -2698.5 -1010.0 Dead load 2 moment 0.0 36.3 61.7 76.1 79.3 72.0 53.7 25.6 -13.4 -64.0 -124.7 -49.0 6.1 41.0 57.0 53.1 29.2 -15.0 -78.9 -162.2 -264.7 -100.4 * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Rate Web depth = 70.0000 in Web thickness = 0.6250 in Tenth Top Flange Min Top Bott Flange Min Bott Flange to Web Weld Point Width Flange t Width Flange t Top Bott 0 24.02 1.024 24.02 1.024 5/16 5/16 1 24.02 1.024 24.02 1.024 5/16 5/16 2 24.02 1.024 24.02 1.024 5/16 5/16 3 24.02 1.024 24.02 1.024 5/16 5/16 4 24.02 1.024 24.02 1.024 5/16 5/16 5 24.02 1.024 24.02 1.024 5/16 5/16 6 24.02 1.024 24.02 1.024 5/16 5/16 7 24.02 1.024 24.02 1.024 5/16 5/16 8 24.02 1.260 24.02 1.260 5/16 5/16 9 24.02 1.260 24.02 1.260 5/16 5/16 10 24.02 1.260 24.02 1.260 5/16 5/16 11 24.02 1.260 24.02 1.260 5/16 5/16 12 24.02 1.260 24.02 1.260 5/16 5/16 13 24.02 1.024 24.02 1.260 5/16 5/16 14 24.02 1.024 24.02 1.260 5/16 5/16 15 24.02 1.024 24.02 1.260 5/16 5/16 16 24.02 1.024 24.02 1.260 5/16 5/16 17 24.02 2.047 24.02 2.047 5/16 5/16 18 24.02 2.047 24.02 2.047 5/16 5/16 19 24.02 2.047 24.02 2.047 5/16 5/16 20 24.02 2.047 24.02 2.047 5/16 5/16 21 24.02 2.047 24.02 2.047 5/16 5/16 2 - 10.75 x 1.125 brng. stf. at 0.00 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 79.09 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 186.01 ft from left end of web section 7.00 x 0.41 transverse stiffeners 1 stiffener space at 201.14 in (straddles web splice) Composite section properties at max positive moment - n = 8 I = 96918. in4 S (top steel) = 12672.64 in3 S (bottom steel) = 2271.48 in3 S (concrete) = 4704.61 in3 Neutral axis from bottom flange = 42.67 in Composite section properties at max positive moment - n = 24 I = 68775. in4 S (top steel) = 4084.82 in3 S (bottom steel) = 2054.30 in3 S (concrete) = 2308.69 in3 Neutral axis from bottom flange = 33.48 in Section properties of girder alone at max positive moment I = 38704. in4 S (top) = 1448.45 in3 S (bottom) = 1640.45 in3 Neutral axis from bottom flange = 23.59 in Section properties of girder alone at max negative moment I = 145505. in4 S (top) = 3927.55 in3 S (bottom) = 3927.54 in3 Neutral axis from bottom flange = 37.05 in Composite section properties at max negative moment I = 160812. in4 S (top of steel) = 4637.40 in3 S (bottom of steel) = 4079.70 in3 S (reinf) = 3732.64 in3 Neutral axis from bottom flange = 39.42 in * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Web Section 1 Stresses ----------------------- Factored Shear Factored Bending Tenth Shear Strength Moment Strength Point (k ) (k ) Ratio (k-ft) (k-ft) Ratio 0 172.6 649.8 (5) 0.266 6.2 6956.4 (10) 0.001 1 145.2 649.8 (5) 0.223 1118.6 8519.3 (20) 0.131 2 109.6 649.8 (5) 0.169 1896.5 8994.2 (20) 0.211 3 87.3 649.8 (5) 0.134 2349.1 9096.8 (20) 0.258 4 73.6 649.8 (5) 0.113 2561.7 9198.5 (20) 0.278 5 83.0 649.8 (5) 0.128 2457.8 9297.7 (20) 0.264 6 126.9 649.8 (5) 0.195 2142.2 9364.0 (20) 0.229 7 146.2 649.8 (5) 0.225 1540.4 9364.0 (20) 0.164 8 194.1 649.8 (5) 0.299 1320.5 7258.8 (10) 0.182 9 230.0 649.8 (5) 0.354 2105.9 7168.4 (10) 0.294 10L 241.9 649.8 (5) 0.372 3457.5 7145.7 (10) 0.484 10R 301.4 649.8 (5) 0.464 3457.5 7145.7 (10) 0.484 11 258.5 649.8 (5) 0.398 1545.7 6342.9 (10) 0.244 12 219.7 649.8 (5) 0.338 1509.0 9236.4 (10) 0.163 13 171.1 649.8 (5) 0.263 2464.7 8807.6 (10) 0.280 14 117.1 649.8 (5) 0.180 2918.3 8748.0 (10) 0.334 15 124.2 649.8 (5) 0.191 2915.7 8793.3 (10) 0.332 16 149.5 649.8 (5) 0.230 2407.2 9129.7 (10) 0.264 17 206.9 649.8 (5) 0.318 1661.5 10877.2 (9) 0.153 18 261.5 550.3 (5) 0.475 3050.0 11475.4 (10) 0.266 19 305.5 462.4 (5) 0.661 5064.1 13825.9 (10) 0.366 20L 339.0 445.8 (5) 0.760 7779.4 13673.2 (10) 0.569 20R 415.1 445.8 (5) 0.931 7779.4 13673.2 (10) 0.569 21 345.4 445.8 (5) 0.775 3561.9 16155.2 (9) 0.220 Stiffeners Location 16.36 108.0 649.8 (5) 0.166 32.35 74.5 649.8 (5) 0.115 48.04 128.4 649.8 (5) 0.198 63.62 195.6 649.8 (5) 0.301 94.36 241.9 649.8 (5) 0.372 109.63 178.0 649.8 (5) 0.274 124.90 119.1 649.8 (5) 0.183 140.18 142.2 649.8 (5) 0.219 155.45 214.6 649.8 (5) 0.330 170.73 286.6 496.4 (5) 0.577 202.76 337.8 445.8 (5) 0.758 (5) C 0.58 Fyw D t (20) compact section (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 1225.12 1431.63 3 3477.50 3852.07 Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 0.00 0.00 0.00 0.000 chk not rq 0.000 0.000 16.36 13.36 0.00 0.000 chk not rq 0.000 0.000 32.35 17.42 0.00 0.000 0.000 0.000 0.000 48.04 13.84 0.00 0.000 chk not rq 0.000 0.000 63.61 9.02 0.00 0.000 chk not rq 0.000 0.000 79.09 23.45 0.00 0.000 0.000 0.000 0.000 94.37 5.24 0.55 0.106 chk not rq 0.022 0.022 109.64 13.30 1.25 0.094 chk not rq 0.050 0.050 124.92 16.90 1.59 0.094 0.188 0.063 0.063 140.19 14.42 1.37 0.095 chk not rq 0.055 0.055 155.46 8.16 0.60 0.074 0.148 0.024 0.024 170.74 13.90 1.10 0.079 0.158 0.044 0.044 186.01 23.28 2.08 0.089 0.179 0.083 0.083 202.77 9.08 0.93 0.102 0.204 0.037 0.037 Bearing Stiffeners Location Factored Allowable Actual Ratio Allowable Actual Ratio From Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress (ft) (k ) (ksi) (ksi) (ksi) (ksi) 0.00 172.80 49.95 5.54 0.111 67.55 7.86 0.116 0.00 172.80 49.95 5.54 0.111 67.55 7.86 0.116 79.09 469.34 49.95 15.03 0.301 67.55 21.36 0.316 79.09 469.34 49.95 15.03 0.301 67.55 21.36 0.316 186.01 635.47 49.95 20.36 0.408 67.55 28.92 0.428 186.01 635.47 49.95 20.36 0.408 67.55 28.92 0.428 Fatigue Truck Loading Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) Range Range Girder Base metal 7.91 B 234.13 1.52 8.00 0.190 Base metal 15.82 B 409.81 2.66 8.00 0.333 Base metal 23.73 B 527.35 3.44 8.00 0.429 Base metal 31.64 B 613.03 4.01 8.00 0.501 Base metal 39.55 B 639.72 4.22 8.00 0.527 Base metal 47.45 B 650.31 4.33 8.00 0.541 Base metal 55.36 B 605.57 4.12 8.00 0.515 Base metal 63.27 C 543.50 1.84 5.00 0.369 Base metal 71.18 C 533.03 2.05 5.00 0.410 Base metal 79.09 C 550.47 2.30 5.00 0.459 Base metal 89.78 C 414.28 0.39 5.00 0.078 Base metal 100.48 B 546.80 3.04 8.00 0.380 Base metal 111.17 B 685.98 3.79 8.00 0.474 Base metal 121.86 B 731.57 3.89 8.00 0.486 Base metal 132.55 B 822.46 4.57 8.00 0.571 Base metal 143.24 B 843.07 4.49 8.00 0.561 Base metal 153.94 C 777.81 0.81 5.00 0.161 Base metal 164.63 C 719.24 0.74 5.00 0.149 Base metal 175.32 C 718.44 0.74 5.00 0.149 Base metal 186.01 C 915.71 0.95 5.00 0.190 Base metal 201.09 C 814.49 0.84 5.00 0.169 Near flg-web weld 7.91 B 234.13 1.48 8.00 0.185 Near flg-web weld 15.82 B 409.81 2.60 8.00 0.325 Near flg-web weld 23.73 B 527.35 3.35 8.00 0.419 Near flg-web weld 31.64 B 613.03 3.91 8.00 0.489 Near flg-web weld 39.55 B 639.72 4.12 8.00 0.515 Near flg-web weld 47.45 B 650.31 4.23 8.00 0.529 Near flg-web weld 55.36 B 605.57 4.02 8.00 0.503 Near flg-web weld 63.27 B 543.50 1.74 8.00 0.218 Near flg-web weld 71.18 B 533.03 1.93 8.00 0.242 Near flg-web weld 79.09 B 550.47 2.17 8.00 0.271 Near flg-web weld 89.78 B 414.28 0.37 8.00 0.046 Near flg-web weld 100.48 B 546.80 2.81 8.00 0.351 Near flg-web weld 111.17 B 685.98 3.52 8.00 0.440 Near flg-web weld 121.86 B 731.57 3.75 8.00 0.469 Near flg-web weld 132.55 B 822.46 4.22 8.00 0.527 Near flg-web weld 143.24 B 843.07 4.32 8.00 0.540 Near flg-web weld 153.94 B 777.81 2.74 8.00 0.342 Near flg-web weld 164.63 B 719.24 0.69 8.00 0.086 Near flg-web weld 175.32 B 718.44 0.70 8.00 0.087 Near flg-web weld 186.01 B 915.71 0.89 8.00 0.112 Near flg-web weld 201.09 B 814.49 0.79 8.00 0.099 Top Flg. splice 59.06 B 578.71 1.96 8.00 0.246 Top Flg. splice 102.65 B 574.62 1.47 8.00 0.184 Top Flg. splice 148.48 B 821.85 2.34 8.00 0.292 Top Flg. splice 209.00 B 948.08 1.65 8.00 0.206 Bot.Flg. splice 59.06 B 578.71 3.98 8.00 0.498 Bot.Flg. splice 102.65 B 574.62 3.45 8.00 0.432 Bot.Flg. splice 148.48 B 821.85 4.81 8.00 0.601 Bot.Flg. splice 209.00 B 948.08 2.65 8.00 0.332 Rebars 79.09 885.39 6.48 20.00 0.324 Rebars 186.01 1463.50 4.62 20.00 0.231 * wheel distribution given in GSA program * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Cost Schedule for Web Section 1 -------------------------------- lb Flange 47440.4 Web 23220.5 Web stiffeners 1101.8 Bearing stiff. 1440.3 Total steel 73203.0 Welding Vol lbs Flange-web 488.3 138.5 Trans.stiff.-web ( 1/ 4 cont.) 85.4 24.2 Brng.stiff.( 1)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 2)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 3)-web( 5/16 cont.) 13.7 3.9 Total welding * 614.7 174.3 Total steel and weld 73377.3 Begin solution for web section 2. * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Service load shear (kips) and moment (kip-ft) at span tenth points on web section 2 Max live load+impact shear 75.8T 58.1T 50.4T -44.0T -51.6T -61.1T -71.8T -86.5T -98.6T 87.1T 72.4T 63.1T 54.1T 47.9T -44.9T -52.4T -61.9T -75.4T -88.8T 94.0T 82.0T 61.8T 58.5T 52.0T -47.3T -50.4T -55.8T -67.2T -86.9T Dead load 1 shear 73.8 47.7 22.0 -3.3 -28.9 -54.9 -81.0 -106.2 -132.7 103.9 72.8 43.8 14.0 -7.9 -29.8 -53.8 -78.9 -103.0 -129.6 132.3 107.0 78.5 53.3 21.9 -3.4 -26.0 -49.2 -72.7 -98.0 Dead load 2 shear 12.2 13.4 15.5 -0.4 -2.9 -5.5 -8.0 -10.4 -13.1 10.7 7.7 4.7 1.5 -0.9 -3.3 -5.7 -8.2 -10.5 -13.2 13.1 10.6 7.8 5.4 2.3 -0.2 -2.7 -5.0 -7.3 -9.8 (Shear value at an interior support is at left of support.) Max live load+impact moment 1049.4T 1448.4T 1688.2T 1771.4T 1689.1T 1439.2T 1030.3T 573.9L 446.0L 528.1L 993.1T 1359.0T 1525.1T 1522.2T 1427.5T 1240.8T 923.9T 473.2T 286.1L 467.1L 964.1T 1373.3T 1637.2T 1788.8T 1804.7T 1691.5T 1413.5T 912.3T 1.3L Min live load+impact moment -737.9T -617.5T -572.8L -558.4L -594.8L -636.8L -735.5L -1116.1L -1977.7L -1127.8L -795.7L -758.1L -676.0L -603.2L -611.1L -644.4L -752.7L -1082.1L -1835.3L -1046.8L -681.7L -575.8L -502.5L -415.2L -325.4L -238.0L -155.7L -78.2L -1.0T Dead load 1 moment 302.4 1218.3 1747.9 1890.6 1646.7 1012.3 -15.9 -1439.5 -3242.5 -1450.2 -79.6 821.3 1279.0 1290.3 969.9 317.0 -700.8 -2095.7 -3862.9 -1822.7 -142.4 1166.9 2094.4 2666.5 2796.7 2599.0 2068.8 1203.2 0.0 Dead load 2 moment 27.3 117.1 168.6 181.9 156.8 93.2 -9.0 -149.5 -326.6 -144.4 -2.5 94.2 144.7 148.1 114.5 45.4 -60.7 -204.4 -384.3 -182.5 -15.7 114.6 208.0 267.1 281.9 261.8 207.6 120.2 0.0 * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Rate Web depth = 70.0000 in Web thickness = 0.7500 in Tenth Top Flange Min Top Bott Flange Min Bott Flange to Web Weld Point Width Flange t Width Flange t Top Bott 22 24.02 2.047 24.02 2.283 5/16 5/16 23 24.02 2.047 24.02 2.283 5/16 5/16 24 24.02 2.047 24.02 2.283 5/16 5/16 25 24.02 2.047 24.02 2.283 5/16 5/16 26 24.02 2.047 24.02 2.283 5/16 5/16 27 24.02 2.047 24.02 2.283 5/16 5/16 28 24.02 2.047 24.02 2.283 5/16 5/16 29 24.02 1.890 24.02 1.890 5/16 5/16 30 24.02 1.890 24.02 1.890 5/16 5/16 31 24.02 1.890 24.02 1.890 5/16 5/16 32 24.02 1.890 24.02 1.890 5/16 5/16 33 24.02 1.496 24.02 2.520 5/16 5/16 34 24.02 1.496 24.02 2.520 5/16 5/16 35 24.02 1.496 24.02 2.520 5/16 5/16 36 24.02 1.496 24.02 2.520 5/16 5/16 37 24.02 1.496 24.02 2.520 5/16 5/16 38 24.02 1.890 24.02 1.890 5/16 5/16 39 24.02 1.890 24.02 1.890 5/16 5/16 40 24.02 1.890 24.02 1.890 5/16 5/16 41 24.02 1.890 24.02 1.890 5/16 5/16 42 24.02 1.890 24.02 1.890 5/16 5/16 43 24.02 1.496 24.02 2.520 5/16 5/16 44 24.02 1.496 24.02 2.520 5/16 5/16 45 24.02 1.496 24.02 2.520 5/16 5/16 46 24.02 1.496 24.02 2.520 5/16 5/16 47 24.02 1.496 24.02 2.520 5/16 5/16 48 24.02 1.496 24.02 2.520 5/16 5/16 49 24.02 1.496 24.02 2.520 5/16 5/16 50 24.02 1.496 24.02 2.520 5/16 5/16 2 - 10.75 x 1.125 brng. stf. at 128.46 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 279.70 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 420.65 ft from left end of web section 7.00 x 0.41 transverse stiffeners 1 stiffener space at 201.14 in (straddles web splice) Composite section properties at max positive moment - n = 8 I = 295684. in4 S (top steel) = 13211.06 in3 S (bottom steel) = 5726.52 in3 S (concrete) = 8481.59 in3 Neutral axis from bottom flange = 51.63 in Composite section properties at max positive moment - n = 24 I = 211217. in4 S (top steel) = 6315.50 in3 S (bottom steel) = 5206.05 in3 S (concrete) = 4599.22 in3 Neutral axis from bottom flange = 40.57 in Section properties of girder alone at max positive moment I = 141394. in4 S (top) = 3318.76 in3 S (bottom) = 4501.34 in3 Neutral axis from bottom flange = 31.41 in Section properties of girder alone at max negative moment I = 138740. in4 S (top) = 3760.94 in3 S (bottom) = 3760.94 in3 Neutral axis from bottom flange = 36.89 in Composite section properties at max negative moment I = 154054. in4 S (top of steel) = 4460.38 in3 S (bottom of steel) = 3925.79 in3 S (reinf) = 3574.23 in3 Neutral axis from bottom flange = 39.24 in * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Web Section 2 Stresses ----------------------- Factored Shear Factored Bending Tenth Shear Strength Moment Strength Point (k ) (k ) Ratio (k-ft) (k-ft) Ratio 22 276.3 770.4 (5) 0.359 2707.0 21479.4 (6) 0.126 23 205.5 770.4 (5) 0.267 4880.5 20621.2 (6) 0.237 24 158.2 770.4 (5) 0.205 6156.6 20356.8 (6) 0.302 25 100.4 770.4 (5) 0.130 6539.9 20301.6 (6) 0.322 26 153.5 770.4 (5) 0.199 6011.7 20418.4 (6) 0.294 27 211.2 770.4 (5) 0.274 4561.6 20790.2 (6) 0.219 28 271.5 770.4 (5) 0.352 2204.5 21132.4 (9) 0.104 29 339.5 770.4 (5) 0.441 4488.8 15486.0 (9) 0.290 30L 403.5 770.4 (5) 0.524 8933.5 15449.5 (9) 0.578 30R 397.7 770.4 (5) 0.516 8933.5 15449.5 (9) 0.578 31 338.1 770.4 (5) 0.439 4521.5 15598.8 (9) 0.290 32 261.8 770.4 (5) 0.340 2049.3 18631.1 (9) 0.110 33 200.0 770.4 (5) 0.260 4140.5 22130.6 (6) 0.187 34 137.7 770.4 (5) 0.179 5161.9 21736.3 (6) 0.237 35 97.0 770.4 (5) 0.126 5174.6 21728.4 (6) 0.238 36 140.5 770.4 (5) 0.182 4508.8 22003.8 (6) 0.205 37 191.2 770.4 (5) 0.248 3164.9 22938.7 (6) 0.138 38 247.6 770.4 (5) 0.321 2624.3 15637.6 (9) 0.168 39 311.3 770.4 (5) 0.404 5339.3 15487.1 (9) 0.345 40L 378.4 770.4 (5) 0.491 9505.8 15354.3 (9) 0.619 40R 430.2 770.4 (5) 0.558 9505.8 15354.3 (9) 0.619 41 393.1 770.4 (5) 0.510 4879.5 15382.4 (9) 0.317 42 330.9 770.4 (5) 0.430 1887.6 18112.3 (9) 0.104 43 246.5 770.4 (5) 0.320 4647.4 23740.3 (20) 0.196 44 203.4 770.4 (5) 0.264 6547.5 23740.3 (20) 0.276 45 144.2 770.4 (5) 0.187 7697.2 23740.3 (20) 0.324 46 107.4 770.4 (5) 0.139 7920.2 23740.3 (20) 0.334 47 146.7 770.4 (5) 0.190 7391.3 23740.3 (20) 0.311 48 191.7 770.4 (5) 0.249 6028.1 23740.3 (20) 0.254 49 249.8 770.4 (5) 0.324 3701.0 23740.3 (20) 0.156 50 328.7 770.4 (5) 0.427 2.7 20267.7 (10) 0.000 Stiffeners Location 219.52 260.6 770.4 (5) 0.338 236.28 189.7 770.4 (5) 0.246 253.04 132.5 770.4 (5) 0.172 269.80 129.9 770.4 (5) 0.169 286.55 192.0 770.4 (5) 0.249 303.30 258.1 770.4 (5) 0.335 320.04 331.9 770.4 (5) 0.431 366.90 262.5 770.4 (5) 0.341 381.94 201.0 770.4 (5) 0.261 396.98 139.1 770.4 (5) 0.180 412.00 98.2 770.4 (5) 0.127 427.02 139.0 770.4 (5) 0.180 442.03 189.0 770.4 (5) 0.245 457.02 244.7 770.4 (5) 0.318 472.21 308.3 770.4 (5) 0.400 505.58 378.0 770.4 (5) 0.491 523.18 289.3 770.4 (5) 0.376 540.82 214.4 770.4 (5) 0.278 576.09 117.1 770.4 (5) 0.152 593.72 169.1 770.4 (5) 0.220 611.36 235.2 770.4 (5) 0.305 (5) C 0.58 Fyw D t (20) compact section (6) Fy S(equiv) Maximum moment in factored strength expression (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 1225.12 1431.63 3 3477.50 3852.07 Max pos mom in span and neg pier moment have been adjusted for compact section (AASHTO 10.48.1.3). Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 219.53 7.70 0.83 0.108 0.216 0.033 0.033 236.30 13.15 1.63 0.124 0.247 0.065 0.065 253.05 15.75 1.94 0.123 0.247 0.078 0.078 269.81 15.54 1.92 0.123 0.247 0.077 0.077 286.57 12.43 1.54 0.124 0.248 0.062 0.062 303.32 6.41 0.81 0.127 0.253 0.032 0.032 320.06 12.55 1.50 0.119 0.239 0.060 0.060 336.80 27.87 2.97 0.107 0.213 0.119 0.119 351.86 14.07 1.34 0.095 0.191 0.054 0.054 366.91 5.80 0.64 0.111 0.221 0.026 0.026 381.96 9.26 0.89 0.097 0.193 0.036 0.036 397.00 11.78 1.13 0.096 0.191 0.045 0.045 412.02 11.86 1.13 0.096 0.191 0.045 0.045 427.04 10.28 0.99 0.096 0.192 0.039 0.039 442.05 7.05 0.69 0.098 0.195 0.028 0.028 457.04 7.47 0.74 0.099 0.198 0.030 0.030 472.23 16.19 1.65 0.102 0.203 0.066 0.066 488.05 29.73 3.51 0.118 0.236 0.140 0.140 505.60 12.21 1.61 0.132 0.263 0.064 0.064 523.20 7.40 0.99 0.134 0.268 0.040 0.040 540.84 14.30 0.00 0.000 0.000 0.000 0.000 558.47 18.18 0.00 0.000 0.000 0.000 0.000 576.10 18.60 0.00 0.000 0.000 0.000 0.000 593.74 16.11 0.00 0.000 0.000 0.000 0.000 611.37 10.37 0.00 0.000 0.000 0.000 0.000 629.00 0.00 0.00 0.000 0.000 0.000 0.000 Bearing Stiffeners Location Factored Allowable Actual Ratio Allowable Actual Ratio From Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress (ft) (k ) (ksi) (ksi) (ksi) (ksi) 336.80 694.70 49.84 20.25 0.406 67.55 31.62 0.468 128.46 694.70 49.84 20.25 0.406 67.55 31.62 0.468 488.05 706.81 49.84 20.60 0.413 67.55 32.17 0.476 279.70 706.81 49.84 20.60 0.413 67.55 32.17 0.476 629.00 325.92 49.84 9.50 0.191 67.55 14.83 0.220 420.65 325.92 49.84 9.50 0.191 67.55 14.83 0.220 Fatigue Truck Loading Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) Range Range Girder Base metal 216.17 B 1054.51 2.41 8.00 0.301 Base metal 231.25 B 1233.09 2.88 8.00 0.361 Base metal 246.33 B 1304.16 3.14 8.00 0.392 Base metal 261.41 B 1278.16 3.10 8.00 0.388 Base metal 276.49 B 1286.70 3.09 8.00 0.386 Base metal 291.57 B 1199.35 2.80 8.00 0.349 Base metal 306.64 C 1000.27 0.86 5.00 0.173 Base metal 321.72 C 798.48 0.70 5.00 0.139 Base metal 336.80 C 859.79 0.75 5.00 0.150 Base metal 351.93 C 825.01 0.72 5.00 0.144 Base metal 367.05 C 1027.90 0.90 5.00 0.179 Base metal 382.18 B 1214.45 2.82 8.00 0.352 Base metal 397.30 B 1215.80 2.80 8.00 0.350 Base metal 412.43 B 1133.56 2.60 8.00 0.324 Base metal 427.55 B 1147.33 2.62 8.00 0.328 Base metal 442.67 B 1102.16 2.51 8.00 0.314 Base metal 457.80 C 969.78 0.85 5.00 0.169 Base metal 472.92 C 806.86 0.70 5.00 0.141 Base metal 488.05 C 850.86 0.74 5.00 0.149 Base metal 502.14 C 705.90 0.62 5.00 0.123 Base metal 516.24 C 908.93 0.79 5.00 0.159 Base metal 530.33 B 1143.69 2.55 8.00 0.318 Base metal 544.43 B 1277.10 2.81 8.00 0.351 Base metal 558.52 B 1322.86 2.88 8.00 0.360 Base metal 572.62 B 1287.08 2.78 8.00 0.348 Base metal 586.71 B 1167.24 2.51 8.00 0.313 Base metal 600.81 B 943.88 2.02 8.00 0.252 Base metal 614.90 B 571.50 1.22 8.00 0.152 Near flg-web weld 216.17 B 1054.51 2.28 8.00 0.284 Near flg-web weld 231.25 B 1233.09 2.66 8.00 0.333 Near flg-web weld 246.33 B 1304.16 2.81 8.00 0.352 Near flg-web weld 261.41 B 1278.16 2.76 8.00 0.345 Near flg-web weld 276.49 B 1286.70 2.78 8.00 0.347 Near flg-web weld 291.57 B 1199.35 2.59 8.00 0.324 Near flg-web weld 306.64 B 1000.27 2.16 8.00 0.270 Near flg-web weld 321.72 B 798.48 0.66 8.00 0.082 Near flg-web weld 336.80 B 859.79 0.71 8.00 0.089 Near flg-web weld 351.93 B 825.01 0.68 8.00 0.085 Near flg-web weld 367.05 B 1027.90 2.56 8.00 0.320 Near flg-web weld 382.18 B 1214.45 2.42 8.00 0.303 Near flg-web weld 397.30 B 1215.80 2.42 8.00 0.303 Near flg-web weld 412.43 B 1133.56 2.26 8.00 0.282 Near flg-web weld 427.55 B 1147.33 2.29 8.00 0.286 Near flg-web weld 442.67 B 1102.16 2.20 8.00 0.275 Near flg-web weld 457.80 B 969.78 0.80 8.00 0.100 Near flg-web weld 472.92 B 806.86 0.67 8.00 0.083 Near flg-web weld 488.05 B 850.86 0.70 8.00 0.088 Near flg-web weld 502.14 B 705.90 0.58 8.00 0.073 Near flg-web weld 516.24 B 908.93 2.26 8.00 0.283 Near flg-web weld 530.33 B 1143.69 2.42 8.00 0.303 Near flg-web weld 544.43 B 1277.10 2.67 8.00 0.334 Near flg-web weld 558.52 B 1322.86 2.74 8.00 0.342 Near flg-web weld 572.62 B 1287.08 2.65 8.00 0.331 Near flg-web weld 586.71 B 1167.24 2.38 8.00 0.298 Near flg-web weld 600.81 B 943.88 1.92 8.00 0.240 Near flg-web weld 614.90 B 571.50 1.16 8.00 0.145 Top Flg. splice 309.54 B 961.68 1.65 8.00 0.206 Top Flg. splice 375.08 B 1149.97 1.96 8.00 0.245 Top Flg. splice 452.68 B 1017.97 1.80 8.00 0.224 Top Flg. splice 517.06 B 921.76 1.63 8.00 0.204 Bot.Flg. splice 309.54 B 961.68 2.82 8.00 0.353 Bot.Flg. splice 375.08 B 1149.97 3.51 8.00 0.439 Bot.Flg. splice 452.68 B 1017.97 3.06 8.00 0.383 Bot.Flg. splice 517.06 B 921.76 2.72 8.00 0.340 Trans. stiff. toe 558.45 C' 1322.63 2.74 6.00 0.456 Rebars 336.80 1329.09 4.46 20.00 0.223 Rebars 488.05 1311.53 4.40 20.00 0.220 * wheel distribution given in GSA program * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Cost Schedule for Web Section 2 -------------------------------- lb Flange 138127.6 Web 75147.1 Web stiffeners 2822.4 Bearing stiff. 1440.3 Total steel 217537.4 Welding Vol lbs Flange-web 985.9 279.6 Trans.stiff.-web ( 1/ 4 cont.) 218.8 62.0 Brng.stiff.( 1)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 2)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 3)-web( 5/16 cont.) 13.7 3.9 Total welding * 1245.7 353.2 Total steel and weld 217890.6 Summary Tables Governing Service Shear Girder 2 Service Shear -k Tenth Location Noncomp Comp Max LL+I Range Point Dead Dead 0 0.00 35.81 5.29 54.91 T 63.70 1 7.91 26.98 3.91 48.38 T 57.14 2 15.82 17.77 2.52 38.32 T 52.85 3 23.73 6.74 1.11 35.52 T 55.17 4 31.64 -3.22 -0.28 -31.82 T 58.26 5 39.55 -13.29 -1.63 -29.32 T 56.98 6 47.45 -23.99 -3.01 -42.31 T 60.56 7 55.36 -30.82 -4.25 -46.36 T 67.87 Top flg.spl. 59.06 -35.68 -4.87 -51.74 70.32 Bot flg.spl. 59.06 -35.68 -4.87 -51.74 70.32 8 63.27 -42.49 -5.63 -60.58 T 72.35 9 71.18 -51.06 -7.12 -71.10 T 81.80 10 79.09L -63.46 -8.50 -68.33 T 75.01 10 79.09R 65.02 8.01 95.09 T 108.18 11 89.78 48.00 8.01 85.55 T 102.36 12 100.48 33.79 12.21 73.63 T 97.10 Top flg.spl. 102.65 30.92 12.70 70.87 95.50 Bot flg.spl. 102.65 30.92 12.70 70.87 95.50 13 111.17 19.72 13.38 58.97 T 87.49 14 121.86 2.83 15.55 42.94 T 80.84 15 132.55 -13.60 -1.29 -48.29 T 92.26 16 143.24 -30.94 -3.20 -48.41 T 86.86 Top flg.spl. 148.48 -39.57 -4.11 -53.80 87.10 Bot flg.spl. 148.48 -39.57 -4.11 -53.80 87.10 17 153.94 -48.66 -5.06 -63.14 T 89.36 18 164.63 -67.01 -6.92 -76.19 T 99.32 19 175.32 -84.77 -8.65 -84.77 T 99.56 20 186.01L -103.43 -10.52 -87.90 T 96.43 20 186.01R 125.15 12.21 108.94 T 123.86 21 201.09 98.79 9.58 94.21 T 115.78 Top flg.spl. 209.00 85.79 11.14 84.47 109.99 Bot flg.spl. 209.00 85.79 11.14 84.47 109.99 22 216.17 73.76 12.21 75.81 T 105.16 23 231.25 47.70 13.38 58.07 T 96.26 24 246.33 22.02 15.55 50.37 T 88.55 25 261.41 -3.32 -0.39 -44.04 T 87.20 26 276.49 -28.93 -2.93 -51.62 T 89.55 27 291.57 -54.88 -5.48 -61.13 T 97.23 28 306.64 -81.00 -8.02 -71.76 T 102.40 Top flg.spl. 309.54 -85.92 -8.49 -74.28 103.14 Bot flg.spl. 309.54 -85.92 -8.49 -74.28 103.14 29 321.72 -106.24 -10.42 -86.51 T 105.36 30 336.80L -132.70 -13.06 -98.59 T 111.37 30 336.80R 131.89 13.38 96.22 L 109.66 31 351.93 103.93 10.71 87.08 T 103.41 32 367.05 72.81 7.71 72.36 T 95.50 Top flg.spl. 375.08 57.47 6.11 67.43 92.65 Bot flg.spl. 375.08 57.47 6.11 67.43 92.65 33 382.18 43.76 4.67 63.13 T 90.74 34 397.30 14.03 1.53 54.12 T 88.61 35 412.43 -7.94 -0.92 47.95 T 87.34 36 427.55 -29.82 -3.26 -44.90 T 88.17 37 442.67 -53.82 -5.70 -52.43 T 92.06 Top flg.spl. 452.68 -70.53 -7.35 -58.25 94.46 Bot flg.spl. 452.68 -70.53 -7.35 -58.25 94.46 38 457.80 -78.91 -8.17 -61.91 T 95.01 39 472.92 -103.00 -10.52 -75.41 T 93.93 40 488.05L -129.57 -13.16 -88.84 T 100.54 40 488.05R 157.14 15.55 94.75 T 100.88 41 502.14 132.34 13.09 94.00 T 105.57 42 516.24 107.03 10.64 81.97 T 99.78 Top flg.spl. 517.06 105.46 10.49 81.01 99.37 Bot flg.spl. 517.06 105.46 10.49 81.01 99.37 43 530.33 78.52 7.84 61.83 T 91.49 44 544.43 53.27 5.43 58.54 T 85.59 45 558.52 21.88 2.28 51.97 T 82.40 46 572.62 -3.41 -0.18 -47.31 T 84.09 47 586.71 -26.01 -2.67 -50.42 T 81.31 48 600.81 -49.24 -5.02 -55.83 T 83.67 49 614.90 -72.69 -7.29 -67.16 T 82.89 50 629.00 -97.97 -9.75 -86.90 T 92.97 Ranges shown in this table not used for fatigue. T - governed by truck loading L - governed by lane loading Fatigue Truck Shear 2003 Guide Spec Girder 2 2003 Guide Spec Fatigue Truck Shear - k Tenth Pt Max LL+I Range 0 24.14 25.14 1 17.54 18.53 2 12.14 16.45 3 15.31 22.84 4 -15.88 26.68 5 13.98 26.07 6 -21.83 30.44 7 -18.92 28.84 8 -29.99 35.15 9 -33.98 35.69 10 -32.07 32.65 10R 30.63 32.19 11 35.85 37.40 12 29.59 32.54 13 28.41 39.53 14 18.00 34.58 15 -23.89 42.57 16 -18.71 36.74 17 -30.63 39.12 18 -36.22 42.71 19 -40.86 43.06 20 -41.20 42.17 20R 28.31 29.24 21 33.83 34.76 22 26.53 33.78 23 24.19 43.89 24 22.86 42.72 25 21.82 43.35 26 -22.34 43.39 27 -23.70 42.82 28 -26.37 39.43 29 -34.66 40.50 30 -39.99 40.99 30R 29.38 30.47 31 36.53 37.67 32 33.79 37.68 33 31.60 42.86 34 28.23 42.78 35 26.40 43.06 36 24.55 42.83 37 21.37 41.77 38 -24.13 37.98 39 -32.53 38.88 40 -40.38 41.25 40R 30.95 31.13 41 36.13 36.31 42 29.23 34.21 43 26.16 39.87 44 27.44 39.28 45 27.77 39.50 46 -23.49 39.74 47 -22.01 37.43 48 -21.61 34.09 49 -27.19 35.70 50 -37.83 38.59 Reactions Girder 2 Factored Reactions - k Loc Noncomp Comp LL+I LL+I Max Min Dead Dead Max Min Total Total 0.00 48.03 6.84 117.93 -20.57 172.80 6.88 Steel 12.02 Conc 36.02 79.09 193.03 23.83 252.47 -46.76 469.34 99.51 Steel 42.00 Conc 151.04 186.01 293.51 29.03 312.93 -41.10 635.47 211.32 Steel 85.50 Conc 208.01 336.80 339.24 33.77 321.69 -45.79 694.70 247.66 Steel 106.78 Conc 232.46 488.05 365.36 36.50 304.95 -27.56 706.81 310.24 Steel 112.56 Conc 252.80 629.00 129.66 12.68 184.44 -13.71 326.78 102.25 Steel 39.70 Conc 89.97 Unfactored Reactions - k Loc Noncomp Comp LL+I LL+I Max Min Dead Dead Max Min Total Total 0.00 36.95 5.26 54.32 -9.48 96.53 32.73 Steel 9.24 Conc 27.71 79.09 148.49 18.33 116.29 -21.54 283.11 145.28 Steel 32.31 Conc 116.18 186.01 225.78 22.33 144.14 -18.93 392.25 229.18 Steel 65.77 Conc 160.01 336.80 260.96 25.98 148.18 -21.09 435.11 265.84 Steel 82.14 Conc 178.82 488.05 281.05 28.08 140.46 -12.70 449.59 296.43 Steel 86.59 Conc 194.46 629.00 99.74 9.75 84.96 -6.31 194.45 103.18 Steel 30.53 Conc 69.21 Reactions in girder output include weight in girder extensions at abutments, which is not included in girder system output. Governing Service Moment Girder 2 Service Moment - k-ft Tenth Location Noncomp Comp Max LL+I Min LL+I Range Point Dead Dead 0 0.00 0.00 -0.02 2.61 T -2.85 T 5.46 1 7.91 248.52 36.33 344.70 T -67.36 T 412.06 2 15.82 425.72 61.75 581.64 T -134.39 T 716.03 3 23.73 517.52 76.06 726.61 T -195.99 T 922.61 4 31.64 531.66 79.35 814.09 T -257.73 T 1071.82 5 39.55 467.12 72.03 809.26 T -313.69 T 1122.95 6 47.45 319.95 53.70 762.98 T -371.31 T 1134.28 7 55.36 117.28 25.64 623.94 T -431.70 T 1055.64 Top flg.spl 59.06 -7.41 8.75 550.30 -461.56 1011.86 Bot.flg.spl 59.06 -7.41 8.75 550.30 -461.56 1011.86 8 63.27 -172.68 -13.41 459.73 T -496.82 T 956.55 9 71.18 -531.66 -64.04 297.25 L -613.32 L 910.57 10 79.09 -976.59 -124.67 245.04 L -933.16 L 1178.20 11 89.78 -372.41 -49.00 304.69 T -459.62 L 764.31 12 100.48 66.74 6.11 651.44 T -339.64 T 991.08 Top flg.spl 102.65 136.07 14.86 710.80 -323.74 1034.55 Bot.flg.spl 102.65 136.07 14.86 710.80 -323.74 1034.55 13 111.17 341.58 41.03 906.17 T -289.38 L 1195.55 14 121.86 462.11 56.96 1033.42 T -332.84 L 1366.26 15 132.55 405.07 53.09 1068.67 T -415.77 L 1484.44 16 143.24 168.02 29.18 990.69 T -501.40 L 1492.10 Top flg.spl 148.48 -16.50 10.10 912.22 -548.97 1461.20 Bot.flg.spl 148.48 -16.50 10.10 912.22 -548.97 1461.20 17 153.94 -256.88 -14.97 802.16 T -602.55 L 1404.71 18 164.63 -879.82 -78.87 587.34 T -830.83 L 1418.18 19 175.32 -1692.49 -162.22 397.58 L -1222.02 L 1619.59 20 186.01 -2698.47 -264.67 354.61 L -1808.98 L 2163.59 21 201.09 -1010.01 -100.37 536.22 T -975.77 L 1512.00 Top flg.spl 209.00 -272.00 -28.63 819.74 -836.33 1656.07 Bot.flg.spl 209.00 -272.00 -28.63 819.74 -836.33 1656.07 22 216.17 302.38 27.34 1049.45 T -737.91 T 1787.36 23 231.25 1218.28 117.10 1448.43 T -617.50 T 2065.93 24 246.33 1747.92 168.65 1688.21 T -572.75 L 2260.97 25 261.41 1890.63 181.90 1771.37 T -558.41 L 2329.78 26 276.49 1646.68 156.82 1689.13 T -594.82 L 2283.95 27 291.57 1012.32 93.20 1439.17 T -636.75 L 2075.93 28 306.64 -15.90 -8.99 1030.34 T -735.47 L 1765.81 Top flg.spl 309.54 -258.96 -33.04 946.26 -786.78 1733.03 Bot.flg.spl 309.54 -258.96 -33.04 946.26 -786.78 1733.03 29 321.72 -1439.47 -149.47 573.91 L -1116.14 L 1690.05 30 336.80 -3242.51 -326.64 446.02 L -1977.70 L 2423.72 31 351.93 -1450.20 -144.41 528.06 L -1127.82 L 1655.89 32 367.05 -79.65 -2.45 993.11 T -795.69 L 1788.80 Top flg.spl 375.08 453.69 54.56 1212.18 -781.26 1993.44 Bot.flg.spl 375.08 453.69 54.56 1212.18 -781.26 1993.44 33 382.18 821.27 94.17 1359.00 T -758.06 L 2117.07 34 397.30 1279.01 144.74 1525.13 T -675.95 L 2201.08 35 412.43 1290.31 148.11 1522.20 T -603.22 L 2125.42 36 427.55 969.86 114.48 1427.50 T -611.13 L 2038.64 37 442.67 317.01 45.41 1240.78 T -644.40 L 1885.17 Top flg.spl 452.68 -314.39 -20.65 1046.03 -691.36 1737.39 Bot.flg.spl 452.68 -314.39 -20.65 1046.03 -691.36 1737.39 38 457.80 -700.85 -60.74 923.88 T -752.74 L 1676.62 39 472.92 -2095.68 -204.37 473.24 T -1082.08 L 1555.32 40 488.05 -3862.90 -384.32 286.06 L -1835.28 L 2121.33 41 502.14 -1822.75 -182.52 467.15 L -1046.81 L 1513.96 42 516.24 -142.38 -15.73 964.15 T -681.73 L 1645.88 Top flg.spl 517.06 -55.79 -7.12 990.44 -668.43 1658.86 Bot.flg.spl 517.06 -55.79 -7.12 990.44 -668.43 1658.86 43 530.33 1166.88 114.62 1373.29 T -575.79 L 1949.08 44 544.43 2094.37 207.95 1637.25 T -502.49 L 2139.74 45 558.52 2666.50 267.12 1788.82 T -415.22 L 2204.04 46 572.62 2796.67 281.93 1804.70 T -325.39 L 2130.09 47 586.71 2599.03 261.81 1691.50 T -238.04 L 1929.54 48 600.81 2068.84 207.63 1413.49 T -155.66 L 1569.15 49 614.90 1203.24 120.16 912.31 T -78.15 L 990.46 50 629.00 0.00 -0.01 1.27 L -1.02 T 2.30 T - governed by truck loading L - governed by lane loading Range shown in this table not used for fatigue. At Bracing Brace No. 2 16.36 434.68 63.08 594.44 -138.76 3 32.35 529.06 79.12 817.45 -263.03 4 48.04 306.86 51.96 755.87 -375.68 5 63.61 -186.74 -15.35 452.69 -500.78 6 79.09 -976.59 -124.67 245.04 -933.16 7 94.37 -163.67 -22.82 418.37 -364.80 8 109.64 311.83 37.22 877.65 -290.82 9 124.92 463.93 57.87 1052.88 -352.51 10 140.19 254.94 38.08 1024.26 -475.34 11 155.46 -333.49 -22.86 773.18 -627.29 12 170.74 -1320.87 -124.19 460.86 -1030.56 13 186.01 -2698.47 -264.67 354.61 -1808.98 14 202.77 -845.03 -84.32 577.03 -919.75 15 219.53 541.09 50.65 1148.36 -700.87 16 236.30 1438.55 138.60 1546.40 -594.10 17 253.05 1859.38 179.29 1744.66 -562.60 18 269.81 1802.84 172.68 1746.23 -578.02 19 286.57 1266.28 118.57 1539.65 -616.56 20 303.32 245.09 16.86 1124.69 -689.42 21 320.06 -1263.74 -132.17 608.15 -1050.52 22 336.80 -3242.51 -326.64 446.02 -1977.70 23 351.86 -1457.14 -145.12 526.87 -1130.42 24 366.91 -90.01 -3.54 989.32 -797.39 25 381.96 811.48 93.11 1355.17 -758.92 26 397.00 1274.18 144.18 1523.45 -677.52 27 412.02 1294.30 148.50 1523.46 -604.11 28 427.04 986.00 116.18 1432.17 -610.46 29 442.05 351.38 49.02 1251.12 -641.52 30 457.04 -640.95 -54.54 942.92 -742.07 31 472.23 -2023.37 -196.97 488.19 -1057.63 32 488.05 -3862.90 -384.32 286.06 -1835.28 33 505.60 -1377.69 -138.41 559.72 -918.18 34 523.20 550.88 53.23 1177.28 -597.00 35 540.84 1891.81 187.42 1580.67 -522.49 36 558.47 2665.20 266.98 1788.51 -415.55 37 576.10 2778.29 280.20 1788.71 -303.55 38 593.74 2376.27 239.05 1573.50 -196.35 39 611.37 1451.67 145.13 1076.26 -97.53 Fatigue Truck Moment 2003 Guide Spec Girder 2 2003 Guide Spec. Fatigue Truck Moment - k-ft Tenth Location Max LL+I Min LL+I Range Point 0 0.00 2.02 -2.25 4.26 1 7.91 256.76 -55.42 312.18 2 15.82 435.91 -110.51 546.42 3 23.73 541.68 -161.46 703.14 4 31.64 604.95 -212.42 817.38 5 39.55 593.56 -259.39 852.96 6 47.45 560.53 -306.55 867.08 7 55.36 453.16 -354.27 807.43 Top flg.spl 59.06 393.05 -378.57 771.62 Bot.flg.spl 59.06 393.05 -378.57 771.62 8 63.27 316.89 -407.79 724.67 9 71.18 237.16 -473.55 710.71 10 79.09 189.31 -544.64 733.96 11 89.78 237.36 -315.01 552.37 12 100.48 469.75 -259.32 729.06 Top flg.spl 102.65 516.81 -249.35 766.16 Bot.flg.spl 102.65 516.81 -249.35 766.16 13 111.17 699.79 -214.85 914.64 14 121.86 783.31 -192.12 975.43 15 132.55 814.22 -282.39 1096.61 16 143.24 751.67 -372.42 1124.09 Top flg.spl 148.48 677.38 -418.42 1095.80 Bot.flg.spl 148.48 677.38 -418.42 1095.80 17 153.94 569.33 -467.75 1037.08 18 164.63 390.76 -568.23 958.99 19 175.32 282.08 -675.84 957.92 20 186.01 217.23 -1003.72 1220.95 21 201.09 360.39 -725.60 1085.98 Top flg.spl 209.00 602.43 -661.68 1264.11 Bot.flg.spl 209.00 602.43 -661.68 1264.11 22 216.17 798.20 -607.81 1406.01 23 231.25 1137.12 -507.01 1644.12 24 246.33 1330.97 -407.91 1738.88 25 261.41 1382.25 -321.96 1704.21 26 276.49 1318.62 -396.97 1715.60 27 291.57 1112.47 -486.65 1599.13 28 306.64 760.12 -573.58 1333.70 Top flg.spl 309.54 690.01 -592.23 1282.24 Bot.flg.spl 309.54 690.01 -592.23 1282.24 29 321.72 387.28 -677.36 1064.64 30 336.80 243.50 -902.89 1146.38 31 351.93 358.47 -741.55 1100.02 32 367.05 749.98 -620.55 1370.53 Top flg.spl 375.08 945.80 -587.49 1533.29 Bot.flg.spl 375.08 945.80 -587.49 1533.29 33 382.18 1073.78 -545.48 1619.26 34 397.30 1205.18 -415.89 1621.07 35 412.43 1192.82 -318.59 1511.41 36 427.55 1126.10 -403.67 1529.77 37 442.67 971.58 -497.97 1469.55 Top flg.spl 452.68 796.91 -560.38 1357.29 Bot.flg.spl 452.68 796.91 -560.38 1357.29 38 457.80 694.21 -598.83 1293.03 39 472.92 337.42 -738.39 1075.81 40 488.05 208.07 -926.41 1134.48 41 502.14 339.84 -601.36 941.20 42 516.24 698.84 -513.06 1211.90 Top flg.spl 517.06 720.16 -508.85 1229.01 Bot.flg.spl 517.06 720.16 -508.85 1229.01 43 530.33 1069.86 -455.06 1524.92 44 544.43 1305.09 -397.71 1702.80 45 558.52 1435.97 -327.84 1763.81 46 572.62 1459.29 -256.82 1716.11 47 586.71 1368.24 -188.08 1556.32 48 600.81 1135.26 -123.24 1258.50 49 614.90 700.35 -61.65 762.00 50 629.00 1.09 -0.84 1.93 Does not include 0.75 factor. Service Force Summary Tables Force Summary at Tenth Points (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 36 5 55 0 0 3 -3 0 0 8 7.91 27 4 48 249 36 345 -67 0 0 8 15.82 18 3 38 426 62 582 -134 0 0 8 23.73 7 1 36 518 76 727 -196 0 0 5 31.64 -3 0 -32 532 79 814 -258 0 0 5 39.55 -13 -2 -29 467 72 809 -314 0 0 3 47.45 -24 -3 -42 320 54 763 -371 0 0 3 55.36 -31 -4 -46 117 26 624 -432 0 0 -6 63.27 -42 -6 -61 -173 -13 460 -497 0 0 -6 71.18 -51 -7 -71 -532 -64 297 -613 0 0 -11 79.09 -63 -9 -68 -977 -125 245 -933 0 0 -11 79.09R 65 8 95 -977 -125 -68 -7 0 0 0 89.78 48 8 86 -372 -49 305 -460 0 0 11 100.48 34 12 74 67 6 651 -340 0 0 -8 111.17 20 13 59 342 41 906 -289 0 0 -5 121.86 3 16 43 462 57 1033 -333 0 0 -5 132.55 -14 -1 -48 405 53 1069 -416 0 0 3 143.24 -31 -3 -48 168 29 991 -501 0 0 6 153.94 -49 -5 -63 -257 -15 802 -603 0 0 6 164.63 -67 -7 -76 -880 -79 587 -831 0 0 8 175.32 -85 -9 -85 -1692 -162 398 -1222 0 0 -8 186.01 -103 -11 -88 -2698 -265 355 -1809 0 0 -8 186.01R 125 12 109 -2698 -265 -88 -9 0 0 0 201.09 99 10 94 -1010 -100 536 -976 0 0 -9 216.17 74 12 76 302 27 1049 -738 0 0 -8 231.25 48 13 58 1218 117 1448 -618 0 0 -6 246.33 22 16 50 1748 169 1688 -573 0 0 -4 261.41 -3 0 -44 1891 182 1771 -558 0 0 3 276.49 -29 -3 -52 1647 157 1689 -595 0 0 4 291.57 -55 -5 -61 1012 93 1439 -637 0 0 6 306.64 -81 -8 -72 -16 -9 1030 -735 0 0 8 321.72 -106 -10 -87 -1439 -149 574 -1116 0 0 8 336.80 -133 -13 -99 -3243 -327 446 -1978 0 0 8 336.80R 132 13 96 -3243 -327 -99 -13 0 0 0 351.93 104 11 87 -1450 -144 528 -1128 0 0 -8 367.05 73 8 72 -80 -2 993 -796 0 0 5 382.18 44 5 63 821 94 1359 -758 0 0 4 397.30 14 2 54 1279 145 1525 -676 0 0 3 412.43 -8 -1 48 1290 148 1522 -603 0 0 3 427.55 -30 -3 -45 970 114 1428 -611 0 0 4 442.67 -54 -6 -52 317 45 1241 -644 0 0 -5 457.80 -79 -8 -62 -701 -61 924 -753 0 0 -6 472.92 -103 -11 -75 -2096 -204 473 -1082 0 0 7 488.05 -130 -13 -89 -3863 -384 286 -1835 0 0 7 488.05R 157 16 95 -3863 -384 -89 -12 0 0 0 502.14 132 13 94 -1823 -183 467 -1047 0 0 7 516.24 107 11 82 -142 -16 964 -682 0 0 6 530.33 79 8 62 1167 115 1373 -576 0 0 5 544.43 53 5 59 2094 208 1637 -502 0 0 3 558.52 22 2 52 2667 267 1789 -415 0 0 4 572.62 -3 0 -47 2797 282 1805 -325 0 0 3 586.71 -26 -3 -50 2599 262 1692 -238 0 0 -4 600.81 -49 -5 -56 2069 208 1413 -156 0 0 -6 614.90 -73 -7 -67 1203 120 912 -78 0 0 -7 629.00 -98 -10 -87 0 0 1 -1 0 0 -7 Force Summary at Quarter Points (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 36 5 55 0 0 3 -3 0 0 8 19.77 12 2 45 481 70 661 -165 0 0 7 39.55 -13 -2 -29 467 72 809 -314 0 0 -3 59.32 -37 -5 -54 -19 8 542 -458 0 0 -6 79.09 -63 -9 -68 -977 -125 245 -933 0 0 -11 79.09R 65 8 95 -977 -125 -68 -7 0 0 0 105.82 27 13 66 223 26 795 -303 0 0 7 132.55 -14 -1 -48 405 53 1069 -416 0 0 3 159.28 -58 -6 -70 -545 -44 692 -696 0 0 -7 186.01 -103 -11 -88 -2698 -265 355 -1809 0 0 -8 186.01R 125 12 109 -2698 -265 -88 -9 0 0 0 223.71 61 13 66 809 77 1269 -668 0 0 7 261.41 -3 0 -44 1891 182 1771 -558 0 0 3 299.10 -68 -7 -66 548 47 1241 -651 0 0 -7 336.80 -133 -13 -99 -3243 -327 446 -1978 0 0 8 336.80R 132 13 96 -3243 -327 -99 -13 0 0 0 374.61 58 6 67 430 52 1188 -740 0 0 4 412.43 -8 -1 48 1290 148 1522 -603 0 0 3 450.24 -66 -7 -57 -146 -3 1099 -689 0 0 -5 488.05 -130 -13 -89 -3863 -384 286 -1835 0 0 7 488.05R 157 16 95 -3863 -384 -89 -12 0 0 0 523.29 93 9 73 559 54 1180 -596 0 0 5 558.52 22 2 52 2666 267 1789 -415 0 0 4 593.76 -38 -4 -53 2376 239 1573 -196 0 0 -4 629.00 -98 -10 -87 0 0 1 -1 0 0 -7 Force Summary at Brace Locations (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 36 5 55 0 0 3 -3 0 0 8 16.36 17 2 38 435 63 594 -139 0 0 8 32.35 -4 0 -34 529 79 817 -263 0 0 5 48.04 -25 -3 -43 307 52 756 -376 0 0 3 63.61 -43 -6 -61 -187 -15 453 -501 0 0 -6 79.09 -63 -9 -68 -977 -125 245 -933 0 0 -11 94.37 57 11 101 -164 -23 418 -365 0 0 8 109.64 22 13 61 312 37 878 -291 0 0 -6 124.92 -2 13 25 464 58 1053 -353 0 0 -4 140.19 -26 -3 -47 255 38 1024 -475 0 0 5 155.46 -51 -5 -65 -333 -23 773 -627 0 0 6 170.74 -77 -8 -82 -1321 -124 461 -1031 0 0 -3 186.01 -103 -11 -88 -2698 -265 355 -1809 0 0 -8 202.77 107 11 102 -845 -84 577 -920 0 0 -9 219.53 68 13 72 541 51 1148 -701 0 0 -7 236.30 39 14 54 1439 139 1546 -594 0 0 -5 253.05 11 11 19 1859 179 1745 -563 0 0 -2 269.81 -18 -2 -48 1803 173 1746 -578 0 0 3 286.57 -46 -5 -58 1266 119 1540 -617 0 0 5 303.32 -75 -7 -69 245 17 1125 -689 0 0 7 320.06 -103 -10 -85 -1264 -132 608 -1051 0 0 8 336.80 -133 -13 -99 -3243 -327 446 -1978 0 0 8 351.86 103 11 87 -1457 -145 527 -1130 0 0 -8 366.91 73 8 72 -90 -4 989 -797 0 0 5 381.96 44 5 63 811 93 1355 -759 0 0 4 397.00 15 2 54 1274 144 1523 -678 0 0 3 412.02 -7 -1 49 1294 149 1523 -604 0 0 3 427.04 -29 -3 -43 986 116 1432 -610 0 0 4 442.05 -53 -6 -52 351 49 1251 -642 0 0 -5 457.04 -78 -8 -61 -641 -55 943 -742 0 0 -6 472.23 -102 -10 -75 -2023 -197 488 -1058 0 0 6 488.05 -130 -13 -89 -3863 -384 286 -1835 0 0 7 505.60 153 15 109 -1378 -138 560 -918 0 0 6 523.20 93 9 73 551 53 1177 -597 0 0 5 540.84 60 6 60 1892 187 1581 -522 0 0 3 558.47 22 2 52 2665 267 1789 -416 0 0 4 576.10 -9 -1 -57 2778 280 1789 -304 0 0 2 593.74 -38 -4 -53 2376 239 1573 -196 0 0 -5 611.37 -67 -7 -64 1452 145 1076 -98 0 0 -7 629.00 -98 -10 -87 0 0 1 -1 0 0 -7 Shear on right side of pier is found in Service Shear table. Truck-lane Moment Range Girder 2 Truck-Lane Moment Ranges - k-ft Tenth Loc ---------- Truck --------- ---------- Lane ----------- Max LL+I Min LL+I Range Max LL+I Min LL+I Range 0 0.00 2.59 -2.85 5.43 2.10 -2.26 4.36 1 7.91 344.53 -66.80 411.33 247.98 -59.87 307.85 2 15.82 581.32 -133.20 714.52 431.52 -119.49 551.01 3 23.73 726.17 -194.16 920.34 551.54 -174.51 726.06 4 31.64 813.53 -255.37 1068.90 631.60 -229.43 861.03 5 39.55 806.46 -311.19 1117.65 648.99 -279.01 928.00 6 47.45 756.16 -368.24 1124.40 626.12 -329.42 955.54 7 55.36 611.73 -427.11 1038.84 540.26 -381.34 921.61 Top flg.spl 59.06 528.18 -456.91 985.09 485.55 -408.46 894.01 Bot.flg.spl 59.06 528.18 -456.91 985.09 485.55 -408.46 894.01 8 63.27 420.59 -492.61 913.20 411.93 -441.55 853.47 9 71.18 246.13 -577.79 823.92 297.25 -613.32 910.57 10 79.09 217.08 -668.31 885.39 245.04 -933.16 1178.20 11 89.78 290.71 -417.21 707.92 263.27 -445.09 708.35 12 100.48 651.44 -339.64 991.08 453.54 -253.33 706.88 Top flg.spl 102.65 711.44 -325.67 1037.11 497.86 -241.64 739.50 Bot.flg.spl 102.65 711.44 -325.67 1037.11 497.86 -241.64 739.50 13 111.17 902.13 -277.04 1179.17 689.09 -284.83 973.92 14 121.86 1028.18 -224.28 1252.46 819.53 -332.84 1152.37 15 132.55 1060.48 -322.88 1383.36 874.05 -415.77 1289.82 16 143.24 980.71 -425.15 1405.86 818.13 -501.40 1319.53 Top flg.spl 148.48 901.14 -477.83 1378.97 755.38 -548.97 1304.36 Bot.flg.spl 148.48 901.14 -477.83 1378.97 755.38 -548.97 1304.36 17 153.94 789.79 -534.62 1324.40 665.19 -602.55 1267.74 18 164.63 532.34 -649.66 1182.01 511.32 -830.83 1342.15 19 175.32 292.65 -806.41 1099.07 397.58 -1222.02 1619.59 20 186.01 263.60 -1199.89 1463.50 354.61 -1808.98 2163.59 21 201.09 491.04 -873.88 1364.92 474.44 -975.77 1450.21 Top flg.spl 209.00 798.83 -797.00 1595.83 680.47 -759.33 1439.80 Bot.flg.spl 209.00 798.83 -797.00 1595.83 680.47 -759.33 1439.80 22 216.17 1039.14 -731.90 1771.04 873.14 -633.94 1507.08 23 231.25 1425.06 -609.07 2034.14 1297.14 -589.61 1886.75 24 246.33 1641.30 -488.19 2129.49 1565.89 -572.75 2138.64 25 261.41 1696.56 -377.24 2073.79 1655.83 -558.41 2214.23 26 276.49 1626.49 -448.64 2075.13 1573.28 -594.82 2168.11 27 291.57 1395.78 -550.38 1946.16 1309.80 -636.75 1946.55 28 306.64 994.84 -649.09 1643.93 904.34 -734.91 1639.25 Top flg.spl 309.54 905.37 -670.32 1575.69 831.74 -786.24 1617.98 Bot.flg.spl 309.54 905.37 -670.32 1575.69 831.74 -786.24 1617.98 29 321.72 486.02 -767.41 1253.43 545.70 -1116.14 1661.84 30 336.80 283.00 -1046.09 1329.09 446.02 -1977.70 2423.72 31 351.93 448.06 -849.94 1298.00 507.14 -1127.23 1634.37 32 367.05 970.90 -707.02 1677.92 857.60 -795.69 1653.29 Top flg.spl 375.08 1182.48 -670.13 1852.61 1084.06 -781.26 1865.32 Bot.flg.spl 375.08 1182.48 -670.13 1852.61 1084.06 -781.26 1865.32 33 382.18 1322.05 -622.37 1944.42 1234.02 -758.06 1992.08 34 397.30 1470.75 -473.18 1943.93 1396.23 -675.95 2072.19 35 412.43 1482.18 -364.84 1847.01 1392.04 -603.22 1995.27 36 427.55 1407.95 -463.67 1871.61 1272.71 -610.81 1883.52 37 442.67 1227.83 -573.18 1801.01 1042.22 -643.71 1685.93 Top flg.spl 452.68 1036.72 -643.58 1680.30 825.46 -691.19 1516.65 Bot.flg.spl 452.68 1036.72 -643.58 1680.30 825.46 -691.19 1516.65 38 457.80 913.36 -687.73 1601.09 716.47 -752.72 1469.19 39 472.92 446.98 -850.63 1297.61 401.29 -1082.08 1483.37 40 488.05 237.72 -1073.81 1311.53 286.06 -1835.28 2121.33 41 502.14 419.90 -690.80 1110.70 426.71 -1046.81 1473.52 42 516.24 925.25 -583.96 1509.21 817.60 -681.73 1499.32 Top flg.spl 517.06 951.81 -578.98 1530.79 841.40 -668.43 1509.83 Bot.flg.spl 517.06 951.81 -578.98 1530.79 841.40 -668.43 1509.83 43 530.33 1335.56 -517.74 1853.30 1240.72 -575.79 1816.51 44 544.43 1611.95 -452.83 2064.78 1510.20 -502.49 2012.69 45 558.52 1765.25 -373.20 2138.45 1660.19 -415.22 2075.41 46 572.62 1791.96 -292.25 2084.21 1656.52 -325.39 1981.91 47 586.71 1684.63 -213.91 1898.54 1509.80 -238.04 1747.84 48 600.81 1410.25 -140.23 1550.48 1210.93 -155.66 1366.59 49 614.90 911.27 -70.21 981.48 730.89 -78.04 808.93 50 629.00 1.25 -0.99 2.24 1.26 -0.96 2.22 Range shown in this table not used for fatigue. Service Torque Girder 2 Service Torque - k-ft Tenth Location DL1 DL2 Max LL+I Min LL+I Range Point 0 0.00 0.05 0.11 7.85 -7.33 15.18 1 7.91 0.05 0.11 7.85 T -7.33 T 15.18 2 15.82 0.05 0.11 7.87 T -7.35 T 15.22 3 23.73 0.05 0.13 4.67 T -3.88 T 8.55 4 31.64 0.05 0.13 4.65 T -3.86 T 8.51 5 39.55 0.00 0.08 3.47 T -2.54 T 6.01 6 47.45 0.00 0.08 3.49 T -2.56 T 6.06 7 55.36 0.00 -0.06 6.06 T -6.16 T 12.22 TOP FLG.SPL 59.06 -0.05 -0.07 6.38 -6.60 12.98 BOT.FLG.SPL 59.06 -0.05 -0.07 6.38 -6.60 12.98 8 63.27 0.00 -0.06 6.07 T -6.13 T 12.20 9 71.18 -0.16 -0.33 7.55 L -11.41 L 18.96 10 79.09 -0.16 -0.33 7.55 L -11.41 L 18.96 11 89.78 0.07 0.25 10.87 T -8.78 L 19.65 12 100.48 0.00 0.01 6.96 T -7.85 T 14.81 TOP FLG.SPL 102.65 -0.01 -0.01 6.38 -7.47 13.85 BOT.FLG.SPL 102.65 -0.01 -0.01 6.38 -7.47 13.85 13 111.17 0.00 -0.02 4.77 T -5.36 L 10.12 14 121.86 0.00 -0.02 4.77 T -5.36 L 10.12 15 132.55 0.00 -0.01 3.48 T -3.16 L 6.63 16 143.24 0.00 0.00 5.54 T -4.68 L 10.22 TOP FLG.SPL 148.48 0.04 0.00 5.80 -4.87 10.67 BOT.FLG.SPL 148.48 0.04 0.00 5.80 -4.87 10.67 17 153.94 0.00 0.00 5.54 T -4.68 L 10.22 18 164.63 0.00 0.00 7.77 T -6.88 L 14.65 19 175.32 -0.10 -0.05 8.17 L -8.36 L 16.53 20 186.01 -0.23 -0.09 8.17 L -8.36 L 16.53 21 201.09 -0.23 -0.09 7.54 T -8.73 L 16.27 TOP FLG.SPL 209.00 -0.30 -0.09 6.91 -8.34 15.25 BOT.FLG.SPL 209.00 -0.30 -0.09 6.91 -8.34 15.25 22 216.17 -0.33 -0.09 6.24 T -7.77 T 14.01 23 231.25 -0.27 -0.07 4.54 T -5.86 T 10.41 24 246.33 -0.13 -0.03 3.37 T -4.10 L 7.46 25 261.41 0.06 0.03 2.98 T -2.88 L 5.86 26 276.49 0.21 0.07 4.02 T -3.25 L 7.27 27 291.57 0.32 0.10 5.88 T -4.51 L 10.39 28 306.64 0.31 0.08 7.75 T -6.22 L 13.97 TOP FLG.SPL 309.54 0.28 0.07 7.98 -6.49 14.47 BOT.FLG.SPL 309.54 0.28 0.07 7.98 -6.49 14.47 29 321.72 0.08 0.00 8.44 L -7.43 L 15.87 30 336.80 -0.15 -0.12 8.44 L -7.43 L 15.87 31 351.93 -0.22 -0.15 8.30 L -8.40 L 16.70 32 367.05 -0.11 -0.09 5.02 T -5.01 L 10.03 TOP FLG.SPL 375.08 -0.06 -0.05 4.38 -4.38 8.77 BOT.FLG.SPL 375.08 -0.06 -0.05 4.38 -4.38 8.77 33 382.18 0.00 -0.01 3.94 T -3.87 L 7.81 34 397.30 0.21 0.10 3.38 T -2.89 L 6.27 35 412.43 0.19 0.10 3.20 T -2.95 L 6.15 36 427.55 0.18 0.10 3.70 T -3.69 L 7.40 37 442.67 0.14 0.08 4.70 T -4.79 L 9.49 TOP FLG.SPL 452.68 0.07 0.06 5.44 -5.49 10.93 BOT.FLG.SPL 452.68 0.07 0.06 5.44 -5.49 10.93 38 457.80 0.00 0.04 5.78 T -5.80 L 11.59 39 472.92 -0.12 -0.04 6.66 T -6.50 L 13.16 40 488.05 -0.26 -0.13 6.66 L -6.50 L 13.16 41 502.14 -0.26 -0.13 6.61 L -6.31 L 12.92 42 516.24 -0.19 -0.10 5.70 T -4.69 L 10.39 TOP FLG.SPL 517.06 -0.18 -0.10 5.64 -4.59 10.24 BOT.FLG.SPL 517.06 -0.18 -0.10 5.64 -4.59 10.24 43 530.33 0.00 0.01 4.75 T -3.02 L 7.76 44 544.43 0.14 0.04 2.92 T -1.93 L 4.85 45 558.52 0.34 0.14 3.57 T -2.79 L 6.36 46 572.62 0.34 0.14 2.79 T -2.13 L 4.92 47 586.71 0.28 0.12 3.25 T -3.54 L 6.80 48 600.81 0.24 0.10 4.60 T -5.65 L 10.26 49 614.90 0.17 0.06 5.24 T -6.98 L 12.22 50 629.00 0.17 0.06 5.24 -6.98 12.22 Combined Factored Moment Girder 2 Combined Factored Moment - k-ft Tenth Pt Loc Tot Dead+Max LL+I Tot Dead+Min LL+I Moment shifting reflected in this table. 0 0.00 5.63 -6.22 1 7.91 1118.64 224.07 2 15.82 1896.45 341.94 3 23.73 2349.13 346.15 4 31.64 2561.70 234.77 5 39.55 2457.79 19.86 6 47.45 2142.17 -320.36 7 55.36 1540.37 -751.43 8 63.27 756.17 -1320.50 9 71.18 -129.09 -2105.94 10 79.09 -899.66 -3457.53 11 89.78 113.63 -1545.68 12 100.48 1508.98 -642.65 13 111.17 2464.68 -130.86 14 121.86 2918.34 -47.82 15 132.55 2915.71 -307.01 16 143.24 2407.16 -832.18 17 153.94 1388.09 -1661.54 18 164.63 28.83 -3050.03 19 175.32 -1547.98 -5064.12 20 186.01 -3082.21 -7779.36 21 201.09 -279.35 -3561.90 22 216.17 2706.98 -1173.38 23 231.25 4880.52 395.39 24 246.33 6156.65 1248.09 25 261.41 6539.93 1481.98 26 276.49 6011.65 1053.19 27 291.57 4561.62 54.79 28 306.64 2204.50 -1629.07 29 321.72 -819.67 -4488.76 30 336.80 -3671.60 -8933.49 31 351.93 -926.58 -4521.51 32 367.05 2049.30 -1834.19 33 382.18 4140.46 -455.68 34 397.30 5161.93 383.38 35 412.43 5174.63 560.34 36 427.55 4508.76 82.88 37 442.67 3164.87 -927.84 38 457.80 1015.67 -2624.27 39 472.92 -1962.66 -5339.26 40 488.05 -4900.36 -9505.78 41 502.14 -1592.67 -4879.47 42 516.24 1887.63 -1685.57 43 530.33 4647.38 415.92 44 544.43 6547.49 1902.12 45 558.52 7697.23 2912.25 46 572.62 7920.18 3295.75 47 586.71 7391.35 3202.31 48 600.81 6028.11 2621.47 49 614.90 3701.05 1550.76 50 629.00 2.72 -2.26 Contraflexure Points Contraflexure Points Service Noncomposite Dead 58.86 ft 98.56 ft 148.06 ft 212.26 ft 306.45 ft 368.13 ft 448.00 ft 517.60 ft Top flange tension for region between contraflexure pts. 58.86 - 98.56 148.06 - 212.26 306.45 - 368.13 448.00 - 517.60 Bottom flange tension for region between contraflexure pts. Service Tot Dead+Max LL+I 67.19 ft 91.35 ft 160.48 ft 205.46 ft 314.23 ft 359.50 ft 459.21 ft 511.04 ft Top flange tension for region between contraflexure pts. 67.19 - 91.35 160.48 - 205.46 314.23 - 359.50 459.21 - 511.04 Bottom flange tension for region between contraflexure pts. Service Tot Dead+Min LL+I 47.53 ft 107.51 ft 134.28 ft 220.85 ft 298.05 ft 379.38 ft 438.04 ft 523.14 ft Top flange tension for region between contraflexure pts. 47.53 - 107.51 134.28 - 220.85 298.05 - 379.38 438.04 - 523.14 Bottom flange tension for region between contraflexure pts. Factored Tot Dead+Max LL+I 68.38 ft 89.78 ft 164.63 ft 204.13 ft 315.75 ft 358.52 ft 461.20 ft 509.74 ft Top flange tension for region between contraflexure pts. 68.38 - 89.78 164.63 - 204.13 315.75 - 358.52 461.20 - 509.74 Bottom flange tension for region between contraflexure pts. Factored Tot Dead+Min LL+I 44.31 ft 223.26 ft 295.61 ft 383.26 ft 434.45 ft 525.00 ft Top flange tension for region between contraflexure pts. 44.31 - 223.26 295.61 - 383.26 434.45 - 525.00 Bottom flange tension for region between contraflexure pts. Factored Composite Dead 60.81 ft 99.06 ft 150.80 ft 212.52 ft 305.51 ft 367.36 ft 449.80 ft 517.75 ft Top flange tension for region between contraflexure pts. 60.81 - 99.06 150.80 - 212.52 305.51 - 367.36 449.80 - 517.75 Bottom flange tension for region between contraflexure pts. Total Dead + 1.67 Min LL+I - 10.57 Overload 40.10 ft 226.73 ft 292.17 ft 389.18 ft 429.17 ft 527.19 ft Top flange tension for region between contraflexure pts. 40.10 - 226.73 292.17 - 389.18 429.17 - 527.19 Bottom flange tension for region between contraflexure pts. Factored DC1+DC2 59.09 ft 98.61 ft 148.33 ft 212.16 ft 306.36 ft 368.05 ft 448.18 ft 517.61 ft Top flange tension for region between contraflexure pts. 59.09 - 98.61 148.33 - 212.16 306.36 - 368.05 448.18 - 517.61 Bottom flange tension for region between contraflexure pts. Dimensions Girder 2 Dimensions Tenth -Top Flange- ----Web---- -Bot Flange- Area Point Loc tfw tft wd wt bfw bft weld weld 0 0.00 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 1 7.91 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 2 15.82 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 3 23.73 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 4 31.64 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 5 39.55 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 6 47.45 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 7 55.36 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 SpL 59.06 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 SpR 59.06 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 8 63.27 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 9 71.18 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 10 79.09 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 11 89.78 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 12 100.48 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 SpL 102.65 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 SpR 102.65 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.260 84.86 13 111.17 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.260 84.86 14 121.86 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.260 84.86 15 132.55 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.260 84.86 16 143.24 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.260 84.86 SpL 148.48 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.260 84.86 SpR 148.48 24.02 2.047 5/16 48.03 0.625 5/16 24.02 2.047 128.35 17 153.94 24.02 2.047 5/16 48.03 0.625 5/16 24.02 2.047 128.35 18 164.63 24.02 2.047 5/16 56.71 0.625 5/16 24.02 2.047 133.78 19 175.32 24.02 2.047 5/16 67.50 0.625 5/16 24.02 2.047 140.52 20 186.01 24.02 2.047 5/16 70.00 0.625 5/16 24.02 2.047 142.08 21 201.09 24.02 2.047 5/16 70.00 0.625 5/16 24.02 2.047 142.08 SpL 209.00 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.047 150.83 SpR 209.00 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 22 216.17 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 23 231.25 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 24 246.33 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 25 261.41 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 26 276.49 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 27 291.57 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 28 306.64 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 SpL 309.54 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 SpR 309.54 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 29 321.72 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 30 336.80 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 31 351.93 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 32 367.05 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpL 375.08 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpR 375.08 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 33 382.18 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 34 397.30 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 35 412.43 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 36 427.55 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 37 442.67 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 SpL 452.68 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 SpR 452.68 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 38 457.80 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 39 472.92 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 40 488.05 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 41 502.14 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 42 516.24 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpL 517.06 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpR 517.06 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 43 530.33 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 44 544.43 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 45 558.52 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 46 572.62 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 47 586.71 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 48 600.81 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 49 614.90 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 50 629.00 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 Theoretical Flange Splice Locations Tenth Pt Range Location 7 - 8 a 12 - 13 a 16 - 17 a 21 - 22 a 28 - 29 a 32 - 33 a 37 - 38 a 42 - 43 a a. Splice not required in this range. Stiffener Spacing Panel Panel Uniform Start End in Panel 0.00 16.36 ft 1 @ 196.30 in 16.36 32.35 ft 1 @ 191.93 in 32.35 48.04 ft 1 @ 188.27 in 48.04 63.62 ft 1 @ 186.89 in 63.62 79.09 ft 1 @ 185.71 in 79.09 94.36 ft 1 @ 183.26 in 94.36 109.63 ft 1 @ 183.23 in 109.63 140.18 ft 2 @ 183.27 in 140.18 155.45 ft 1 @ 183.23 in 155.45 170.73 ft 1 @ 183.39 in 170.73 186.01 ft 1 @ 183.41 in 186.01 202.76 ft 1 @ 200.96 in 202.76 236.28 ft 2 @ 201.14 in 236.28 253.04 ft 1 @ 201.10 in 253.04 286.55 ft 2 @ 201.06 in 286.55 303.30 ft 1 @ 200.98 in 303.30 320.04 ft 1 @ 200.91 in 320.04 336.80 ft 1 @ 201.11 in 336.80 351.84 ft 1 @ 180.50 in 351.84 366.90 ft 1 @ 180.63 in 366.90 381.94 ft 1 @ 180.55 in 381.94 396.98 ft 1 @ 180.43 in 396.98 412.00 ft 1 @ 180.31 in 412.00 427.02 ft 1 @ 180.24 in 427.02 442.03 ft 1 @ 180.04 in 442.03 457.02 ft 1 @ 179.96 in 457.02 472.21 ft 1 @ 182.24 in 472.21 488.05 ft 1 @ 190.05 in 488.05 505.58 ft 1 @ 210.35 in 505.58 523.18 ft 1 @ 211.26 in 523.18 611.36 ft 5 @ 211.61 in 611.36 629.00 ft 1 @ 211.68 in Bearing Stiffeners Location Width Thickness 0.00 10.75 1.125 79.09 10.75 1.125 186.01 10.75 1.125 336.80 10.75 1.125 488.05 10.75 1.125 629.00 10.75 1.125 Transverse Stiffeners Web Section Width Thickness 1 7.00 0.406 2 7.00 0.406 Elastic Section Properties for Stiffness Analysis Girder 2 Elastic Section Properties for Stiffness Analysis ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 35354. 25.04 25.04 78254. 40.85 9.22 56037. 32.69 17.39 1 35354. 25.04 25.04 79924. 41.47 8.61 57218. 33.12 16.96 2 35354. 25.04 25.04 81476. 42.03 8.05 58353. 33.54 16.54 3 35354. 25.04 25.04 82910. 42.56 7.52 59434. 33.94 16.14 4 35354. 25.04 25.04 84260. 43.05 7.03 60483. 34.32 15.75 5 35354. 25.04 25.04 85514. 43.50 6.58 61484. 34.69 15.39 6 35354. 25.04 25.04 86318. 43.80 6.28 62141. 34.94 15.14 7 35354. 25.04 25.04 86318. 43.80 6.28 62141. 34.94 15.14 8 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 9 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 10 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 11 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 12 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 13 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 14 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 15 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 16 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 17 67457. 26.06 26.06 131955. 40.74 11.39 97587. 32.94 19.19 18 94412. 30.40 30.40 177760. 46.57 14.24 133005. 37.90 22.91 19 134954. 35.80 35.80 245500. 53.72 17.88 185603. 44.02 27.58 20 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 21 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 22 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 23 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 24 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 25 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 26 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 27 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 28 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 29 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 30 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 31 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 32 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 33 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 34 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 35 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 36 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 37 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 38 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 39 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 40 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 41 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 42 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 43 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 44 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 45 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 46 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 47 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 48 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 49 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 50 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 Elastic Section Properties for Pos Mom Stress Girder 2 Elastic Section Properties for Pos Mom Stress ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 35354. 25.04 25.04 78254. 40.85 9.22 56037. 32.69 17.39 1 35354. 25.04 25.04 79924. 41.47 8.61 57218. 33.12 16.96 2 35354. 25.04 25.04 81476. 42.03 8.05 58353. 33.54 16.54 3 35354. 25.04 25.04 82910. 42.56 7.52 59434. 33.94 16.14 4 35354. 25.04 25.04 84260. 43.05 7.03 60483. 34.32 15.75 5 35354. 25.04 25.04 85514. 43.50 6.58 61484. 34.69 15.39 6 35354. 25.04 25.04 86318. 43.80 6.28 62141. 34.94 15.14 7 35354. 25.04 25.04 86318. 43.80 6.28 62141. 34.94 15.14 8 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 9 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 10 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 11 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 12 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 13 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 14 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 15 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 16 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 17 67457. 26.06 26.06 131955. 40.74 11.39 97587. 32.94 19.19 18 94412. 30.40 30.40 177760. 46.57 14.24 133005. 37.90 22.91 19 134954. 35.80 35.80 245500. 53.72 17.88 185603. 44.02 27.58 20 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 21 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 22 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 23 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 24 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 25 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 26 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 27 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 28 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 29 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 30 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 31 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 32 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 33 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 34 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 35 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 36 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 37 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 38 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 39 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 40 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 41 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 42 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 43 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 44 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 45 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 46 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 47 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 48 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 49 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 50 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 Elastic Section Properties for Neg Mom Stress Girder 2 Elastic Section Properties for Neg Mom Stress ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 1 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 2 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 3 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 4 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 5 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 6 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 7 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 8 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 9 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 10 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 11 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 12 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 13 38704. 23.59 26.72 48058. 26.64 23.67 48058. 26.64 23.67 14 38704. 23.59 26.72 48058. 26.64 23.67 48058. 26.64 23.67 15 38704. 23.59 26.72 48058. 26.64 23.67 48058. 26.64 23.67 16 38704. 23.59 26.72 48058. 26.64 23.67 48058. 26.64 23.67 17 67457. 26.06 26.06 76211. 28.04 24.08 76211. 28.04 24.08 18 94412. 30.40 30.40 105535. 32.55 28.26 105535. 32.55 28.26 19 134954. 35.80 35.80 149422. 38.13 33.47 149422. 38.13 33.47 20 145505. 37.05 37.05 160812. 39.42 34.68 160812. 39.42 34.68 21 145505. 37.05 37.05 160812. 39.42 34.68 160812. 39.42 34.68 22 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 23 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 24 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 25 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 26 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 27 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 28 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 29 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 30 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 31 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 32 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 33 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 34 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 35 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 36 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 37 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 38 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 39 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 40 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 41 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 42 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 43 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 44 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 45 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 46 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 47 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 48 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 49 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 50 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 Service Moment - Steel and Concrete Tenth Pt Location Steel Concrete 0 0.00 0. 0. 1 7.91 61. 188. 2 15.82 104. 321. 3 23.73 127. 391. 4 31.64 131. 400. 5 39.55 116. 351. 6 47.45 83. 237. 7 55.36 36. 82. 8 63.27 -30. -142. 9 71.18 -111. -420. 10 79.09 -210. -767. 11 89.78 -76. -297. 12 100.48 20. 46. 13 111.17 77. 264. 14 121.86 91. 371. 15 132.55 64. 341. 16 143.24 -3. 171. 17 153.94 -114. -143. 18 164.63 -276. -603. 19 175.32 -494. -1198. 20 186.01 -768. -1931. 21 201.09 -251. -759. 22 216.17 154. 148. 23 231.25 430. 788. 24 246.33 586. 1162. 25 261.41 620. 1271. 26 276.49 532. 1115. 27 291.57 320. 692. 28 306.64 -16. 0. 29 321.72 -476. -963. 30 336.80 -1051. -2192. 31 351.93 -484. -966. 32 367.05 -42. -38. 33 382.18 260. 561. 34 397.30 413. 866. 35 412.43 424. 867. 36 427.55 326. 644. 37 442.67 119. 198. 38 457.80 -205. -496. 39 472.92 -648. -1448. 40 488.05 -1203. -2660. 41 502.14 -579. -1244. 42 516.24 -61. -82. 43 530.33 347. 820. 44 544.43 638. 1456. 45 558.52 820. 1847. 46 572.62 861. 1936. 47 586.71 799. 1800. 48 600.81 635. 1434. 49 614.90 369. 834. 50 629.00 0. 0. Service Torque - Steel and Concrete Tenth Pt Location Steel Concrete 0 0.00 0.01 0.04 1 7.91 0.01 0.04 2 15.82 0.01 0.04 3 23.73 0.01 0.04 4 31.64 0.01 0.04 5 39.55 0.01 0.02 6 47.45 0.01 0.02 7 55.36 0.00 -0.03 8 63.27 0.00 -0.03 9 71.18 -0.03 -0.12 10 79.09 -0.22 0.07 11 89.78 0.00 0.07 12 100.48 -0.01 0.01 13 111.17 0.00 -0.02 14 121.86 0.00 -0.02 15 132.55 0.01 -0.01 16 143.24 0.02 0.02 17 153.94 0.02 0.02 18 164.63 0.01 0.02 19 175.32 -0.04 -0.06 20 186.01 -0.08 -0.16 21 201.09 -0.08 -0.16 22 216.17 -0.11 -0.22 23 231.25 -0.09 -0.18 24 246.33 -0.04 -0.09 25 261.41 0.02 0.04 26 276.49 0.07 0.14 27 291.57 0.10 0.22 28 306.64 0.10 0.21 29 321.72 0.02 0.05 30 336.80 -0.05 -0.10 31 351.93 -0.07 -0.14 32 367.05 -0.05 -0.07 33 382.18 0.00 0.01 34 397.30 0.06 0.15 35 412.43 0.06 0.13 36 427.55 0.06 0.12 37 442.67 0.05 0.09 38 457.80 0.02 0.01 39 472.92 -0.03 -0.09 40 488.05 -0.08 -0.18 41 502.14 -0.08 -0.18 42 516.24 -0.06 -0.13 43 530.33 -0.01 0.00 44 544.43 0.04 0.10 45 558.52 0.10 0.24 46 572.62 0.10 0.24 47 586.71 0.09 0.19 48 600.81 0.08 0.16 49 614.90 0.06 0.11 50 629.00 0.06 0.11 Plastic Section Properties Girder 2 Plastic Section Properties Tenth C C a C' Ybar Dp D' Pos Mom Neg Mom Point (10- (10- (10- (10- (10-127 Mu Mu 123) 124) 125) 126) 10-128) (k-ft) (k-ft) 0 noncmpct noncmpct 1 2268 3962 8.07 846.9 0.70 13.66 5.88 8519.33* noncmpct 2 2425 3962 8.07 768.6 0.64 13.59 5.88 8994.18* noncmpct 3 2579 3962 8.07 691.5 0.58 13.53 5.88 9096.80* noncmpct 4 2733 3962 8.07 614.4 0.51 13.46 5.88 9198.46* noncmpct 5 2885 3962 8.07 538.5 0.45 13.40 5.88 9297.69* noncmpct 6 2987 3962 8.07 487.5 0.41 13.36 5.88 9363.96* noncmpct 7 2987 3962 8.07 487.5 0.41 13.36 5.88 9363.96* noncmpct 8 noncmpct noncmpct 9 noncmpct noncmpct 10 noncmpct noncmpct 43 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 43 46.64 19790.94* 44 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 44 46.64 19790.94* 45 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 45 46.64 19790.94* 46 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 46 46.64 19790.94* 47 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 47 46.64 19790.94* 48 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 48 46.64 19790.94* 49 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 49 46.64 19790.94* 50 13.08 noncmpct 19790.94* * Plastic modulus Z is Mp/Fy Elastic Noncomposite Section Properties at Web Splices Girder 2 Elastic Noncomposite Section Properties at Web Splices Splice Web Top Flg Bott Flg Area I na na Location wd wt tfw tft bfw bft (in2) (in4) from from Bott Top 208.35L 70.00 0.625 24.02 2.05 24.02 2.05 142.1 145505. 37.05 37.05 208.35R 70.00 0.750 24.02 2.05 24.02 2.05 150.8 149078. 37.05 37.05 Service Load Effects at Web Splices Girder 2 Summary of Service Load Effects at Web Splice Locations Splice Location 208.35 Dead Load Noncomp Shr Comp Shr Noncomp Mom Comp Mom 86.6 10.2 -331.6 -34.4 Live Load + Imp - Truck Max Shr Range Max Mom Min Mom 82.7 94.5 798.8 -797.0 Live Load + Imp - Lane Max Shr Range Max Mom Min Mom 70.9 95.5 680.5 -759.3 Concurrent moment for max shear of 82.7 = 575.5 Concurrent shear for max moment of 798.8 = 84.4 Concurrent shear for min moment of -797.0 = 17.1 Parabolic interpolation used in this table. Shear Strength at Web Splices Girder 2 Shear Strength at Web Splices Splice Web Web t Web t Stiff Factored Shear Perf Shear Perf Location Depth Left Right Spcng Shear Strngth Ratio Strngth Ratio of of at Spl Left of Right of Spl Spl Splice Splice ft in in in in k k k 208.35 70.00 0.625 0.750 201.14 312.11 445.84 0.700 770.42 0.405 Service Torque at Web Splices From Curvature Service Torque at Web Splices from Curvature -k-ft Splice Dead Live Location 208.35 -0.40 -8.34 Top Flange Factored Bending Stress - Group I Loading Girder 2 Grp I Factored Bending Stresses - ksi Tenth Loc ------------------ Top Flange ------------------- Point Noncomp Comp Max Min LL+I Tot Allow Ratio Dead Dead LL+I LL+I Rng 0 0.00 0.0 0.0 0.0 0.1 0.1 0.1 50.0 0.001 1 7.91 -2.7 -0.2 -1.0 0.9 1.8 -3.9 50.0 0.078 2 15.82 -4.7 -0.3 -1.5 1.8 3.3 -6.5 50.0 0.129 3 23.73 -5.7 -0.3 -1.7 2.6 4.3 -7.8 50.0 0.155 4 31.64 -5.9 -0.3 -1.8 3.4 5.1 -8.0 50.0 0.159 5 39.55 -5.2 -0.3 -1.6 4.1 5.7 -7.1 50.0 0.141 6 47.45 -3.5 -0.2 -1.4 4.8 6.3 -5.2 50.0 0.104 7 55.36 -1.3 -0.1 -1.2 5.6 6.8 4.2 50.0 0.085 Top Flg.Spl. 0.1 0.0 -1.0 6.0 7.1 6.1 50.0 0.121 Top Flg.Spl. 0.1 0.0 -1.1 5.3 6.4 5.3 50.0 0.107 8 63.27 1.6 0.1 -0.9 5.7 6.7 7.4 50.0 0.148 9 71.18 4.9 0.4 -0.6 7.0 7.7 12.4 50.0 0.248 10 79.09 9.1 0.9 -0.5 10.7 11.2 20.6 50.0 0.412 11 89.78 3.5 0.3 -0.6 5.3 5.9 9.1 50.0 0.181 12 100.48 -0.6 0.0 -1.3 3.9 5.2 3.3 50.0 0.065 Top Flg.Spl. -1.3 -0.1 -1.5 3.7 5.2 -2.8 50.0 0.055 Top Flg.Spl. -1.5 -0.1 -1.5 4.2 5.6 -3.0 50.0 0.060 13 111.17 -3.7 -0.2 -1.9 3.7 5.6 -5.7 50.0 0.114 14 121.86 -5.0 -0.2 -2.1 4.3 6.4 -7.3 50.0 0.146 15 132.55 -4.4 -0.2 -2.2 5.3 7.5 -6.8 50.0 0.135 16 143.24 -1.8 -0.1 -2.0 6.4 8.5 4.5 50.0 0.090 Top Flg.Spl. 0.2 0.0 -1.9 7.0 8.9 7.2 50.0 0.144 Top Flg.Spl. 0.1 0.0 -2.1 4.5 6.6 4.6 50.0 0.092 17 153.94 1.5 0.1 -1.8 5.0 6.8 6.6 50.0 0.132 18 164.63 4.4 0.3 -1.2 5.8 7.0 10.5 50.0 0.211 19 175.32 7.0 0.6 -0.8 7.1 7.9 14.7 50.0 0.294 20 186.01 10.7 0.9 -0.7 10.2 10.8 21.8 50.0 0.435 21 201.09 4.0 0.3 -1.0 5.5 6.5 9.8 50.0 0.196 Top Flg.Spl. 1.1 0.1 -1.5 4.6 6.1 5.8 50.0 0.115 Top Flg.Spl. 1.0 0.1 -1.5 4.6 6.1 5.7 50.0 0.114 22 216.17 -1.2 -0.1 -2.0 4.0 6.0 -3.2 50.0 0.064 23 231.25 -4.7 -0.3 -2.7 3.4 6.1 -7.6 50.0 0.153 24 246.33 -6.7 -0.4 -3.2 3.1 6.3 -10.2 50.0 0.204 25 261.41 -7.2 -0.4 -3.3 3.0 6.4 -11.0 50.0 0.219 26 276.49 -6.3 -0.3 -3.2 3.2 6.4 -9.8 50.0 0.196 27 291.57 -3.9 -0.2 -2.7 3.5 6.2 -6.8 50.0 0.135 28 306.64 0.1 0.0 -1.9 4.0 5.9 4.1 50.0 0.082 Top Flg.Spl. 1.0 0.1 -1.8 4.3 6.1 5.4 50.0 0.108 Top Flg.Spl. 1.1 0.1 -1.8 4.6 6.4 5.8 50.0 0.116 29 321.72 6.0 0.5 -1.1 6.5 7.6 13.0 50.0 0.260 30 336.80 13.4 1.1 -0.8 11.6 12.4 26.1 50.0 0.522 31 351.93 6.0 0.5 -1.0 6.6 7.6 13.1 50.0 0.262 32 367.05 0.3 0.0 -1.9 4.6 6.5 5.0 50.0 0.100 Top Flg.Spl. -1.9 -0.1 -2.3 4.6 6.9 -4.3 50.0 0.086 Top Flg.Spl. -2.1 -0.1 -2.4 5.1 7.4 -4.7 50.0 0.093 33 382.18 -3.9 -0.2 -2.7 4.9 7.6 -6.8 50.0 0.135 34 397.30 -6.0 -0.4 -3.0 4.4 7.4 -9.4 50.0 0.187 35 412.43 -6.1 -0.4 -3.0 3.9 6.9 -9.4 50.0 0.189 36 427.55 -4.6 -0.3 -2.8 4.0 6.8 -7.7 50.0 0.153 37 442.67 -1.5 -0.1 -2.4 4.2 6.6 -4.0 50.0 0.081 Top Flg.Spl. 1.5 0.1 -2.1 4.5 6.5 6.0 50.0 0.121 Top Flg.Spl. 1.3 0.1 -2.0 4.0 6.0 5.4 50.0 0.108 38 457.80 2.9 0.2 -1.8 4.4 6.1 7.5 50.0 0.150 39 472.92 8.7 0.7 -0.9 6.3 7.2 15.7 50.0 0.314 40 488.05 16.0 1.3 -0.5 10.7 11.3 28.1 50.0 0.561 41 502.14 7.6 0.6 -0.9 6.1 7.0 14.3 50.0 0.286 42 516.24 0.6 0.1 -1.8 4.0 5.8 4.6 50.0 0.092 Top Flg.Spl. 0.2 0.0 -1.9 3.9 5.8 4.2 50.0 0.083 Top Flg.Spl. 0.3 0.0 -2.0 4.3 6.3 4.6 50.0 0.092 43 530.33 -5.5 -0.3 -2.7 3.7 6.4 -8.5 50.0 0.169 44 544.43 -9.8 -0.5 -3.2 3.3 6.5 -13.6 50.0 0.272 45 558.52 -12.5 -0.7 -3.5 2.7 6.2 -16.7 50.0 0.324 46 572.62 -13.1 -0.7 -3.6 2.1 5.7 -17.4 50.0 0.334 47 586.71 -12.2 -0.6 -3.3 1.5 4.9 -16.2 50.0 0.311 48 600.81 -9.7 -0.5 -2.8 1.0 3.8 -13.0 50.0 0.254 49 614.90 -5.7 -0.3 -1.8 0.5 2.3 -7.8 50.0 0.155 50 629.00 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.000 Governing expression for allowable compression stress Tenth Pt Expression 1 compact 2 compact 3 compact 4 compact 5 compact 6 compact 7 compact 12 (5-8) 13 (5-8) 14 (5-8) 15 (5-8) 16 compact 22 compact 23 compact 24 compact 25 compact 26 compact 27 compact 33 compact 34 compact 35 compact 36 compact 37 compact 43 compact 44 compact 45 compact 46 compact 47 compact 48 compact 49 compact Perf. ratio for compact section is (factored mom/mom strength) if this is less than (total stress/allowable stress). Grp I Top Flange Factored Lateral Bending Stress Tenth Noncomp Dead Comp Dead Max LL+I Min LL+I Pt Lat Mom fw Lat Mom fw Lat Mom fw Lat Mom fw k-ft ksi k-ft ksi k-ft ksi k-ft ksi 0 0.00 0.00 composite 1 0.00 0.00 composite 2 0.00 0.00 composite 3 0.00 0.00 composite 4 0.00 0.00 composite 5 0.00 0.00 composite 6 0.00 0.00 composite 7 0.00 0.00 composite Top.Flg.Spl 0.00 0.00 composite Top.Flg.Spl 0.00 0.00 composite 8 0.00 0.00 composite 9 0.00 0.00 composite 10 0.00 0.00 composite 11 -1.93 0.19 composite 12 -0.90 0.00 composite Top.Flg.Spl -0.94 0.09 composite Top.Flg.Spl -0.94 0.11 composite 13 1.04 0.13 composite 14 0.38 0.05 composite 15 -1.45 0.18 composite 16 -0.03 0.00 composite Top.Flg.Spl -1.13 0.00 composite Top.Flg.Spl -1.11 0.00 composite 17 1.29 0.08 composite 18 -2.09 0.13 composite 19 -3.32 0.20 composite 20 16.38 1.00 composite 21 1.21 0.07 composite Top.Flg.Spl -1.67 0.10 composite Top.Flg.Spl -1.66 0.10 composite 22 -0.24 0.01 composite 23 -1.21 0.07 composite 24 -5.45 0.33 composite 25 -7.06 0.43 composite 26 -4.96 0.30 composite 27 -0.57 0.03 composite 28 -1.35 0.00 composite Top.Flg.Spl -2.87 0.18 composite Top.Flg.Spl -2.88 0.19 composite 29 2.79 0.18 composite 30 22.59 1.49 composite 31 8.90 0.59 composite 32 0.49 0.00 composite Top.Flg.Spl -1.28 0.08 composite Top.Flg.Spl -1.28 0.11 composite 33 4.58 0.38 composite 34 6.97 0.58 composite 35 6.83 0.57 composite 36 5.05 0.42 composite 37 1.58 0.13 composite Top.Flg.Spl -0.46 0.04 composite Top.Flg.Spl -0.46 0.03 composite 38 2.46 0.16 composite 39 9.48 0.63 composite 40 29.63 1.96 composite 41 -3.82 0.25 composite 42 -3.97 0.26 composite Top.Flg.Spl -3.62 0.00 composite Top.Flg.Spl -3.61 0.00 composite 43 0.00 0.00 composite 44 0.00 0.00 composite 45 0.00 0.00 composite 46 0.00 0.00 composite 47 0.00 0.00 composite 48 0.00 0.00 composite 49 0.00 0.00 composite 50 0.00 0.00 composite Dabrowski sign convention: +fw/fb ratio used for allowable stress. (See 2003 Guide spec. commentary C5.1) First of two splice entries is to left of splice, second is to right of splice. Bottom Flange Factored Bending Stress - Group I Loading Girder 2 Grp I Factored Bending Stresses - ksi Tenth Loc ----------------- Bottom Flange ----------------- Point Noncomp Comp Max Min LL+I Wind Tot Allow Ratio Dead Dead LM+I LL+I Rng 0 0.00 0.0 0.0 0.0 -0.1 0.1 0.0 -0.1 48.3 0.001 1 7.91 2.7 0.3 4.7 -1.1 5.8 0.0 7.7 50.0 0.131 2 15.82 4.7 0.6 7.8 -2.2 10.1 0.0 13.1 50.0 0.211 3 23.73 5.7 0.7 9.7 -3.3 13.0 0.0 16.1 50.0 0.258 4 31.64 5.9 0.7 10.8 -4.3 15.1 0.0 17.4 50.0 0.278 5 39.55 5.2 0.6 10.7 -5.2 16.0 0.0 16.5 50.0 0.264 6 47.45 3.5 0.5 10.1 -6.2 16.3 0.0 14.1 50.0 0.229 7 55.36 1.3 0.2 8.2 -7.2 15.5 0.0 9.8 50.0 0.164 Bot.Flg.Spl. -0.1 0.1 7.3 -7.7 15.0 0.0 -7.7 50.0 0.154 Bot.Flg.Spl. -0.1 0.1 6.3 -6.6 12.9 0.0 -6.6 50.0 0.132 8 63.27 -1.6 -0.1 5.3 -7.1 12.4 0.0 -8.8 48.4 0.182 9 71.18 -4.9 -0.5 3.4 -8.8 12.2 0.0 -14.2 48.5 0.294 10 79.09 -9.1 -1.1 2.8 -13.3 16.1 0.0 -23.5 48.5 0.484 11 89.78 -3.5 -0.4 3.5 -6.6 10.1 0.0 -10.4 42.8 0.244 12 100.48 0.6 0.0 7.5 -4.9 12.3 0.0 8.2 49.9 0.163 Bot.Flg.Spl. 1.3 0.1 8.2 -4.6 12.8 0.0 9.5 49.9 0.191 Bot.Flg.Spl. 1.3 0.1 8.2 -4.7 12.8 0.0 9.6 49.9 0.192 13 111.17 3.2 0.3 10.4 -4.2 14.6 0.0 14.0 49.9 0.280 14 121.86 4.4 0.4 11.9 -4.8 16.7 0.0 16.7 50.0 0.334 15 132.55 3.9 0.4 12.3 -6.0 18.3 0.0 16.5 49.8 0.332 16 143.24 1.6 0.2 11.4 -7.2 18.6 0.0 13.2 50.0 0.264 Bot.Flg.Spl. -0.2 0.1 10.5 -7.9 18.4 0.0 -8.0 41.4 0.194 Bot.Flg.Spl. -0.1 0.1 7.3 -5.3 12.6 0.0 -5.3 48.5 0.109 17 153.94 -1.5 -0.1 6.5 -5.8 12.2 0.0 -7.4 48.5 0.153 18 164.63 -4.4 -0.4 4.0 -6.7 10.7 0.0 -11.5 43.2 0.267 19 175.32 -7.0 -0.6 2.3 -8.2 10.4 0.0 -15.8 43.1 0.368 20 186.01 -10.7 -1.0 1.9 -11.6 13.5 0.0 -23.3 40.9 0.569 21 201.09 -4.0 -0.4 2.9 -6.2 9.2 0.0 -10.6 48.2 0.220 Bot.Flg.Spl. -1.1 -0.1 4.3 -5.2 9.5 0.0 -6.4 48.2 0.132 Bot.Flg.Spl. -1.0 -0.1 4.0 -4.8 8.8 0.0 -5.9 47.8 0.123 22 216.17 1.1 0.1 5.1 -4.2 9.4 0.0 6.3 50.0 0.126 23 231.25 4.4 0.4 7.1 -3.6 10.6 0.0 11.8 49.9 0.237 24 246.33 6.3 0.5 8.3 -3.3 11.6 0.0 15.1 49.8 0.302 25 261.41 6.8 0.6 8.7 -3.2 11.9 0.0 16.0 49.7 0.322 26 276.49 5.9 0.5 8.3 -3.4 11.7 0.0 14.7 49.8 0.294 27 291.57 3.6 0.3 7.0 -3.7 10.7 0.0 11.0 50.0 0.219 28 306.64 -0.1 0.0 5.0 -4.2 9.3 0.0 5.0 47.8 0.104 Bot.Flg.Spl. -0.9 -0.1 4.6 -4.5 9.2 0.0 -5.6 47.8 0.116 Bot.Flg.Spl. -1.1 -0.1 5.3 -5.2 10.5 0.0 -6.4 48.2 0.133 29 321.72 -6.0 -0.6 3.2 -7.4 10.6 0.0 -14.0 48.2 0.290 30 336.80 -13.4 -1.3 2.5 -13.1 15.6 0.0 -27.9 48.2 0.578 31 351.93 -6.0 -0.6 3.0 -7.5 10.4 0.0 -14.1 48.6 0.290 32 367.05 -0.3 0.0 5.6 -5.3 10.8 0.0 -5.6 48.6 0.116 Bot.Flg.Spl. 1.9 0.2 6.8 -5.2 12.0 0.0 8.9 49.9 0.178 Bot.Flg.Spl. 1.6 0.2 5.5 -4.3 9.8 0.0 7.3 49.9 0.146 33 382.18 2.8 0.3 6.2 -4.2 10.3 0.0 9.3 49.8 0.187 34 397.30 4.4 0.4 6.9 -3.7 10.7 0.0 11.8 49.7 0.237 35 412.43 4.5 0.4 6.9 -3.3 10.2 0.0 11.8 49.7 0.238 36 427.55 3.4 0.3 6.5 -3.4 9.9 0.0 10.2 49.8 0.205 37 442.67 1.1 0.1 5.6 -3.5 9.2 0.0 6.9 49.9 0.138 Bot.Flg.Spl. -1.1 -0.1 4.8 -3.8 8.6 0.0 -5.0 48.2 0.103 Bot.Flg.Spl. -1.3 -0.1 5.9 -4.6 10.4 0.0 -6.0 48.6 0.123 38 457.80 -2.9 -0.2 5.2 -5.0 10.2 0.0 -8.1 48.5 0.168 39 472.92 -8.7 -0.8 2.6 -7.2 9.8 0.0 -16.7 48.4 0.345 40 488.05 -16.0 -1.5 1.6 -12.2 13.8 0.0 -29.7 48.0 0.619 41 502.14 -7.6 -0.7 2.6 -6.9 9.6 0.0 -15.2 48.0 0.317 42 516.24 -0.6 -0.1 5.4 -4.5 9.9 0.0 -5.2 48.0 0.108 Bot.Flg.Spl. -0.2 0.0 5.5 -4.4 10.0 0.0 -4.7 48.0 0.098 Bot.Flg.Spl. -0.2 0.0 4.5 -3.7 8.2 0.0 -3.9 47.5 0.082 43 530.33 4.0 0.3 6.2 -3.2 9.4 0.0 10.6 50.0 0.196 44 544.43 7.3 0.6 7.4 -2.8 10.2 0.0 15.3 50.0 0.276 45 558.52 9.2 0.8 8.1 -2.3 10.4 0.0 18.2 50.0 0.324 46 572.62 9.7 0.8 8.2 -1.8 10.0 0.0 18.7 50.0 0.334 47 586.71 9.0 0.8 7.7 -1.3 9.0 0.0 17.5 50.0 0.311 48 600.81 7.2 0.6 6.4 -0.9 7.3 0.0 14.2 50.0 0.254 49 614.90 4.2 0.4 4.2 -0.4 4.6 0.0 8.7 50.0 0.156 50 629.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 47.5 0.000 Governing expression for allowable compression stress Tenth Pt Expression 8 (5-8) 9 (5-8) 10 (5-8) 11 (5-8) 17 compact 18 (5-8) 19 (5-8) 20 (5-8) 21 compact 28 (5-4) 29 compact 30 compact 31 compact 32 compact 38 compact 39 compact 40 compact 41 compact 42 (5-4) Perf. ratio for compact section is (factored mom/mom strength) if this is less than (total stress/allowable stress). Grp I Bottom Flange Factored Lateral Bending Stress Tenth Noncomp Dead Comp Dead Max LL+I Min LL+I Pt Lat Mom fw Lat Mom fw Lat Mom fw Lat Mom fw k-ft ksi k-ft ksi k-ft ksi k-ft ksi 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Bot.Flg.Spl 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Bot.Flg.Spl 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11 -1.93 0.19 -0.21 0.00 -0.75 0.07 -2.63 0.26 12 -0.90 0.00 -0.09 0.00 -3.50 0.35 -1.59 0.16 Bot.Flg.Spl -0.94 0.09 -0.10 0.00 -3.48 0.34 -1.83 0.18 Bot.Flg.Spl -0.94 0.09 -0.10 0.00 -3.48 0.34 -1.83 0.18 13 1.04 0.10 0.10 0.00 4.39 0.44 1.45 0.14 14 0.38 0.04 0.04 0.00 0.84 0.08 0.29 0.03 15 -1.45 0.14 -0.16 0.00 -5.89 0.58 -2.35 0.23 16 -0.03 0.00 0.03 0.00 0.99 0.10 -0.10 0.01 Bot.Flg.Spl -1.13 0.00 -0.10 0.00 -5.04 0.50 -3.01 0.30 Bot.Flg.Spl -1.13 0.00 -0.10 0.00 -5.04 0.31 -3.01 0.18 17 1.29 0.08 0.06 0.00 3.75 0.23 3.43 0.21 18 -2.09 0.13 -0.15 0.00 -3.07 0.19 -3.49 0.21 19 -3.32 0.20 -0.29 0.02 -0.68 0.04 -3.32 0.20 20 16.38 1.00 1.43 0.09 3.20 0.20 16.32 1.00 21 1.21 0.07 0.11 0.00 2.80 0.17 3.15 0.19 Bot.Flg.Spl -1.67 0.10 -0.15 0.00 -3.81 0.23 -3.07 0.19 Bot.Flg.Spl -1.67 0.09 -0.15 0.00 -3.81 0.21 -3.07 0.17 22 -0.24 0.01 -0.03 0.00 1.46 0.08 -0.14 0.01 23 -1.21 0.07 -0.10 0.00 -3.53 0.19 -2.09 0.11 24 -5.45 0.30 -0.47 0.00 -8.21 0.45 -2.95 0.16 25 -7.06 0.39 -0.60 0.03 -10.00 0.55 -3.27 0.18 26 -4.96 0.27 -0.42 0.00 -8.12 0.44 -3.02 0.17 27 -0.57 0.03 -0.04 0.00 -3.35 0.18 -2.01 0.11 28 -1.35 0.00 -0.14 0.00 1.66 0.09 -0.41 0.02 Bot.Flg.Spl -2.87 0.16 -0.26 0.00 -3.58 0.20 -4.28 0.23 Bot.Flg.Spl -2.87 0.19 -0.26 0.00 -3.58 0.24 -4.28 0.28 29 2.79 0.18 0.27 0.02 3.36 0.22 4.32 0.29 30 22.59 1.49 2.02 0.13 4.61 0.30 20.45 1.35 31 8.90 0.59 0.79 0.00 4.74 0.31 10.22 0.68 32 0.49 0.00 0.01 0.00 8.64 0.57 6.99 0.46 Bot.Flg.Spl -1.28 0.08 -0.12 0.01 -5.24 0.35 -3.53 0.23 Bot.Flg.Spl -1.28 0.06 -0.12 0.00 -5.24 0.26 -3.53 0.17 33 4.58 0.23 0.47 0.00 11.40 0.57 6.41 0.32 34 6.97 0.35 0.70 0.00 12.35 0.61 5.51 0.27 35 6.83 0.34 0.69 0.00 11.84 0.59 4.68 0.23 36 5.05 0.25 0.53 0.00 10.63 0.53 4.50 0.22 37 1.58 0.08 0.20 0.00 8.83 0.44 4.43 0.22 Bot.Flg.Spl -0.46 0.02 -0.06 0.00 -2.65 0.13 -1.33 0.07 Bot.Flg.Spl -0.46 0.03 -0.06 0.00 -2.65 0.18 -1.33 0.09 38 2.46 0.16 0.18 0.00 6.48 0.43 4.80 0.32 39 9.48 0.63 0.82 0.05 3.65 0.24 7.43 0.49 40 29.63 1.96 2.62 0.17 3.26 0.22 20.90 1.38 41 -3.82 0.25 -0.34 0.02 0.94 0.06 -1.91 0.13 42 -3.97 0.26 -0.35 0.00 -4.35 0.29 -4.40 0.29 Bot.Flg.Spl -3.62 0.00 -0.32 0.00 -3.34 0.22 -3.83 0.25 Bot.Flg.Spl -3.62 0.00 -0.32 0.00 -3.34 0.16 -3.83 0.19 43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Dabrowski sign convention: +fw/fb ratio used for allowable stress. (See 2003 Guide spec. commentary C5.1) First of two splice entries is to left of splice, second is to right of splice. Slab and Rebar Factored Stress - Group I Loading Girder 2 Grp I Factored Bending Stresses - ksi Tenth Loc ----- Slab ----- ---- Rebars ---- Point Comp Max Tot Comp Min Tot Dead LL+I Dead LL+I 0 0.00 0.00 0.00 0.00 0.00 0.07 0.07 1 7.91 -0.01 -0.30 -0.32 0.00 1.26 1.26 2 15.82 -0.02 -0.49 -0.51 0.00 2.51 2.51 3 23.73 -0.02 -0.58 -0.61 0.00 3.66 3.66 4 31.64 -0.02 -0.63 -0.65 0.00 4.81 4.81 5 39.55 -0.02 -0.60 -0.62 0.00 5.85 5.85 6 47.45 -0.02 -0.55 -0.57 0.00 6.93 6.93 7 55.36 -0.01 -0.45 -0.46 0.00 8.05 8.05 8 63.27 0.00 -0.31 -0.31 0.13 8.04 8.17 9 71.18 0.00 -0.20 -0.20 0.62 9.92 10.54 10 79.09 0.00 -0.17 -0.17 1.21 15.10 16.31 11 89.78 0.00 -0.21 -0.21 0.47 7.44 7.91 12 100.48 0.00 -0.44 -0.45 0.00 5.50 5.50 13 111.17 -0.01 -0.63 -0.64 0.00 5.19 5.19 14 121.86 -0.02 -0.72 -0.73 0.00 5.97 5.97 15 132.55 -0.01 -0.74 -0.75 0.00 7.46 7.46 16 143.24 -0.01 -0.69 -0.69 0.00 9.00 9.00 17 153.94 0.00 -0.46 -0.46 0.10 6.69 6.79 18 164.63 0.00 -0.28 -0.28 0.43 7.52 7.95 19 175.32 0.00 -0.16 -0.16 0.71 8.92 9.63 20 186.01 0.00 -0.13 -0.13 1.11 12.63 13.73 21 201.09 0.00 -0.20 -0.20 0.42 6.81 7.23 22 216.17 0.00 -0.39 -0.39 0.00 4.95 4.95 23 231.25 -0.02 -0.54 -0.55 0.00 4.15 4.15 24 246.33 -0.02 -0.63 -0.65 0.00 3.85 3.85 25 261.41 -0.02 -0.66 -0.68 0.00 3.75 3.75 26 276.49 -0.02 -0.63 -0.65 0.00 3.99 3.99 27 291.57 -0.01 -0.53 -0.54 0.00 4.28 4.28 28 306.64 0.00 -0.38 -0.38 0.04 4.94 4.97 29 321.72 0.00 -0.22 -0.22 0.65 8.14 8.79 30 336.80 0.00 -0.17 -0.17 1.43 14.42 15.84 31 351.93 0.00 -0.21 -0.21 0.63 8.22 8.85 32 367.05 0.00 -0.39 -0.39 0.01 5.80 5.81 33 382.18 -0.01 -0.52 -0.54 0.00 6.00 6.00 34 397.30 -0.02 -0.59 -0.61 0.00 5.35 5.35 35 412.43 -0.02 -0.58 -0.61 0.00 4.78 4.78 36 427.55 -0.02 -0.55 -0.56 0.00 4.84 4.84 37 442.67 -0.01 -0.48 -0.48 0.00 5.10 5.10 38 457.80 0.00 -0.36 -0.36 0.27 5.49 5.75 39 472.92 0.00 -0.18 -0.18 0.89 7.89 8.78 40 488.05 0.00 -0.11 -0.11 1.68 13.38 15.05 41 502.14 0.00 -0.18 -0.18 0.80 7.63 8.43 42 516.24 0.00 -0.38 -0.38 0.07 4.97 5.04 43 530.33 -0.02 -0.53 -0.54 0.00 4.56 4.56 44 544.43 -0.03 -0.63 -0.66 0.00 3.98 3.98 45 558.52 -0.04 -0.69 -0.72 0.00 3.29 3.29 46 572.62 -0.04 -0.69 -0.73 0.00 2.58 2.58 47 586.71 -0.04 -0.65 -0.69 0.00 1.89 1.89 48 600.81 -0.03 -0.54 -0.57 0.00 1.23 1.23 49 614.90 -0.02 -0.35 -0.37 0.00 0.62 0.62 50 629.00 0.00 0.00 0.00 0.00 0.01 0.01 Only slab compression stresses tabulated. Bottom Flange Elastic Compression Strength Girder 2 Bottom Flange Elastic Compression Strength - k-ft Tenth M1 M2 Cb Lb Lp Lr PT Dc Mr Rb My Mu 8 349.12 1349.93 1.50 186.90 294.43 678.86 26.76 7017.21(103c) 1.00 7017.21 7017.21 9 1349.93 3457.53 1.39 185.72 294.43 678.86 26.76 7017.21(103c) 1.00 7017.21 7017.21 10 1349.93 3457.53 1.39 185.72 294.43 678.86 26.76 7017.21(103c) 1.00 7017.21 7017.21 Tabulated only where girder is straight. Constructibility of Web in Bending Girder 2 Web Compression Bending Stress for Constructibility - ksi Tenth Noncomp. Dead Noncomp. Dead Allowable Ratio Point Factored Mom Web Bending (6-3),(6-8) Stress 0 -0.02 0.00 50.04 0.000 1 347.93 2.84 50.04 0.057 2 596.00 4.86 50.04 0.097 3 724.52 5.91 50.04 0.118 4 744.32 6.07 50.04 0.121 5 653.97 5.33 50.04 0.107 6 447.93 3.65 50.04 0.073 7 164.19 1.34 50.04 0.027 8 -241.75 1.65 50.04 0.033 9 -744.32 5.09 50.04 0.102 10 -1367.22 9.35 50.04 0.187 11 -521.38 3.57 50.04 0.071 12 93.44 0.64 50.04 0.013 13 478.21 3.80 50.04 0.076 14 646.96 5.14 50.04 0.103 15 567.10 4.51 50.04 0.090 16 235.23 1.87 50.04 0.037 17 -359.63 1.60 50.04 0.032 18 -1231.75 4.57 50.04 0.091 19 -2369.49 7.23 50.04 0.145 20 -3777.86 11.07 50.04 0.221 21 -1414.01 4.14 50.04 0.083 22 423.33 1.19 50.04 0.024 23 1705.59 4.81 50.04 0.096 24 2447.08 6.90 50.04 0.138 25 2646.88 7.47 50.04 0.149 26 2305.35 6.50 50.04 0.130 27 1417.25 4.00 50.04 0.080 28 -22.26 0.06 50.04 0.001 29 -2015.26 6.17 50.04 0.123 30 -4539.51 13.89 50.04 0.278 31 -2030.29 6.21 50.04 0.124 32 -111.51 0.34 50.04 0.007 33 1149.77 3.99 50.04 0.080 34 1790.61 6.21 50.04 0.124 35 1806.43 6.26 50.04 0.125 36 1357.81 4.71 50.04 0.094 37 443.81 1.54 50.04 0.031 38 -981.19 3.00 50.04 0.060 39 -2933.95 8.98 50.04 0.179 40 -5408.06 16.55 50.04 0.331 41 -2551.84 7.81 50.04 0.156 42 -199.33 0.61 50.04 0.012 43 1633.64 5.67 50.04 0.113 44 2932.12 10.17 50.04 0.203 45 3733.10 12.95 50.04 0.259 46 3915.34 13.58 50.04 0.271 47 3638.65 12.62 50.04 0.252 48 2896.38 10.04 50.04 0.201 49 1684.54 5.84 50.04 0.117 50 -0.03 0.00 50.04 0.000 Top Flange Overload Stress Girder 2 Top Flange Permanent Defl Stress - ksi Tenth Loc Noncomp Comp 1.67 Max 1.67 Min Allowable Ratio Dead Dead LL+I LL+I 0 0.00 0.00 0.00 -0.01 0.04 47.54 0.001 1 7.91 -2.11 -0.13 -0.74 0.68 47.54 0.063 2 15.82 -3.62 -0.21 -1.15 1.35 47.54 0.105 3 23.73 -4.40 -0.25 -1.32 1.97 47.54 0.126 4 31.64 -4.52 -0.25 -1.36 2.59 47.54 0.129 5 39.55 -3.97 -0.22 -1.25 3.15 47.54 0.114 6 47.45 -2.72 -0.16 -1.11 3.73 47.54 0.084 7 55.36 -1.00 -0.07 -0.91 4.33 47.54 0.069 Top flg.spl. 0.06 -0.03 -0.80 4.63 47.54 0.098 Top flg.spl. 0.05 -0.05 -0.87 4.08 47.54 0.086 8 63.27 1.23 0.07 -0.72 4.39 47.54 0.120 9 71.18 3.79 0.34 -0.47 5.42 47.54 0.201 10 79.09 6.96 0.66 -0.39 8.25 47.54 0.334 11 89.78 2.78 0.26 -0.48 4.06 47.54 0.149 12 100.48 -0.48 -0.02 -1.03 3.00 47.54 0.053 Top flg.spl. -1.03 -0.04 -1.12 2.86 47.54 0.046 Top flg.spl. -1.19 -0.04 -1.12 3.20 47.54 0.049 13 111.17 -2.91 -0.12 -1.43 2.86 47.54 0.094 14 121.86 -3.86 -0.17 -1.63 3.29 47.54 0.119 15 132.55 -3.47 -0.16 -1.69 4.10 47.54 0.112 16 143.24 -1.39 -0.09 -1.57 4.95 47.54 0.073 Top flg.spl. 0.14 -0.03 -1.44 5.42 47.54 0.116 Top flg.spl. 0.08 -0.04 -1.58 3.48 47.54 0.074 17 153.94 1.19 0.06 -1.39 3.82 47.54 0.107 18 164.63 3.49 0.25 -0.94 4.46 47.54 0.172 19 175.32 5.53 0.44 -0.58 5.49 47.54 0.241 20 186.01 8.93 0.68 -0.51 7.82 47.54 0.367 21 201.09 3.09 0.26 -0.77 4.22 47.54 0.159 Top flg.spl. 0.81 0.07 -1.18 3.55 47.54 0.093 Top flg.spl. 0.80 0.05 -1.18 3.51 47.54 0.092 22 216.17 -0.89 -0.05 -1.51 3.09 47.54 0.052 23 231.25 -3.58 -0.20 -2.09 2.59 47.54 0.124 24 246.33 -5.14 -0.29 -2.44 2.40 47.54 0.165 25 261.41 -5.56 -0.31 -2.56 2.34 47.54 0.177 26 276.49 -4.84 -0.27 -2.44 2.49 47.54 0.159 27 291.57 -2.98 -0.16 -2.08 2.67 47.54 0.110 28 306.64 0.05 0.02 -1.49 3.08 47.54 0.066 Top flg.spl. 0.76 0.08 -1.37 3.30 47.54 0.087 Top flg.spl. 0.83 0.09 -1.38 3.53 47.54 0.094 29 321.72 4.59 0.40 -0.84 5.01 47.54 0.211 30 336.80 10.35 0.88 -0.65 8.89 47.54 0.423 31 351.93 4.63 0.39 -0.77 5.07 47.54 0.212 32 367.05 0.25 0.01 -1.45 3.57 47.54 0.081 Top flg.spl. -1.45 -0.15 -1.77 3.51 47.54 0.071 Top flg.spl. -1.64 -0.10 -1.84 3.89 47.54 0.075 33 382.18 -2.97 -0.18 -2.06 3.77 47.54 0.110 34 397.30 -4.62 -0.28 -2.31 3.37 47.54 0.152 35 412.43 -4.67 -0.28 -2.31 3.00 47.54 0.153 36 427.55 -3.51 -0.22 -2.17 3.04 47.54 0.124 37 442.67 -1.15 -0.09 -1.88 3.21 47.54 0.066 Top flg.spl. 1.14 0.04 -1.59 3.44 47.54 0.097 Top flg.spl. 1.00 0.06 -1.53 3.11 47.54 0.088 38 457.80 2.24 0.16 -1.35 3.38 47.54 0.122 39 472.92 6.69 0.55 -0.69 4.86 47.54 0.255 40 488.05 12.33 1.03 -0.42 8.25 47.54 0.454 41 502.14 5.82 0.49 -0.68 4.70 47.54 0.232 42 516.24 0.45 0.04 -1.41 3.06 47.54 0.075 Top flg.spl. 0.18 0.02 -1.44 3.00 47.54 0.067 Top flg.spl. 0.20 0.01 -1.50 3.33 47.54 0.075 43 530.33 -4.22 -0.22 -2.08 2.87 47.54 0.137 44 544.43 -7.57 -0.40 -2.48 2.50 47.54 0.220 45 558.52 -9.64 -0.51 -2.71 2.07 47.54 0.271 46 572.62 -10.11 -0.54 -2.74 1.62 47.54 0.282 47 586.71 -9.40 -0.50 -2.57 1.19 47.54 0.262 48 600.81 -7.48 -0.39 -2.14 0.77 47.54 0.211 49 614.90 -4.35 -0.23 -1.38 0.39 47.54 0.125 50 629.00 0.00 0.00 0.00 0.01 47.54 0.000 Bottom Flange Overload Stress Girder 2 Bottom Flange Permanent Defl Stress - ksi Tenth Loc Noncomp Comp 1.67 Max 1.67 Min Allowable Ratio Dead Dead LL+I LL+I 0 0.00 0.00 0.00 0.03 -0.04 47.54 0.001 1 7.91 2.05 0.24 3.41 -0.84 47.54 0.120 2 15.82 3.50 0.41 5.73 -1.67 47.54 0.203 3 23.73 4.26 0.50 7.11 -2.44 47.54 0.250 4 31.64 4.38 0.52 7.93 -3.21 47.54 0.270 5 39.55 3.84 0.47 7.85 -3.90 47.54 0.256 6 47.45 2.63 0.35 7.38 -4.62 47.54 0.218 7 55.36 0.97 0.17 6.03 -5.37 47.54 0.151 Bot.flg.spl. -0.06 0.06 5.60 -5.94 47.54 0.125 Bot.flg.spl. -0.05 0.06 4.87 -5.07 47.54 0.107 8 63.27 -1.23 -0.09 4.06 -5.46 47.54 0.143 9 71.18 -3.79 -0.42 2.63 -6.74 47.54 0.230 10 79.09 -6.96 -0.82 2.17 -10.26 47.54 0.379 11 89.78 -2.78 -0.32 2.75 -5.25 42.84 0.195 12 100.48 0.48 0.04 6.03 -3.85 47.54 0.138 Bot.flg.spl. 1.03 0.09 6.55 -3.68 47.54 0.161 Bot.flg.spl. 1.05 0.09 6.54 -3.72 47.54 0.162 13 111.17 2.57 0.24 8.33 -3.33 47.54 0.234 14 121.86 3.40 0.33 9.18 -3.72 47.54 0.272 15 132.55 3.06 0.31 9.88 -4.80 47.54 0.279 16 143.24 1.23 0.17 8.82 -5.58 47.54 0.215 Bot.flg.spl. -0.12 0.06 8.12 -6.11 47.54 0.170 Bot.flg.spl. -0.08 0.04 5.64 -4.05 47.54 0.118 17 153.94 -1.19 -0.07 4.96 -4.44 47.54 0.120 18 164.63 -3.49 -0.29 3.23 -5.30 43.17 0.210 19 175.32 -5.53 -0.50 1.78 -6.40 43.06 0.289 20 186.01 -8.93 -0.85 1.65 -9.65 40.92 0.475 21 201.09 -3.09 -0.30 2.26 -4.79 47.54 0.172 Bot.flg.spl. -0.81 -0.08 3.34 -4.00 47.54 0.103 Bot.flg.spl. -0.75 -0.07 3.09 -3.70 47.54 0.095 22 216.17 0.83 0.07 3.95 -3.26 47.54 0.102 23 231.25 3.35 0.29 5.45 -2.73 47.54 0.191 24 246.33 4.81 0.41 6.35 -2.53 47.54 0.244 25 261.41 5.21 0.45 6.67 -2.47 47.54 0.259 26 276.49 4.53 0.39 6.36 -2.63 47.54 0.237 27 291.57 2.79 0.23 5.42 -2.82 47.54 0.177 28 306.64 -0.04 -0.02 3.88 -3.25 47.54 0.080 Bot.flg.spl. -0.71 -0.09 3.56 -3.48 47.54 0.090 Bot.flg.spl. -0.83 -0.10 4.07 -4.02 47.54 0.104 29 321.72 -4.59 -0.46 2.47 -5.70 47.54 0.226 30 336.80 -10.35 -1.00 1.92 -10.10 47.54 0.451 31 351.93 -4.63 -0.44 2.27 -5.76 47.54 0.228 32 367.05 -0.25 -0.01 4.27 -4.06 47.54 0.091 Bot.flg.spl. 1.45 0.17 5.22 -3.99 47.54 0.144 Bot.flg.spl. 1.21 0.13 4.24 -3.30 47.54 0.117 33 382.18 2.19 0.22 4.76 -3.20 47.54 0.151 34 397.30 3.41 0.33 5.34 -2.86 47.54 0.191 35 412.43 3.44 0.34 5.33 -2.55 47.54 0.192 36 427.55 2.59 0.26 5.00 -2.58 47.54 0.165 37 442.67 0.85 0.10 4.34 -2.72 47.54 0.111 Bot.flg.spl. -0.84 -0.05 3.66 -2.92 47.54 0.080 Bot.flg.spl. -1.00 -0.06 4.50 -3.53 47.54 0.097 38 457.80 -2.24 -0.19 3.98 -3.84 47.54 0.132 39 472.92 -6.69 -0.62 2.04 -5.52 47.54 0.270 40 488.05 -12.33 -1.17 1.23 -9.37 47.54 0.481 41 502.14 -5.82 -0.56 2.01 -5.34 47.54 0.246 42 516.24 -0.45 -0.05 4.15 -3.48 47.54 0.084 Bot.flg.spl. -0.18 -0.02 4.26 -3.41 47.54 0.085 Bot.flg.spl. -0.15 -0.02 3.47 -2.82 47.54 0.069 43 530.33 3.11 0.26 4.81 -2.43 47.54 0.172 44 544.43 5.58 0.48 5.73 -2.12 47.54 0.248 45 558.52 7.11 0.62 6.26 -1.75 47.54 0.294 46 572.62 7.46 0.65 6.32 -1.38 47.54 0.303 47 586.71 6.93 0.60 5.92 -1.01 47.54 0.283 48 600.81 5.52 0.48 4.95 -0.66 47.54 0.230 49 614.90 3.21 0.28 3.19 -0.33 47.54 0.140 50 629.00 0.00 0.00 0.00 0.00 47.54 0.000 Lateral bending stresses not included if compact. Factored Noncomp Dead Wet Concrete Bending Stress Girder 2 Factored Noncomp Dead Wet Concrete Stresses - ksi [While the constructibility load factor is used for this table, slab pouring is not. Actual stresses are dependent on the pouring sequence and may be significantly different from those printed here.] Tenth Loc ----- Top Flange ----- ----- Bott Flange ----- Point Primary Lateral Primary Lateral 0 0.00 0.0 +- 0.0 0.0 +- 0.0 1 7.91 -3.0 +- 0.0 3.0 +- 0.0 2 15.82 -5.1 +- 0.0 5.1 +- 0.0 3 23.73 -6.2 +- 0.0 6.2 +- 0.0 4 31.64 -6.3 +- 0.0 6.3 +- 0.0 5 39.55 -5.6 +- 0.0 5.6 +- 0.0 6 47.45 -3.8 +- 0.0 3.8 +- 0.0 7 55.36 -1.4 +- 0.0 1.4 +- 0.0 Top flg.spl 59.06 0.1 +- 0.0 -0.1 +- 0.0 Top flg.spl 59.06 0.1 +- 0.0 -0.1 +- 0.0 Bot.flg.spl 59.06 0.1 +- 0.0 -0.1 +- 0.0 Bot.flg.spl 59.06 0.1 +- 0.0 -0.1 +- 0.0 8 63.27 1.7 +- 0.0 -1.7 +- 0.0 9 71.18 5.3 +- 0.0 -5.3 +- 0.0 10 79.09 9.7 +- 0.0 -9.7 +- 0.0 11 89.78 3.7 +- 0.2 -3.7 +- 0.2 12 100.48 -0.7 +- 0.0 0.7 +- 0.0 Top flg.spl 102.65 -1.4 +- 0.0 1.4 +- 0.0 Top flg.spl 102.65 -1.6 +- 0.0 1.4 +- 0.0 Bot.flg.spl 102.65 -1.4 +- 0.0 1.4 +- 0.0 Bot.flg.spl 102.65 -1.6 +- 0.0 1.4 +- 0.0 13 111.17 -4.0 +- 0.2 3.5 +- 0.1 14 121.86 -5.4 +- 0.0 4.7 +- 0.0 15 132.55 -4.7 +- 0.2 4.1 +- 0.2 16 143.24 -1.9 +- 0.0 1.7 +- 0.0 Top flg.spl 148.48 0.2 +- 0.0 -0.2 +- 0.0 Top flg.spl 148.48 0.1 +- 0.0 -0.1 +- 0.0 Bot.flg.spl 148.48 0.2 +- 0.0 -0.2 +- 0.0 Bot.flg.spl 148.48 0.1 +- 0.0 -0.1 +- 0.0 17 153.94 1.7 +- 0.1 -1.7 +- 0.1 18 164.63 4.8 +- 0.2 -4.8 +- 0.2 19 175.32 7.5 +- 0.2 -7.5 +- 0.2 20 186.01 11.5 +- 1.1 -11.5 +- 1.1 21 201.09 4.3 +- 0.1 -4.3 +- 0.1 Top flg.spl 209.00 1.1 +- 0.1 -1.1 +- 0.1 Top flg.spl 209.00 1.1 +- 0.1 -1.0 +- 0.1 Bot.flg.spl 209.00 1.1 +- 0.1 -1.1 +- 0.1 Bot.flg.spl 209.00 1.1 +- 0.1 -1.0 +- 0.1 22 216.17 -1.2 +- 0.0 1.2 +- 0.0 23 231.25 -5.0 +- 0.1 4.7 +- 0.1 24 246.33 -7.2 +- 0.4 6.7 +- 0.3 25 261.41 -7.8 +- 0.5 7.3 +- 0.4 26 276.49 -6.8 +- 0.3 6.3 +- 0.3 27 291.57 -4.2 +- 0.1 3.9 +- 0.1 28 306.64 0.1 +- 0.0 -0.1 +- 0.0 Top flg.spl 309.54 1.1 +- 0.0 -1.0 +- 0.0 Top flg.spl 309.54 1.2 +- 0.0 -1.2 +- 0.0 Bot.flg.spl 309.54 1.1 +- 0.0 -1.0 +- 0.0 Bot.flg.spl 309.54 1.2 +- 0.0 -1.2 +- 0.0 29 321.72 6.4 +- 0.2 -6.4 +- 0.2 30 336.80 14.5 +- 1.6 -14.5 +- 1.6 31 351.93 6.5 +- 0.6 -6.5 +- 0.6 32 367.05 0.4 +- 0.0 -0.4 +- 0.0 Top flg.spl 375.08 -2.0 +- 0.0 2.0 +- 0.0 Top flg.spl 375.08 -2.3 +- 0.0 1.7 +- 0.0 Bot.flg.spl 375.08 -2.0 +- 0.0 2.0 +- 0.0 Bot.flg.spl 375.08 -2.3 +- 0.0 1.7 +- 0.0 33 382.18 -4.2 +- 0.4 3.1 +- 0.2 34 397.30 -6.5 +- 0.6 4.8 +- 0.4 35 412.43 -6.5 +- 0.6 4.8 +- 0.4 36 427.55 -4.9 +- 0.4 3.6 +- 0.3 37 442.67 -1.6 +- 0.1 1.2 +- 0.1 Top flg.spl 452.68 1.6 +- 0.1 -1.2 +- 0.1 Top flg.spl 452.68 1.4 +- 0.1 -1.4 +- 0.1 Bot.flg.spl 452.68 1.6 +- 0.1 -1.2 +- 0.1 Bot.flg.spl 452.68 1.4 +- 0.1 -1.4 +- 0.1 38 457.80 3.1 +- 0.2 -3.1 +- 0.2 39 472.92 9.4 +- 0.7 -9.4 +- 0.7 40 488.05 17.3 +- 2.1 -17.3 +- 2.1 41 502.14 8.1 +- 0.2 -8.1 +- 0.2 42 516.24 0.6 +- 0.1 -0.6 +- 0.1 Top flg.spl 517.06 0.2 +- 0.0 -0.2 +- 0.0 Top flg.spl 517.06 0.3 +- 0.0 -0.2 +- 0.0 Bot.flg.spl 517.06 0.2 +- 0.0 -0.2 +- 0.0 Bot.flg.spl 517.06 0.3 +- 0.0 -0.2 +- 0.0 43 530.33 -5.9 +- 0.0 4.4 +- 0.0 44 544.43 -10.6 +- 0.0 7.8 +- 0.0 45 558.52 -13.5 +- 0.0 10.0 +- 0.0 46 572.62 -14.2 +- 0.0 10.4 +- 0.0 47 586.71 -13.2 +- 0.0 9.7 +- 0.0 48 600.81 -10.5 +- 0.0 7.7 +- 0.0 49 614.90 -6.1 +- 0.0 4.5 +- 0.0 50 629.00 0.0 +- 0.0 0.0 +- 0.0 Factored Strengths Girder 2 Factored Strengths Tenth Loc Factored Shear Factored Bending Point Shear Strength Moment Strength (k ) (k ) Ratio (k-ft) (k-ft) Ratio 0 0.00 172.6 649.8 (5) 0.266 6.2 6956.4 (10) 0.001 1 7.91 145.2 649.8 (5) 0.223 1118.6 8519.3 (20) 0.131 2 15.82 109.6 649.8 (5) 0.169 1896.5 8994.2 (20) 0.211 3 23.73 87.3 649.8 (5) 0.134 2349.1 9096.8 (20) 0.258 4 31.64 73.6 649.8 (5) 0.113 2561.7 9198.5 (20) 0.278 5 39.55 83.0 649.8 (5) 0.128 2457.8 9297.7 (20) 0.264 6 47.45 126.9 649.8 (5) 0.195 2142.2 9364.0 (20) 0.229 7 55.36 146.2 649.8 (5) 0.225 1540.4 9364.0 (20) 0.164 8 63.27 194.1 649.8 (5) 0.299 1320.5 7258.8 (10) 0.182 9 71.18 230.0 649.8 (5) 0.354 2105.9 7168.4 (10) 0.294 10L 79.09 241.9 649.8 (5) 0.372 3457.5 7145.7 (10) 0.484 10R 79.09 301.4 649.8 (5) 0.464 3457.5 7145.7 (10) 0.484 11 89.78 258.5 649.8 (5) 0.398 1545.7 6342.9 (10) 0.244 12 100.48 219.7 649.8 (5) 0.338 1509.0 9236.4 (10) 0.163 13 111.17 171.1 649.8 (5) 0.263 2464.7 8807.6 (10) 0.280 14 121.86 117.1 649.8 (5) 0.180 2918.3 8748.0 (10) 0.334 15 132.55 124.2 649.8 (5) 0.191 2915.7 8793.3 (10) 0.332 16 143.24 149.5 649.8 (5) 0.230 2407.2 9129.7 (10) 0.264 17 153.94 206.9 649.8 (5) 0.318 1661.5 10877.2 (9) 0.153 18 164.63 261.5 550.3 (5) 0.475 3050.0 11475.4 (10) 0.266 19 175.32 305.5 462.4 (5) 0.661 5064.1 13825.9 (10) 0.366 20L 186.01 339.0 445.8 (5) 0.760 7779.4 13673.2 (10) 0.569 20R 186.01 415.1 445.8 (5) 0.931 7779.4 13673.2 (10) 0.569 21 201.09 345.4 445.8 (5) 0.775 3561.9 16155.2 (9) 0.220 22 216.17 276.3 770.4 (5) 0.359 2707.0 21479.4 (6) 0.126 23 231.25 205.5 770.4 (5) 0.267 4880.5 20621.2 (6) 0.237 24 246.33 158.2 770.4 (5) 0.205 6156.6 20356.8 (6) 0.302 25 261.41 100.4 770.4 (5) 0.130 6539.9 20301.6 (6) 0.322 26 276.49 153.5 770.4 (5) 0.199 6011.7 20418.4 (6) 0.294 27 291.57 211.2 770.4 (5) 0.274 4561.6 20790.2 (6) 0.219 28 306.64 271.5 770.4 (5) 0.352 2204.5 21132.4 (9) 0.104 29 321.72 339.5 770.4 (5) 0.441 4488.8 15486.0 (9) 0.290 30L 336.80 403.5 770.4 (5) 0.524 8933.5 15449.5 (9) 0.578 30R 336.80 397.7 770.4 (5) 0.516 8933.5 15449.5 (9) 0.578 31 351.93 338.1 770.4 (5) 0.439 4521.5 15598.8 (9) 0.290 32 367.05 261.8 770.4 (5) 0.340 2049.3 18631.1 (9) 0.110 33 382.18 200.0 770.4 (5) 0.260 4140.5 22130.6 (6) 0.187 34 397.30 137.7 770.4 (5) 0.179 5161.9 21736.3 (6) 0.237 35 412.43 97.0 770.4 (5) 0.126 5174.6 21728.4 (6) 0.238 36 427.55 140.5 770.4 (5) 0.182 4508.8 22003.8 (6) 0.205 37 442.67 191.2 770.4 (5) 0.248 3164.9 22938.7 (6) 0.138 38 457.80 247.6 770.4 (5) 0.321 2624.3 15637.6 (9) 0.168 39 472.92 311.3 770.4 (5) 0.404 5339.3 15487.1 (9) 0.345 40L 488.05 378.4 770.4 (5) 0.491 9505.8 15354.3 (9) 0.619 40R 488.05 430.2 770.4 (5) 0.558 9505.8 15354.3 (9) 0.619 41 502.14 393.1 770.4 (5) 0.510 4879.5 15382.4 (9) 0.317 42 516.24 330.9 770.4 (5) 0.430 1887.6 18112.3 (9) 0.104 43 530.33 246.5 770.4 (5) 0.320 4647.4 23740.3 (20) 0.196 44 544.43 203.4 770.4 (5) 0.264 6547.5 23740.3 (20) 0.276 45 558.52 144.2 770.4 (5) 0.187 7697.2 23740.3 (20) 0.324 46 572.62 107.4 770.4 (5) 0.139 7920.2 23740.3 (20) 0.334 47 586.71 146.7 770.4 (5) 0.190 7391.3 23740.3 (20) 0.311 48 600.81 191.7 770.4 (5) 0.249 6028.1 23740.3 (20) 0.254 49 614.90 249.8 770.4 (5) 0.324 3701.0 23740.3 (20) 0.156 50 629.00 328.7 770.4 (5) 0.427 2.7 20267.7 (10) 0.000 Moment shifting because of compact section is reflected in this table. Shear Strength at Intermediate Transverse Stiffeners not Located at a Tenth Point 16.36 108.0 649.8 (5) 0.166 32.35 74.5 649.8 (5) 0.115 48.04 128.4 649.8 (5) 0.198 63.62 195.6 649.8 (5) 0.301 94.36 241.9 649.8 (5) 0.372 109.63 178.0 649.8 (5) 0.274 124.90 119.1 649.8 (5) 0.183 140.18 142.2 649.8 (5) 0.219 155.45 214.6 649.8 (5) 0.330 170.73 286.6 496.4 (5) 0.577 202.76 337.8 445.8 (5) 0.758 219.52 260.6 770.4 (5) 0.338 236.28 189.7 770.4 (5) 0.246 253.04 132.5 770.4 (5) 0.172 269.80 129.9 770.4 (5) 0.169 286.55 192.0 770.4 (5) 0.249 303.30 258.1 770.4 (5) 0.335 320.04 331.9 770.4 (5) 0.431 366.90 262.5 770.4 (5) 0.341 381.94 201.0 770.4 (5) 0.261 396.98 139.1 770.4 (5) 0.180 412.00 98.2 770.4 (5) 0.127 427.02 139.0 770.4 (5) 0.180 442.03 189.0 770.4 (5) 0.245 457.02 244.7 770.4 (5) 0.318 472.21 308.3 770.4 (5) 0.400 505.58 378.0 770.4 (5) 0.491 523.18 289.3 770.4 (5) 0.376 540.82 214.4 770.4 (5) 0.278 576.09 117.1 770.4 (5) 0.152 593.72 169.1 770.4 (5) 0.220 611.36 235.2 770.4 (5) 0.305 (5) C 0.58 Fyw D t (20) compact section (6) Fy S(equiv) Maximum moment in factored strength expression (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 1225.12 1431.63 3 3477.50 3852.07 Max Stiffener Spacing for Stiffened Web - 6.3 Tenth Pt. Max Actual Spcng Spcng 0 24.02 196.30 Treated as unstiffened - Max spacing = 24.0 Actual spacing = 196.3 1 144.09 196.30 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 196.3 2 144.09 196.30 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 196.3 3 144.09 191.93 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 191.9 4 144.09 191.93 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 191.9 5 144.09 188.27 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 188.3 6 144.09 188.27 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 188.3 7 144.09 186.89 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 186.9 8 144.09 186.89 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 186.9 9 144.09 185.71 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 185.7 10 144.09 185.71 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 185.7 11 52.64 183.26 Treated as unstiffened - Max spacing = 52.6 Actual spacing = 183.3 12 52.64 183.23 Treated as unstiffened - Max spacing = 52.6 Actual spacing = 183.2 13 52.64 183.27 Treated as unstiffened - Max spacing = 52.6 Actual spacing = 183.3 14 52.64 183.27 Treated as unstiffened - Max spacing = 52.6 Actual spacing = 183.3 15 52.64 183.27 Treated as unstiffened - Max spacing = 52.6 Actual spacing = 183.3 16 52.64 183.23 Treated as unstiffened - Max spacing = 52.6 Actual spacing = 183.2 17 52.64 183.23 Treated as unstiffened - Max spacing = 52.6 Actual spacing = 183.2 18 62.16 183.39 Treated as unstiffened - Max spacing = 62.2 Actual spacing = 183.4 19 73.98 183.41 Treated as unstiffened - Max spacing = 74.0 Actual spacing = 183.4 20 76.72 200.96 Treated as unstiffened - Max spacing = 76.7 Actual spacing = 201.0 21 76.72 200.96 Treated as unstiffened - Max spacing = 76.7 Actual spacing = 201.0 22 76.72 201.14 Treated as unstiffened - Max spacing = 76.7 Actual spacing = 201.1 23 70.00 201.14 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 201.1 24 70.00 201.10 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 201.1 25 70.00 201.06 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 201.1 26 70.00 201.06 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 201.1 27 70.00 200.98 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 201.0 28 70.00 200.91 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 200.9 29 70.00 201.11 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 201.1 30 70.00 201.11 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 201.1 31 70.00 180.63 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 180.6 32 70.00 180.55 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 180.6 33 70.00 180.43 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 180.4 34 70.00 180.31 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 180.3 35 70.00 180.24 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 180.2 36 70.00 180.04 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 180.0 37 70.00 179.96 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 180.0 38 70.00 182.24 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 182.2 39 70.00 190.58 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 190.6 40 70.00 210.35 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 210.3 41 70.00 210.35 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 210.3 42 70.00 211.26 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 211.3 43 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 44 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 45 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 46 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 47 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 48 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 49 210.00 211.68 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.7 50 35.00 211.68 Treated as unstiffened - Max spacing = 35.0 Actual spacing = 211.7 Load Factor Ratings Girder 2 Load Factor Ratings Span 1 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 7707.2 B 649.8 >999. >999. 5.00 8.35 7.91 8519.3 T 649.8 10.89 18.19 5.80 9.69 15.82 8994.2 T 649.8 6.62 11.06 7.49 12.51 23.73 9096.8 T 649.8 5.28 8.81 8.29 13.85 31.64 9198.5 T 649.8 4.76 7.94 9.34 15.60 39.55 9297.7 T 649.8 4.89 8.17 9.90 16.54 47.45 9364.0 T 649.8 5.36 8.95 6.69 11.18 55.36 9364.0 T 649.8 6.78 11.32 6.00 10.03 59.06L 9364.0 S 649.8 7.84 13.09 5.38 8.98 59.06R 10516.9 S 649.8 8.80 14.70 5.38 8.98 63.27 7361.9 B 649.8 6.58 10.99 4.46 7.46 71.18 7364.9 B 649.8 4.91 8.19 3.72 6.21 79.09 7364.9 B 649.8 2.88 4.80 3.75 6.26 Span 2 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 7364.9 B 649.8 2.88 4.80 2.69 4.49 10.69 6508.9 B 649.8 5.93 9.91 3.11 5.19 21.38 9425.8 B 649.8 6.58 10.98 3.69 6.16 23.56L 9426.1 B 649.8 5.94 9.92 3.83 6.40 23.56R 9446.0 B 649.8 5.95 9.93 3.83 6.40 32.08 9438.1 B 649.8 4.46 7.44 4.74 7.91 42.77 9464.2 B 649.8 3.81 6.36 6.71 11.21 53.46 9426.2 B 649.8 3.72 6.21 6.01 10.04 64.15 9463.6 B 649.8 4.24 7.08 5.76 9.62 69.39L 6221.7 B 649.8 5.19 8.67 5.18 8.66 69.39R 10986.7 B 649.8 9.19 15.34 5.18 8.66 74.84 10986.7 B 649.8 8.12 13.55 4.23 7.07 85.54 11665.8 B 550.3 5.75 9.60 2.75 4.59 96.23 14063.6 B 462.4 4.36 7.28 1.85 3.09 106.92 13912.1 B 445.8 2.53 4.22 1.56 2.61 Span 3 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 13912.1 B 445.8 2.53 4.22 1.13 1.89 15.08 16386.0 B 445.8 7.03 11.74 1.49 2.49 22.99L 19773.4 B 770.4 10.63 17.75 3.43 5.73 22.99R 21191.9 B 770.4 11.41 19.06 3.43 5.73 30.16 22195.6 B 770.4 9.51 15.89 4.00 6.68 45.24 22161.1 B 770.4 6.38 10.65 5.48 9.15 60.32 22085.9 B 770.4 5.20 8.69 6.60 11.02 75.40 22057.4 B 770.4 4.89 8.16 8.01 13.37 90.47 22091.0 B 770.4 5.25 8.77 6.51 10.86 105.55 22168.3 B 770.4 6.54 10.92 5.21 8.71 120.63 21194.1 B 770.4 13.25 22.13 4.20 7.02 123.53L 18039.4 B 770.4 10.33 17.25 4.06 6.78 123.53R 15769.0 B 770.4 9.00 15.03 4.06 6.78 135.71 15769.0 B 770.4 5.62 9.39 3.29 5.50 150.79 15769.0 B 770.4 2.55 4.26 2.71 4.53 Span 4 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 15769.0 B 770.4 2.55 4.26 2.78 4.65 15.12 15883.9 B 770.4 5.61 9.36 3.29 5.49 30.25 18838.9 B 770.4 8.68 14.49 4.24 7.08 38.28L 19359.7 B 770.4 7.05 11.77 4.55 7.59 38.28R 23829.6 B 770.4 8.74 14.60 4.55 7.59 45.37 23749.2 B 770.4 7.54 12.60 5.16 8.62 60.50 23721.1 B 770.4 6.46 10.79 6.38 10.66 75.62 23726.3 B 770.4 6.47 10.80 7.29 12.17 90.75 23751.1 B 770.4 7.09 11.85 7.46 12.46 105.87 23794.5 B 770.4 8.61 14.39 6.09 10.17 115.88L 19053.8 T 770.4 10.83 18.09 5.48 9.15 115.88R 15887.9 B 770.4 10.28 17.17 5.48 9.15 121.00 15875.6 B 770.4 9.08 15.17 4.89 8.17 136.12 15833.5 B 770.4 5.42 9.05 3.80 6.35 151.25 15709.8 B 770.4 2.50 4.18 3.03 5.06 Span 5 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 15709.8 B 770.4 2.50 4.18 2.65 4.43 14.09 15709.8 B 770.4 5.72 9.55 2.85 4.76 28.19 15705.6 B 770.4 10.47 17.48 3.47 5.79 29.01L 18626.5 B 770.4 12.77 21.32 3.51 5.86 29.01R 22682.3 B 770.4 15.56 25.99 3.51 5.86 42.28 23740.3 T 770.4 7.40 12.36 4.90 8.19 56.38 23740.3 T 770.4 5.84 9.75 5.46 9.12 70.47 23740.3 T 770.4 5.13 8.57 6.55 10.94 84.57 23740.3 T 770.4 5.04 8.41 7.46 12.45 98.66 23740.3 T 770.4 5.45 9.10 6.70 11.19 112.76 23740.3 T 770.4 6.77 11.31 5.77 9.64 126.85 23740.3 T 770.4 11.12 18.57 4.57 7.63 140.95 22684.7 S 770.4 >999. >999. 3.34 5.58 ***************************************************** Minimum rating is 1.13 at location 0.00 in span 3. ***************************************************** Moment Capacity Codes C - Compact B - Braced non-compact U - Unbraced non-compact T - Transition between compact and braced non-compact S - Serviceability This table is based on eq. (6-1a) of the AASHTO Manual for Condition Evaluation of Bridges. Noncompact shapes ratings based on stress, as Fb - Dead load factored stress IR = -------------------------------- LL+I factored stress Noncompact shape moment capacity is the product of allowable stress and LL+I section modulus. Lateral Bending in Flanges Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 0.00 0.00 0.00 0.000 0.000 0.000 0.000 16.36 13.36 0.00 0.000 0.000 0.000 0.000 32.35 17.42 0.00 0.000 0.000 0.000 0.000 48.04 13.84 0.00 0.000 0.000 0.000 0.000 63.61 9.02 0.00 0.000 0.000 0.000 0.000 79.09 23.45 0.00 0.000 0.000 0.000 0.000 94.37 5.24 0.55 0.106 0.211 0.022 0.022 109.64 13.30 1.25 0.094 0.189 0.050 0.050 124.92 16.90 1.59 0.094 0.188 0.063 0.063 140.19 14.42 1.37 0.095 0.190 0.055 0.055 155.46 8.16 0.60 0.074 0.148 compact 170.74 13.90 1.10 0.079 0.158 compact 186.01 23.28 2.08 0.089 0.179 compact 202.77 9.08 0.93 0.102 0.204 compact 219.53 7.70 0.83 0.108 0.216 compact 236.30 13.15 1.63 0.124 0.247 compact 253.05 15.75 1.94 0.123 0.247 compact 269.81 15.54 1.92 0.123 0.247 compact 286.57 12.43 1.54 0.124 0.248 compact 303.32 6.41 0.81 0.127 0.253 compact 320.06 12.55 1.50 0.119 0.239 compact 336.80 27.87 2.97 0.107 0.213 compact 351.86 14.07 1.34 0.095 0.191 compact 366.91 5.80 0.64 0.111 0.221 compact 381.96 9.26 0.89 0.097 0.193 compact 397.00 11.78 1.13 0.096 0.191 compact 412.02 11.86 1.13 0.096 0.191 compact 427.04 10.28 0.99 0.096 0.192 compact 442.05 7.05 0.69 0.098 0.195 compact 457.04 7.47 0.74 0.099 0.198 compact 472.23 16.19 1.65 0.102 0.203 compact 488.05 29.73 3.51 0.118 0.236 compact 505.60 12.21 1.61 0.132 0.263 compact 523.20 7.40 0.99 0.134 0.268 compact 540.84 14.30 0.00 0.000 0.000 compact 558.47 18.18 0.00 0.000 0.000 compact 576.10 18.60 0.00 0.000 0.000 compact 593.74 16.11 0.00 0.000 0.000 compact 611.37 10.37 0.00 0.000 0.000 compact 629.00 0.00 0.00 0.000 0.000 compact Bearing Stiffener Stress Girder 2 Bearing Stiffeners Location Service Allowable Actual Ratio Allowable Actual Ratio from Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress 0.00 172.80 49.95 5.54 0.111 67.55 7.86 0.116 79.09 469.34 49.95 15.03 0.301 67.55 21.36 0.316 186.01 635.47 49.95 20.36 0.408 67.55 28.92 0.428 336.80 694.70 49.84 20.25 0.406 67.55 31.62 0.468 488.05 706.81 49.84 20.60 0.413 67.55 32.17 0.476 629.00 325.92 49.84 9.50 0.191 67.55 14.83 0.220 Fatigue Stress Girder 2 Fatigue Summary Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) (k-ft) Range Range Girder Base metal 7.91 B 234.13 1.52 8.00 0.190 Base metal 15.82 B 409.81 2.66 8.00 0.333 Base metal 23.73 B 527.35 3.44 8.00 0.429 Base metal 31.64 B 613.03 4.01 8.00 0.501 Base metal 39.55 B 639.72 4.22 8.00 0.527 Base metal 47.45 B 650.31 4.33 8.00 0.541 Base metal 55.36 B 605.57 4.12 8.00 0.515 Base metal 63.27 C 543.50 1.84 5.00 0.369 Base metal 71.18 C 533.03 2.05 5.00 0.410 Base metal 79.09 C 550.47 2.30 5.00 0.459 Base metal 89.78 C 414.28 0.39 5.00 0.078 Base metal 100.48 B 546.80 3.04 8.00 0.380 Base metal 111.17 B 685.98 3.79 8.00 0.474 Base metal 121.86 B 731.57 3.89 8.00 0.486 Base metal 132.55 B 822.46 4.57 8.00 0.571 Base metal 143.24 B 843.07 4.49 8.00 0.561 Base metal 153.94 C 777.81 0.81 5.00 0.161 Base metal 164.63 C 719.24 0.74 5.00 0.149 Base metal 175.32 C 718.44 0.74 5.00 0.149 Base metal 186.01 C 915.71 0.95 5.00 0.190 Base metal 201.09 C 814.49 0.84 5.00 0.169 Near flg-web weld 7.91 B 234.13 1.48 8.00 0.185 Near flg-web weld 15.82 B 409.81 2.60 8.00 0.325 Near flg-web weld 23.73 B 527.35 3.35 8.00 0.419 Near flg-web weld 31.64 B 613.03 3.91 8.00 0.489 Near flg-web weld 39.55 B 639.72 4.12 8.00 0.515 Near flg-web weld 47.45 B 650.31 4.23 8.00 0.529 Near flg-web weld 55.36 B 605.57 4.02 8.00 0.503 Near flg-web weld 63.27 B 543.50 1.74 8.00 0.218 Near flg-web weld 71.18 B 533.03 1.93 8.00 0.242 Near flg-web weld 79.09 B 550.47 2.17 8.00 0.271 Near flg-web weld 89.78 B 414.28 0.37 8.00 0.046 Near flg-web weld 100.48 B 546.80 2.81 8.00 0.351 Near flg-web weld 111.17 B 685.98 3.52 8.00 0.440 Near flg-web weld 121.86 B 731.57 3.75 8.00 0.469 Near flg-web weld 132.55 B 822.46 4.22 8.00 0.527 Near flg-web weld 143.24 B 843.07 4.32 8.00 0.540 Near flg-web weld 153.94 B 777.81 2.74 8.00 0.342 Near flg-web weld 164.63 B 719.24 0.69 8.00 0.086 Near flg-web weld 175.32 B 718.44 0.70 8.00 0.087 Near flg-web weld 186.01 B 915.71 0.89 8.00 0.112 Near flg-web weld 201.09 B 814.49 0.79 8.00 0.099 Top Flg. splice 59.06 B 578.71 1.96 8.00 0.246 Top Flg. splice 102.65 B 574.62 1.47 8.00 0.184 Top Flg. splice 148.48 B 821.85 2.34 8.00 0.292 Top Flg. splice 209.00 B 948.08 1.65 8.00 0.206 Bot.Flg. splice 59.06 B 578.71 3.98 8.00 0.498 Bot.Flg. splice 102.65 B 574.62 3.45 8.00 0.432 Bot.Flg. splice 148.48 B 821.85 4.81 8.00 0.601 Bot.Flg. splice 209.00 B 948.08 2.65 8.00 0.332 Rebars 79.09 885.39 6.48 20.00 0.324 Rebars 186.01 1463.50 4.62 20.00 0.231 Base metal 216.17 B 1054.51 2.41 8.00 0.301 Base metal 231.25 B 1233.09 2.88 8.00 0.361 Base metal 246.33 B 1304.16 3.14 8.00 0.392 Base metal 261.41 B 1278.16 3.10 8.00 0.388 Base metal 276.49 B 1286.70 3.09 8.00 0.386 Base metal 291.57 B 1199.35 2.80 8.00 0.349 Base metal 306.64 C 1000.27 0.86 5.00 0.173 Base metal 321.72 C 798.48 0.70 5.00 0.139 Base metal 336.80 C 859.79 0.75 5.00 0.150 Base metal 351.93 C 825.01 0.72 5.00 0.144 Base metal 367.05 C 1027.90 0.90 5.00 0.179 Base metal 382.18 B 1214.45 2.82 8.00 0.352 Base metal 397.30 B 1215.80 2.80 8.00 0.350 Base metal 412.43 B 1133.56 2.60 8.00 0.324 Base metal 427.55 B 1147.33 2.62 8.00 0.328 Base metal 442.67 B 1102.16 2.51 8.00 0.314 Base metal 457.80 C 969.78 0.85 5.00 0.169 Base metal 472.92 C 806.86 0.70 5.00 0.141 Base metal 488.05 C 850.86 0.74 5.00 0.149 Base metal 502.14 C 705.90 0.62 5.00 0.123 Base metal 516.24 C 908.93 0.79 5.00 0.159 Base metal 530.33 B 1143.69 2.55 8.00 0.318 Base metal 544.43 B 1277.10 2.81 8.00 0.351 Base metal 558.52 B 1322.86 2.88 8.00 0.360 Base metal 572.62 B 1287.08 2.78 8.00 0.348 Base metal 586.71 B 1167.24 2.51 8.00 0.313 Base metal 600.81 B 943.88 2.02 8.00 0.252 Base metal 614.90 B 571.50 1.22 8.00 0.152 Near flg-web weld 216.17 B 1054.51 2.28 8.00 0.284 Near flg-web weld 231.25 B 1233.09 2.66 8.00 0.333 Near flg-web weld 246.33 B 1304.16 2.81 8.00 0.352 Near flg-web weld 261.41 B 1278.16 2.76 8.00 0.345 Near flg-web weld 276.49 B 1286.70 2.78 8.00 0.347 Near flg-web weld 291.57 B 1199.35 2.59 8.00 0.324 Near flg-web weld 306.64 B 1000.27 2.16 8.00 0.270 Near flg-web weld 321.72 B 798.48 0.66 8.00 0.082 Near flg-web weld 336.80 B 859.79 0.71 8.00 0.089 Near flg-web weld 351.93 B 825.01 0.68 8.00 0.085 Near flg-web weld 367.05 B 1027.90 2.56 8.00 0.320 Near flg-web weld 382.18 B 1214.45 2.42 8.00 0.303 Near flg-web weld 397.30 B 1215.80 2.42 8.00 0.303 Near flg-web weld 412.43 B 1133.56 2.26 8.00 0.282 Near flg-web weld 427.55 B 1147.33 2.29 8.00 0.286 Near flg-web weld 442.67 B 1102.16 2.20 8.00 0.275 Near flg-web weld 457.80 B 969.78 0.80 8.00 0.100 Near flg-web weld 472.92 B 806.86 0.67 8.00 0.083 Near flg-web weld 488.05 B 850.86 0.70 8.00 0.088 Near flg-web weld 502.14 B 705.90 0.58 8.00 0.073 Near flg-web weld 516.24 B 908.93 2.26 8.00 0.283 Near flg-web weld 530.33 B 1143.69 2.42 8.00 0.303 Near flg-web weld 544.43 B 1277.10 2.67 8.00 0.334 Near flg-web weld 558.52 B 1322.86 2.74 8.00 0.342 Near flg-web weld 572.62 B 1287.08 2.65 8.00 0.331 Near flg-web weld 586.71 B 1167.24 2.38 8.00 0.298 Near flg-web weld 600.81 B 943.88 1.92 8.00 0.240 Near flg-web weld 614.90 B 571.50 1.16 8.00 0.145 Top Flg. splice 309.54 B 961.68 1.65 8.00 0.206 Top Flg. splice 375.08 B 1149.97 1.96 8.00 0.245 Top Flg. splice 452.68 B 1017.97 1.80 8.00 0.224 Top Flg. splice 517.06 B 921.76 1.63 8.00 0.204 Bot.Flg. splice 309.54 B 961.68 2.82 8.00 0.353 Bot.Flg. splice 375.08 B 1149.97 3.51 8.00 0.439 Bot.Flg. splice 452.68 B 1017.97 3.06 8.00 0.383 Bot.Flg. splice 517.06 B 921.76 2.72 8.00 0.340 Trans. stiff. toe 558.45 C' 1322.63 2.74 6.00 0.456 Rebars 336.80 1329.09 4.46 20.00 0.223 Rebars 488.05 1311.53 4.40 20.00 0.220 Allowable range determined by: Life 75 yrs Avg daily trk traffic 4000 Max Performance Ratios Girder 2 Maximum Performance Ratios Criterion Location Max ft Performance Ratio Shear 186.01 0.931 Bending 488.05 0.619 Fatigue 148.48 0.601 Bearing Stf. 488.05 0.476 Shear Connectors - 2003 Guide Spec Fatigue Truck Maximum Pitch for 0.875 x 4.50 Stud Connectors for Fatigue Tenth Location Shear Studs in Max Pitch Point Range a Line (k ) (in) 0 0.00 18.85 T 2 13.96 1 7.91 13.90 T 2 18.61 2 15.82 12.34 T 2 20.67 3 23.73 17.13 T 2 14.70 4 31.64 20.01 T 2 12.43 5 39.55 19.55 T 2 12.60 6 47.45 22.83 T 2 10.72 7 55.36 21.63 T 2 11.31 8 63.27 26.36 T 2 9.74 9 71.18 26.77 T 2 9.59 10 79.09 24.49 T 2 10.48 11 89.78 28.05 T 2 9.13 12 100.48 24.41 T 2 10.46 13 111.17 29.65 T 2 8.46 14 121.86 25.94 T 2 9.65 15 132.55 31.93 T 2 7.85 16 143.24 27.56 T 2 9.07 17 153.94 29.34 T 2 9.94 18 164.63 32.03 T 2 10.72 19 175.32 32.29 T 2 12.61 20 186.01 31.63 T 2 13.27 21 201.09 26.07 T 2 16.07 22 216.17 25.33 T 2 16.60 23 231.25 32.92 T 2 12.74 24 246.33 32.04 T 2 13.02 25 261.41 32.51 T 2 12.86 26 276.49 32.54 T 2 12.84 27 291.57 32.11 T 2 13.06 28 306.64 29.57 T 2 14.26 29 321.72 30.37 T 2 13.45 30 336.80 30.74 T 2 13.29 31 351.93 28.25 T 2 14.45 32 367.05 28.26 T 2 14.33 33 382.18 32.15 T 2 12.51 34 397.30 32.09 T 2 12.54 35 412.43 32.30 T 2 12.50 36 427.55 32.12 T 2 12.56 37 442.67 31.33 T 2 12.89 38 457.80 28.49 T 2 14.26 39 472.92 29.16 T 2 14.02 40 488.05 30.94 T 2 13.21 41 502.14 27.23 T 2 15.03 42 516.24 25.66 T 2 15.80 43 530.33 29.90 T 2 13.83 44 544.43 29.46 T 2 14.03 45 558.52 29.63 T 2 13.95 46 572.62 29.80 T 2 13.87 47 586.71 28.07 T 2 14.73 48 600.81 25.57 T 2 16.17 49 614.90 26.78 T 2 15.44 50 629.00 28.94 T 2 14.28 Minimum Total Number of Connectors for Ultimate Strength Beg TP End TP Beg Loc End Loc Number 0 4 0.00 31.64 73 4 10 31.64 79.09 113 10 14 79.09 121.86 149 14 20 121.86 186.01 149 20 25 186.01 261.41 149 25 30 261.41 336.80 149 30 35 336.80 412.43 149 35 40 412.43 488.05 149 40 46 488.05 572.62 150 46 50 572.62 629.00 97 Weight Volume Weight cu ft k Top Flange 170.29 83.44 Web 200.68 98.33 Bottom Flange 208.43 102.13 Flange-Web Weld 0.42 Bearing Stiffeners 5.26 2.58 Intermediate Stiff. 8.24 4.04 Steel in extensions 0.78 Total Steel 291.72 Slab 4540.54 681.08 Flange Haunch 614.89 92.23 Concrete in extensions 1.58 Total Concrete 774.89 Total Steel and Concrete 1066.60 Does not include weight of bracing, which can be found in bracing output stiffness tables. (Noncomposite weight data used in girder input is used for analysis loading.) Deflections Girder 2 Service Deflections - in Tenth Total Steel Wet Super- Max Max Pt Noncomp Con- Imposed LL+I LL+I Dead crete Dead Down Up Support 0.000 0.000 0.000 0.000 0.000 0.000 1 0.170 0.043 0.128 0.014 0.103 0.026 2 0.298 0.075 0.223 0.024 0.185 0.049 3 0.383 0.097 0.286 0.031 0.248 0.069 4 0.426 0.108 0.318 0.035 0.289 0.085 5 0.412 0.106 0.307 0.034 0.298 0.093 6 0.345 0.090 0.255 0.029 0.278 0.095 7 0.256 0.068 0.188 0.022 0.232 0.087 8 0.139 0.039 0.100 0.012 0.159 0.070 9 0.059 0.018 0.042 0.006 0.085 0.041 Support 0.000 0.000 0.000 0.000 0.000 0.000 11 0.044 0.003 0.041 0.002 0.130 0.044 12 0.154 0.019 0.135 0.010 0.273 0.073 13 0.269 0.035 0.233 0.018 0.400 0.089 14 0.316 0.036 0.279 0.022 0.475 0.111 15 0.293 0.024 0.269 0.021 0.493 0.127 16 0.199 -0.001 0.199 0.016 0.452 0.132 17 0.078 -0.025 0.103 0.007 0.357 0.121 18 -0.014 -0.037 0.023 0.001 0.241 0.094 19 -0.052 -0.032 -0.020 -0.003 0.115 0.053 Support 0.000 0.000 0.000 0.000 0.000 0.000 21 0.252 0.095 0.157 0.017 0.188 0.066 22 0.597 0.213 0.384 0.040 0.379 0.109 23 0.923 0.320 0.603 0.063 0.540 0.131 24 1.143 0.390 0.753 0.078 0.647 0.136 25 1.210 0.408 0.802 0.082 0.686 0.128 26 1.110 0.371 0.739 0.075 0.649 0.125 27 0.865 0.288 0.577 0.058 0.546 0.120 28 0.530 0.176 0.354 0.035 0.385 0.099 29 0.197 0.065 0.131 0.012 0.192 0.060 Support 0.000 0.000 0.000 0.000 0.000 0.000 31 0.063 0.019 0.043 0.007 0.165 0.066 32 0.270 0.087 0.183 0.024 0.327 0.106 33 0.488 0.159 0.329 0.041 0.453 0.125 34 0.627 0.207 0.420 0.052 0.526 0.127 35 0.643 0.215 0.428 0.054 0.545 0.123 36 0.535 0.182 0.353 0.046 0.505 0.127 37 0.334 0.118 0.216 0.031 0.417 0.120 38 0.106 0.043 0.063 0.013 0.290 0.100 39 -0.051 -0.011 -0.041 -0.001 0.142 0.061 Support 0.000 0.000 0.000 0.000 0.000 0.000 41 0.323 0.096 0.227 0.021 0.158 0.051 42 0.801 0.241 0.560 0.052 0.320 0.085 43 1.308 0.396 0.912 0.087 0.459 0.103 44 1.720 0.523 1.197 0.114 0.556 0.110 45 1.955 0.596 1.359 0.130 0.600 0.107 46 1.965 0.600 1.365 0.131 0.581 0.095 47 1.749 0.535 1.214 0.117 0.504 0.077 48 1.317 0.403 0.914 0.088 0.372 0.054 49 0.710 0.217 0.493 0.048 0.198 0.028 Support 0.000 0.000 0.000 0.000 0.000 0.000 Influence surfaces for defl developed assuming unequal participation of girders in resisting deflection. Loc Brace 16.36 0.305 0.077 0.228 0.025 0.190 0.051 Brace 32.35 0.427 0.108 0.319 0.035 0.291 0.086 Brace 48.04 0.339 0.088 0.251 0.029 0.275 0.095 Brace 63.61 0.135 0.038 0.097 0.012 0.156 0.069 Brace 79.09 0.000 0.000 0.000 0.000 0.000 0.000 Brace 94.37 0.083 0.008 0.075 0.005 0.190 0.058 Brace 109.64 0.257 0.034 0.223 0.017 0.385 0.087 Brace 124.92 0.316 0.034 0.282 0.022 0.486 0.116 Brace 140.19 0.228 0.006 0.222 0.017 0.469 0.132 Brace 155.46 0.063 -0.028 0.091 0.006 0.342 0.118 Brace 170.74 -0.047 -0.037 -0.009 -0.002 0.168 0.072 Brace 186.01 0.000 0.000 0.000 0.000 0.000 0.000 Brace 202.77 0.286 0.107 0.179 0.019 0.209 0.072 Web Spl 208.35 0.406 0.149 0.257 0.027 0.280 0.090 Brace 219.53 0.671 0.238 0.433 0.045 0.417 0.115 Brace 236.30 1.008 0.348 0.661 0.069 0.582 0.135 Brace 253.05 1.192 0.404 0.788 0.081 0.673 0.134 Brace 269.81 1.172 0.393 0.779 0.079 0.674 0.127 Brace 286.57 0.956 0.319 0.638 0.064 0.586 0.123 Brace 303.32 0.604 0.201 0.404 0.040 0.423 0.105 Brace 320.06 0.227 0.075 0.152 0.014 0.213 0.066 Brace 336.80 0.000 0.000 0.000 0.000 0.000 0.000 Brace 351.86 0.062 0.019 0.043 0.007 0.165 0.066 Brace 366.91 0.268 0.086 0.182 0.024 0.326 0.106 Brace 381.96 0.486 0.159 0.327 0.041 0.451 0.125 Brace 397.00 0.625 0.206 0.419 0.052 0.525 0.127 Brace 412.02 0.644 0.215 0.429 0.054 0.545 0.123 Brace 427.04 0.540 0.184 0.357 0.046 0.508 0.127 Brace 442.05 0.343 0.121 0.223 0.031 0.421 0.121 Brace 457.04 0.115 0.046 0.069 0.013 0.296 0.101 Brace 472.23 -0.048 -0.010 -0.039 -0.001 0.149 0.064 Brace 488.05 0.000 0.000 0.000 0.000 0.000 0.000 Brace 505.60 0.426 0.127 0.299 0.027 0.198 0.060 Brace 523.20 1.048 0.316 0.732 0.069 0.391 0.096 Brace 540.84 1.631 0.496 1.136 0.108 0.536 0.109 Brace 558.47 1.955 0.596 1.359 0.130 0.600 0.107 Brace 576.10 1.933 0.591 1.342 0.129 0.567 0.091 Brace 593.74 1.560 0.477 1.083 0.104 0.445 0.066 Brace 611.37 0.872 0.267 0.605 0.058 0.244 0.035 Positive dead load deflection is downward. Live load deflection as indicated in column heading. Status run completed FILE=R3.WRN 1. AASHTO 10.48.5.3 violation (w/t ratio of stf.) near TP 11 (Web still considered stiffened for stress determ.) 2. AASHTO 10.48.5.3 violation (w/t ratio of stf.) near TP 37 (Web still considered stiffened for stress determ.) 3. Curved girder spec. (6-1) or (6-2) violation at point 19 4. Curved girder spec. (6-7a) or (6-7b) violation at point 19 5. Eqtn (5-7) violation at point 0 - Bot flange Limiting ratio: 23 Actual ratio: 23.46 6. Eqtn (5-7) violation at point 0 - Top flange Limiting ratio: 23 Actual ratio: 23.46 7. Eqtn (5-7) violation at point 7 - Bot flange Limiting ratio: 23 Actual ratio: 23.46 8. Eqtn (5-7) violation at point 7 - Top flange Limiting ratio: 23 Actual ratio: 23.46 9. Insufficient cover for stud in span 1 Suggest defining HAUNCH or FILLET, or increasing SLABT 10. Insufficient cover for stud in span 2 Suggest defining HAUNCH or FILLET, or increasing SLABT 11. Violation of (6-13) in 6.5 of 2003 crvd gdr guide spec - bs/ts ratio. bs/ts =17.23 Limit =11.56 (Above warnings may not be comprehensive.) FILE=R3.OUT *************************************************************** MDX Steel Highway Girder Design Program, Version 6.5.1977 Load Factor Design - Composite Girder Copyright (c) 1992-2012 MDX Software, Inc. Ph:573-446-3221 Fax:573-446-3278 Email: support@mdxsoftware.com *************************************************************** Jul 23, 2013 - 4:43 pm Files: HS20 Load Rating.R3 R3.OUT Contents of data file- ************************************************** ID: HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING CONDITIONS ENGLISH OUTPUT FULL DEPTH CONNECTION PLATES INTERMEDIATE TRANSVERSE STIFFENERS BOTH SIDES OF WEB LFD METHOD M270M-345 STEEL M270M-345 STIFFENER STEEL METRIC INPUT PARABOLIC INTERPOLATION RATE MODE SINGLE BEARING STIFFENERS EACH SIDE STANDARD RESOLUTION OUTPUT SYSTEM FORCES DATA BR 4.9367 4.8559 4.7894 4.7647 4.7438 4.7158 4.7144 4.7154 4.7148 4.7142 4.7155 4.7176 5.1749 5.1743 5.1747 5.1745 5.1728 5.1734 5.1713 5.1696 5.1682 4.6499 4.6472 4.6448 4.6429 4.6394 4.6362 4.6334 4.629 4.674 4.8219 5.3479 5.3638 5.375 5.3746 5.3749 5.3749 5.3746 5.3718 BSPL 17.952 13.411 14.147 18.686 31.041 20.234 23.96 19.684 ESLABW 1738. 1867. 1995. 2122. 2248. 2373. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 1918. 2000. 2089. 2185. 2288. 2399. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. FPC 31. HAUNCH 150. HAUNCW 835. IGIRD 3 RAD 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 235.353 235.353 235.353 235.353 235.353 235.353 235.353 235.353 235.353 235.353 235.353 235.353 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 203.001 0. 0. 0. 0. 0. 0. 0. 0. SLABT 230. SLABWEAR 25. SPL 63.996 SPLBFT 26. 32. 32. 52. 58. 48. 64. 48. 64. SPLBFW 610. SPLTFT 26. 325. 26. 52. 52. 48. 38. 48. 38. SPLTFW 610. SPLTST 10. SPLTSW 180. SPLWT 16. 19. SPN 24.0906 33.0077 46.5537 46.6188 42.9577 SS 25. STFGAP 0. SUPBST 30. SUPBSW 270. TSLABW 1738. 1867. 1995. 2122. 2248. 2373. 2498. 2622. 2747. 2871. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2999. 3007. 3024. 3047. 3078. 3116. 3161. 3213. 3273. 3332. 1918. 2000. 2089. 2185. 2288. 2399. 2518. 2681. 2885. 3133. 3166. 3024. 3024. 3024. 3024. 3024. 3024. 3024. TSPL 17.952 13.411 14.147 18.686 31.041 20.234 23.96 19.684 TSSP 4937. 4856. 4789. 4765. 9458. 4714. 4715. 4715. 4714. 4715. 9892. 5174. 5175. 5174. 5173. 5173. 5171. 5169. 9818. 4647. 4645. 4643. 4639. 4636. 4633. 4629. 4674. 10170. 5364. 5375. 5375. 5375. 5375. 5375. WCONC 23562.998 WEBSP 47.81 6.787 138.6315 WEBV 1220. 1220. 1778. 1778. GO ************************************************** Case Data Girder 3 Case Data - HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING AASHTO Specification Load Factor Method 17th Edition Standard Specifications for Highway Bridges 2003 Horizontally Curved Steel Girder Guide Specification Dimensions (additional information available in Dimensions table) Given dimensions- Web Depth 70.00 in 70.00 in Web Thickness 0.63 in 0.75 in Trans. Stiff. Width 7.09 in 7.09 in Trans. Stiff. Thickness 0.39 in 0.39 in Bearing Stiff. Width 10.63 in 10.63 in 10.63 in 10.63 in 10.63 in 10.63 in Bearing Stiff. Thickness 1.18 in 1.18 in 1.18 in 1.18 in 1.18 in 1.18 in Execution Mode Rate Mode Geometry Brace locations 0.00 ft 16.20 ft 32.13 ft 47.84 ft 63.47 ft 79.04 ft 94.51 ft 109.98 ft 125.45 ft 140.92 ft 156.38 ft 171.85 ft 187.33 ft 204.31 ft 221.28 ft 238.26 ft 255.24 ft 272.21 ft 289.18 ft 306.15 ft 323.11 ft 340.07 ft 355.32 ft 370.57 ft 385.81 ft 401.04 ft 416.26 ft 431.47 ft 446.67 ft 461.86 ft 477.19 ft 493.01 ft 510.56 ft 528.16 ft 545.79 ft 563.42 ft 581.06 ft 598.69 ft 616.33 ft 633.95 ft Unbraced length of comp. flange at support 2 is 15.56 ft. Unbraced length of comp. flange at support 3 is 16.98 ft. Unbraced length of comp. flange at support 4 is 16.96 ft. Unbraced length of comp. flange at support 5 is 17.54 ft. Cover plates No cover plates Curvature Radius of curvature 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 666.01 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 2003 Guide Spec. for Horizontally Curved Steel Girder Bridges Flange splices Top flange splice locations 58.90 ft 102.90 ft 149.31 ft 210.62 ft 312.46 ft 378.84 ft 457.45 ft 522.03 ft Bottom flange splice locations 58.90 ft 102.90 ft 149.31 ft 210.62 ft 312.46 ft 378.84 ft 457.45 ft 522.03 ft Girder Type Plate Girder Composite Behavior Composite region for composite loading - 0. - 633.95 ft Span lengths 79.04 ft 108.29 ft 152.74 ft 152.95 ft 140.94 ft Stiffeners Bearing Stiffeners Single bearing stiffeners each side Longitudinal Stiffeners No longitudinal stiffener Transverse Stiffeners Transverse stiffeners both sides Stiffener transitions 16.20 ft 32.13 ft 47.84 ft 63.47 ft 79.04 ft 94.50 ft 109.97 ft 140.91 ft 156.37 ft 171.84 ft 187.33 ft 204.30 ft 221.27 ft 238.25 ft 255.23 ft 289.17 ft 306.14 ft 323.09 ft 340.07 ft 355.31 ft 370.55 ft 385.79 ft 401.02 ft 416.24 ft 431.45 ft 446.65 ft 461.84 ft 477.18 ft 493.01 ft 510.54 ft 528.14 ft 616.31 ft Stiffener clips 0.98 in Web Splices Web splice locations 209.96 ft Web haunches No web haunches Fatigue Allowable weld stress 18.00 ksi AWS minimum welds Fatigue stress category B flange splices Impact Impact factors assigned in GSA program Loading Load Factors gamma, beta 1.300 1.670 Constructibility 1.400 Forms weight factor 1.000 Unshored construction Material Concrete Unit wt of concrete 150. lb/cu ft Slab t for strength 8.07 in 8.07 in 8.07 in 8.07 in 8.07 in Concrete strength 4.50 ksi Effective slab width 68.43 in 73.50 in 78.54 in 83.54 in 88.50 in 93.43 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 75.51 in 78.74 in 82.24 in 86.02 in 90.08 in 94.45 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in Neg mom rebar area 7.82 in2 7.82 in2 7.82 in2 7.82 in2 Rebar placement from bottom of slab 4.55 in 4.55 in 4.55 in 4.55 in Negative mom. slab used in dead load 2 analysis Slab haunch 5.91 in 5.91 in 5.91 in 5.91 in 5.91 in Slab haunch width 32.87 in 32.87 in 32.87 in 32.87 in 32.87 in Self weight slab width by tenth pt 68.43 in 73.50 in 78.54 in 83.54 in 88.50 in 93.43 in 98.35 in 103.23 in 108.15 in 113.03 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 118.07 in 118.39 in 119.06 in 119.96 in 121.18 in 122.68 in 124.45 in 126.50 in 128.86 in 131.18 in 75.51 in 78.74 in 82.24 in 86.02 in 90.08 in 94.45 in 99.13 in 105.55 in 113.58 in 123.35 in 124.65 in 119.06 in 119.06 in 119.06 in 119.06 in 119.06 in 119.06 in 119.06 in Steel Web splice section 1 Steel grade M270-50 Web splice section 2 Steel grade M270-50 Rebar yield 60.00 ksi Summary tables Standard resolution summary tables Units Input Units: Metric Output Units: U.S. Customary END OF CASE DATA * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * (Nonprismatic section used for this analysis.) Service load shear (kips) and moment (kip-ft) at span tenth points on web section 1 Max live load+impact shear 56.3T 49.1T 39.6T 36.9T -32.9T -31.8T -44.4T -49.6T -63.8T -75.0T -73.0T 88.7T 68.4T 61.8T 44.6T -41.2T -53.8T -64.1T -79.5T -89.2T -88.8T 88.4L Dead load 1 shear 36.2 27.3 18.1 7.3 -2.7 -17.3 -28.0 -48.4 -66.4 -86.8 -105.8 84.0 53.6 22.5 4.8 -14.2 -32.4 -50.3 -69.7 -89.8 -108.7 106.4 Dead load 2 shear 5.3 3.9 2.5 1.1 -0.3 -1.9 -3.3 -5.1 -6.4 -8.0 -9.4 8.8 12.7 14.5 16.7 -1.2 -3.1 -5.0 -6.9 -8.9 -10.8 10.0 (Shear value at an interior support is at left of support.) Max live load+impact moment 1.8T 353.5T 598.1T 751.8T 845.7T 864.1T 814.5T 694.2T 495.5L 349.3L 310.3L 325.4T 661.1T 932.6T 1114.9T 1130.1T 1055.0T 855.4T 619.7T 416.4L 385.3L 573.2T Min live load+impact moment -1.9T -73.9T -147.9T -221.4T -294.9T -369.9T -447.3T -527.6T -615.2T -745.2L -1089.3L -557.7L -404.5T -341.4T -370.0L -449.3L -538.2L -641.6L -884.3L -1315.3L -1958.5L -1039.3L Dead load 1 moment 0.0 251.3 431.3 525.8 544.4 448.9 269.8 -65.5 -526.5 -1131.9 -1891.2 -839.7 -99.3 330.5 476.5 427.1 177.4 -270.0 -928.6 -1791.8 -2867.3 -1037.6 Dead load 2 moment 0.0 36.2 61.6 75.7 78.8 69.5 49.1 14.8 -30.7 -87.9 -155.9 -70.5 -6.5 36.0 55.0 52.7 29.2 -15.1 -79.8 -165.5 -272.1 -98.7 * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Rate Web depth = 70.0000 in Web thickness = 0.6250 in Tenth Top Flange Min Top Bott Flange Min Bott Flange to Web Weld Point Width Flange t Width Flange t Top Bott 0 24.02 1.024 24.02 1.024 5/16 5/16 1 24.02 1.024 24.02 1.024 5/16 5/16 2 24.02 1.024 24.02 1.024 5/16 5/16 3 24.02 1.024 24.02 1.024 5/16 5/16 4 24.02 1.024 24.02 1.024 5/16 5/16 5 24.02 1.024 24.02 1.024 5/16 5/16 6 24.02 1.024 24.02 1.024 5/16 5/16 7 24.02 1.024 24.02 1.024 5/16 5/16 8 24.02 12.795 24.02 1.260 5/16 5/16 9 24.02 12.795 24.02 1.260 5/16 5/16 10 24.02 12.795 24.02 1.260 5/16 5/16 11 24.02 12.795 24.02 1.260 5/16 5/16 12 24.02 12.795 24.02 1.260 5/16 5/16 13 24.02 1.024 24.02 1.260 5/16 5/16 14 24.02 1.024 24.02 1.260 5/16 5/16 15 24.02 1.024 24.02 1.260 5/16 5/16 16 24.02 1.024 24.02 1.260 5/16 5/16 17 24.02 2.047 24.02 2.047 5/16 5/16 18 24.02 2.047 24.02 2.047 5/16 5/16 19 24.02 2.047 24.02 2.047 5/16 5/16 20 24.02 2.047 24.02 2.047 5/16 5/16 21 24.02 2.047 24.02 2.047 5/16 5/16 2 - 10.75 x 1.125 brng. stf. at 0.00 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 79.04 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 187.33 ft from left end of web section 7.00 x 0.41 transverse stiffeners 1 stiffener space at 203.70 in (straddles web splice) Composite section properties at max positive moment - n = 8 I = 96918. in4 S (top steel) = 12672.64 in3 S (bottom steel) = 2271.48 in3 S (concrete) = 4704.61 in3 Neutral axis from bottom flange = 42.67 in Composite section properties at max positive moment - n = 24 I = 68775. in4 S (top steel) = 4084.82 in3 S (bottom steel) = 2054.30 in3 S (concrete) = 2308.69 in3 Neutral axis from bottom flange = 33.48 in Section properties of girder alone at max positive moment I = 38704. in4 S (top) = 1448.45 in3 S (bottom) = 1640.45 in3 Neutral axis from bottom flange = 23.59 in Section properties of girder alone at max negative moment I = 145505. in4 S (top) = 3927.55 in3 S (bottom) = 3927.54 in3 Neutral axis from bottom flange = 37.05 in Composite section properties at max negative moment I = 160812. in4 S (top of steel) = 4637.40 in3 S (bottom of steel) = 4079.70 in3 S (reinf) = 3732.64 in3 Neutral axis from bottom flange = 39.42 in * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Web Section 1 Stresses ----------------------- Factored Shear Factored Bending Tenth Shear Strength Moment Strength Point (k ) (k ) Ratio (k-ft) (k-ft) Ratio 0 176.1 649.8 (5) 0.271 4.0 6967.8 (10) 0.001 1 147.2 649.8 (5) 0.227 1141.2 8592.0 (20) 0.133 2 112.7 649.8 (5) 0.174 1939.1 8992.6 (20) 0.216 3 90.9 649.8 (5) 0.140 2414.2 9095.2 (20) 0.265 4 75.4 649.8 (5) 0.116 2646.3 9196.1 (20) 0.288 5 94.0 649.8 (5) 0.145 2549.9 9295.3 (20) 0.274 6 137.1 649.8 (5) 0.211 2182.9 9364.0 (20) 0.233 7 177.1 649.8 (5) 0.273 1441.1 8133.9 (10) 0.177 8 233.2 649.8 (5) 0.359 2059.9 9257.8 (10) 0.222 9 286.0 649.8 (5) 0.440 3203.6 9256.2 (10) 0.346 10L 308.2 649.8 (5) 0.474 5026.1 9255.2 (10) 0.543 10R 348.2 649.8 (5) 0.536 5026.1 9255.2 (10) 0.543 11 313.4 649.8 (5) 0.482 2393.9 8064.0 (10) 0.297 12 234.7 649.8 (5) 0.361 1297.7 8147.2 (10) 0.159 13 182.2 649.8 (5) 0.280 2501.1 8837.0 (10) 0.283 14 124.8 649.8 (5) 0.192 3111.4 8769.6 (10) 0.355 15 109.5 649.8 (5) 0.169 3077.2 8791.8 (10) 0.350 16 163.1 649.8 (5) 0.251 2558.9 9132.2 (10) 0.280 17 211.2 649.8 (5) 0.325 1763.6 10869.4 (9) 0.162 18 272.1 550.2 (5) 0.495 3230.7 11461.3 (10) 0.282 19 322.1 463.0 (5) 0.696 5400.1 13777.0 (10) 0.392 20L 348.2 445.8 (5) 0.781 8333.2 13642.6 (10) 0.611 20R 404.4 445.8 (5) 0.907 8333.2 13642.6 (10) 0.611 21 343.3 445.8 (5) 0.770 3733.5 16143.7 (9) 0.231 Stiffeners Location 16.20 111.7 649.8 (5) 0.172 32.13 76.6 649.8 (5) 0.118 47.84 139.2 649.8 (5) 0.214 63.47 234.9 649.8 (5) 0.361 94.50 279.7 649.8 (5) 0.430 109.97 189.8 649.8 (5) 0.292 125.44 120.5 649.8 (5) 0.185 140.91 147.7 649.8 (5) 0.227 156.37 219.8 649.8 (5) 0.338 171.84 300.6 496.8 (5) 0.605 204.30 335.5 445.8 (5) 0.753 (5) C 0.58 Fyw D t (20) compact section (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 2651.79 2661.20 3 3832.86 4081.25 Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 0.00 0.00 0.00 0.000 chk not rq 0.000 0.000 16.20 13.57 0.00 0.000 chk not rq 0.000 0.000 32.13 17.98 0.00 0.000 0.000 0.000 0.000 47.84 13.94 0.00 0.000 chk not rq 0.000 0.000 63.47 10.94 0.00 0.000 chk not rq 0.000 0.000 79.04 26.31 0.00 0.000 0.000 0.000 0.000 94.51 8.09 0.88 0.109 chk not rq 0.035 0.035 109.98 13.24 1.27 0.096 chk not rq 0.051 0.051 125.45 18.02 1.71 0.095 0.190 0.069 0.069 140.92 15.30 1.47 0.096 chk not rq 0.059 0.059 156.38 8.65 0.65 0.075 0.149 0.026 0.026 171.85 14.79 1.19 0.080 0.160 0.047 0.047 187.33 24.94 2.26 0.091 0.181 0.090 0.090 204.31 9.41 0.98 0.104 0.208 0.039 0.039 Bearing Stiffeners Location Factored Allowable Actual Ratio Allowable Actual Ratio From Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress (ft) (k ) (ksi) (ksi) (ksi) (ksi) 0.00 175.56 49.95 5.62 0.113 67.55 7.99 0.118 0.00 175.56 49.95 5.62 0.113 67.55 7.99 0.118 79.04 571.81 49.95 18.32 0.367 67.55 26.02 0.385 79.04 571.81 49.95 18.32 0.367 67.55 26.02 0.385 187.33 687.18 49.95 22.01 0.441 67.55 31.27 0.463 187.33 687.18 49.95 22.01 0.441 67.55 31.27 0.463 Fatigue Truck Loading Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) Range Range Girder Base metal 7.90 B 242.63 1.58 8.00 0.197 Base metal 15.81 B 426.66 2.78 8.00 0.348 Base metal 23.71 B 561.49 3.67 8.00 0.459 Base metal 31.61 B 653.94 4.30 8.00 0.538 Base metal 39.52 B 698.68 4.64 8.00 0.580 Base metal 47.42 B 725.66 4.87 8.00 0.609 Base metal 55.33 C 708.63 2.30 5.00 0.460 Base metal 63.23 C 626.53 0.81 5.00 0.162 Base metal 71.13 C 633.91 0.83 5.00 0.166 Base metal 79.04 C 666.83 0.89 5.00 0.177 Base metal 89.87 C 468.69 0.52 5.00 0.105 Base metal 100.70 C 594.31 0.66 5.00 0.133 Base metal 111.53 B 725.28 4.10 8.00 0.512 Base metal 122.35 B 805.53 4.30 8.00 0.538 Base metal 133.18 B 871.93 4.95 8.00 0.618 Base metal 144.01 B 901.96 4.81 8.00 0.602 Base metal 154.84 C 832.74 0.86 5.00 0.172 Base metal 165.67 C 756.95 0.78 5.00 0.157 Base metal 176.50 C 755.69 0.78 5.00 0.156 Base metal 187.33 C 943.73 0.98 5.00 0.195 Base metal 202.60 C 858.94 0.89 5.00 0.178 Near flg-web weld 7.90 B 242.63 1.54 8.00 0.192 Near flg-web weld 15.81 B 426.66 2.71 8.00 0.339 Near flg-web weld 23.71 B 561.49 3.58 8.00 0.448 Near flg-web weld 31.61 B 653.94 4.20 8.00 0.525 Near flg-web weld 39.52 B 698.68 4.53 8.00 0.566 Near flg-web weld 47.42 B 725.66 4.76 8.00 0.595 Near flg-web weld 55.33 B 708.63 4.73 8.00 0.591 Near flg-web weld 63.23 B 626.53 0.02 8.00 0.003 Near flg-web weld 71.13 B 633.91 0.02 8.00 0.003 Near flg-web weld 79.04 B 666.83 0.03 8.00 0.003 Near flg-web weld 89.87 B 468.69 0.02 8.00 0.002 Near flg-web weld 100.70 B 594.31 2.94 8.00 0.367 Near flg-web weld 111.53 B 725.28 3.72 8.00 0.465 Near flg-web weld 122.35 B 805.53 4.13 8.00 0.516 Near flg-web weld 133.18 B 871.93 4.47 8.00 0.559 Near flg-web weld 144.01 B 901.96 4.62 8.00 0.578 Near flg-web weld 154.84 B 832.74 2.93 8.00 0.366 Near flg-web weld 165.67 B 756.95 0.73 8.00 0.091 Near flg-web weld 176.50 B 755.69 0.73 8.00 0.092 Near flg-web weld 187.33 B 943.73 0.92 8.00 0.115 Near flg-web weld 202.60 B 858.94 0.84 8.00 0.105 Top Flg. splice 58.90 B 679.59 2.38 8.00 0.298 Top Flg. splice 102.90 B 620.50 1.70 8.00 0.212 Top Flg. splice 149.31 B 880.50 2.52 8.00 0.315 Top Flg. splice 210.62 B 1016.75 1.75 8.00 0.219 Bot.Flg. splice 58.90 B 679.59 4.70 8.00 0.588 Bot.Flg. splice 102.90 B 620.50 3.45 8.00 0.431 Bot.Flg. splice 149.31 B 880.50 5.16 8.00 0.646 Bot.Flg. splice 210.62 B 1016.75 2.93 8.00 0.367 Rebars 79.04 1078.61 1.24 20.00 0.062 Rebars 187.33 1548.24 4.88 20.00 0.244 * wheel distribution given in GSA program * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Cost Schedule for Web Section 1 -------------------------------- lb Flange 89345.4 Web 23411.4 Web stiffeners 1101.7 Bearing stiff. 1440.3 Total steel 115298.9 Welding Vol lbs Flange-web 492.1 139.5 Trans.stiff.-web ( 1/ 4 cont.) 85.4 24.2 Brng.stiff.( 1)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 2)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 3)-web( 5/16 cont.) 13.7 3.9 Total welding * 618.5 175.4 Total steel and weld 115474.2 Begin solution for web section 2. * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Service load shear (kips) and moment (kip-ft) at span tenth points on web section 2 Max live load+impact shear 71.5L 61.0T 52.6T -46.2T -53.9T -64.5T -77.3T -94.5T -104.3T 116.9T 73.9L -56.6T 40.9T 38.1T 35.9T -39.9T -51.4T -63.9T -83.1T 90.6T 80.7T 58.9T 50.8T 50.5T -48.5T -47.9T -45.9T -57.9T -79.1T Dead load 1 shear 78.1 50.2 23.2 -3.9 -31.2 -59.1 -88.2 -117.9 -145.6 120.8 97.4 2.2 14.8 -5.8 -33.1 -58.8 -84.1 -107.7 -131.8 144.0 119.4 91.1 21.7 23.1 -2.2 -21.5 -42.3 -77.3 -102.6 Dead load 2 shear 12.7 14.5 16.7 -0.5 -3.1 -5.7 -8.5 -11.2 -13.9 12.1 10.0 0.6 1.7 -0.3 -3.1 -5.8 -8.6 -11.1 -13.8 14.3 11.9 9.2 2.5 2.2 -0.3 -2.1 -4.4 -7.8 -10.2 (Shear value at an interior support is at left of support.) Max live load+impact moment 1150.7T 1571.1T 1812.7T 1899.4T 1810.5T 1561.7T 1131.2T 614.5L 443.8L 588.1L 1202.3T 1523.4T 1134.0T 1167.8T 1171.9T 1034.3T 775.5T 441.4T 275.8L 480.4L 1004.2T 1388.1T 1571.4T 1507.5T 1480.4T 1379.9T 1172.0T 795.0T 1.2T Min live load+impact moment -779.8T -658.1T -594.1L -572.5L -606.3L -655.2L -781.0L -1208.6L -2175.6L -1193.1L -892.3L -843.0L -504.3L -499.7L -559.7L -597.2L -678.8L -956.0L -1624.2L -957.6L -684.4L -590.3L -505.6L -361.7L -275.6L -212.3L -146.7L -73.8L -0.5L Dead load 1 moment 365.5 1340.5 1902.3 2050.7 1783.1 1094.2 -26.2 -1591.2 -3604.8 -1577.4 53.3 1314.2 1193.6 1255.6 997.3 316.5 -762.6 -2231.8 -4071.7 -1874.3 -27.8 1452.6 2396.2 2525.3 2672.1 2526.2 2076.4 1267.5 0.0 Dead load 2 moment 33.3 125.1 177.2 189.9 162.8 95.7 -12.5 -162.5 -354.7 -154.0 10.5 142.8 132.7 138.1 113.0 45.0 -65.0 -216.5 -408.2 -189.8 -6.0 142.4 239.1 256.6 269.9 255.2 209.4 127.0 0.0 * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Rate Web depth = 70.0000 in Web thickness = 0.7500 in Tenth Top Flange Min Top Bott Flange Min Bott Flange to Web Weld Point Width Flange t Width Flange t Top Bott 22 24.02 2.047 24.02 2.283 5/16 5/16 23 24.02 2.047 24.02 2.283 5/16 5/16 24 24.02 2.047 24.02 2.283 5/16 5/16 25 24.02 2.047 24.02 2.283 5/16 5/16 26 24.02 2.047 24.02 2.283 5/16 5/16 27 24.02 2.047 24.02 2.283 5/16 5/16 28 24.02 2.047 24.02 2.283 5/16 5/16 29 24.02 1.890 24.02 1.890 5/16 5/16 30 24.02 1.890 24.02 1.890 5/16 5/16 31 24.02 1.890 24.02 1.890 5/16 5/16 32 24.02 1.890 24.02 1.890 5/16 5/16 33 24.02 1.496 24.02 2.520 5/16 5/16 34 24.02 1.496 24.02 2.520 5/16 5/16 35 24.02 1.496 24.02 2.520 5/16 5/16 36 24.02 1.496 24.02 2.520 5/16 5/16 37 24.02 1.496 24.02 2.520 5/16 5/16 38 24.02 1.890 24.02 1.890 5/16 5/16 39 24.02 1.890 24.02 1.890 5/16 5/16 40 24.02 1.890 24.02 1.890 5/16 5/16 41 24.02 1.890 24.02 1.890 5/16 5/16 42 24.02 1.890 24.02 1.890 5/16 5/16 43 24.02 1.496 24.02 2.520 5/16 5/16 44 24.02 1.496 24.02 2.520 5/16 5/16 45 24.02 1.496 24.02 2.520 5/16 5/16 46 24.02 1.496 24.02 2.520 5/16 5/16 47 24.02 1.496 24.02 2.520 5/16 5/16 48 24.02 1.496 24.02 2.520 5/16 5/16 49 24.02 1.496 24.02 2.520 5/16 5/16 50 24.02 1.496 24.02 2.520 5/16 5/16 2 - 10.75 x 1.125 brng. stf. at 130.10 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 283.05 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 423.99 ft from left end of web section 7.00 x 0.41 transverse stiffeners 1 stiffener space at 203.70 in (straddles web splice) Composite section properties at max positive moment - n = 8 I = 295684. in4 S (top steel) = 13211.06 in3 S (bottom steel) = 5726.52 in3 S (concrete) = 8481.59 in3 Neutral axis from bottom flange = 51.63 in Composite section properties at max positive moment - n = 24 I = 211217. in4 S (top steel) = 6315.50 in3 S (bottom steel) = 5206.05 in3 S (concrete) = 4599.22 in3 Neutral axis from bottom flange = 40.57 in Section properties of girder alone at max positive moment I = 141394. in4 S (top) = 3318.76 in3 S (bottom) = 4501.34 in3 Neutral axis from bottom flange = 31.41 in Section properties of girder alone at max negative moment I = 138740. in4 S (top) = 3760.94 in3 S (bottom) = 3760.94 in3 Neutral axis from bottom flange = 36.89 in Composite section properties at max negative moment I = 154054. in4 S (top of steel) = 4460.38 in3 S (bottom of steel) = 3925.79 in3 S (reinf) = 3574.23 in3 Neutral axis from bottom flange = 39.24 in * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Web Section 2 Stresses ----------------------- Factored Shear Factored Bending Tenth Shear Strength Moment Strength Point (k ) (k ) Ratio (k-ft) (k-ft) Ratio 22 273.2 770.4 (5) 0.355 3016.6 21418.7 (6) 0.141 23 216.5 770.4 (5) 0.281 5316.1 20604.0 (6) 0.258 24 166.1 770.4 (5) 0.216 6638.7 20334.1 (6) 0.326 25 106.1 770.4 (5) 0.138 7036.3 20279.3 (6) 0.347 26 161.6 770.4 (5) 0.210 6460.2 20399.9 (6) 0.317 27 224.5 770.4 (5) 0.291 4937.2 20791.3 (6) 0.237 28 293.4 770.4 (5) 0.381 2405.6 21080.6 (9) 0.114 29 372.9 770.4 (5) 0.484 4903.6 15467.6 (9) 0.317 30L 433.9 770.4 (5) 0.563 9870.7 15432.5 (9) 0.640 30R 537.7 770.4 (5) 0.698 9870.7 15432.5 (9) 0.640 31 426.5 770.4 (5) 0.554 4841.1 15581.8 (9) 0.311 32 300.1 770.4 (5) 0.390 2693.1 19192.9 (6) 0.140 33 119.3 770.4 (5) 0.155 5201.3 21415.5 (6) 0.243 34 110.2 770.4 (5) 0.143 4186.2 21277.6 (6) 0.197 35 74.9 770.4 (5) 0.097 4347.0 21297.4 (6) 0.204 36 111.4 770.4 (5) 0.145 3987.4 21622.1 (6) 0.184 37 170.6 770.4 (5) 0.221 2715.4 22702.1 (6) 0.120 38 232.0 770.4 (5) 0.301 2549.6 15600.0 (9) 0.163 39 293.3 770.4 (5) 0.381 5258.3 15459.5 (9) 0.340 40L 369.7 770.4 (5) 0.480 9350.0 15329.7 (9) 0.610 40R 438.1 770.4 (5) 0.569 9350.0 15329.7 (9) 0.610 41 402.5 770.4 (5) 0.522 4762.2 15365.5 (9) 0.310 42 345.8 770.4 (5) 0.449 2136.2 18543.3 (9) 0.115 43 258.3 770.4 (5) 0.335 5087.0 23740.3 (20) 0.214 44 141.7 770.4 (5) 0.184 6837.5 23740.3 (20) 0.288 45 142.5 770.4 (5) 0.185 6889.3 23740.3 (20) 0.290 46 108.6 770.4 (5) 0.141 7038.6 23740.3 (20) 0.296 47 134.7 770.4 (5) 0.175 6611.5 23740.3 (20) 0.278 48 160.3 770.4 (5) 0.208 5515.8 23740.3 (20) 0.232 49 236.4 770.4 (5) 0.307 3538.8 23740.3 (20) 0.149 50 318.5 770.4 (5) 0.413 2.6 20050.2 (10) 0.000 Stiffeners Location 221.27 260.6 770.4 (5) 0.338 238.25 199.7 770.4 (5) 0.259 255.23 139.4 770.4 (5) 0.181 272.20 137.0 770.4 (5) 0.178 289.17 203.6 770.4 (5) 0.264 306.14 278.1 770.4 (5) 0.361 323.09 364.1 770.4 (5) 0.473 370.55 301.0 770.4 (5) 0.391 385.79 121.2 770.4 (5) 0.157 401.02 110.3 770.4 (5) 0.143 416.24 75.6 770.4 (5) 0.098 431.45 110.5 770.4 (5) 0.143 446.65 168.8 770.4 (5) 0.219 461.84 229.6 770.4 (5) 0.298 477.18 291.1 770.4 (5) 0.378 510.54 388.7 770.4 (5) 0.505 528.14 302.7 770.4 (5) 0.393 545.77 171.6 770.4 (5) 0.223 581.04 115.0 770.4 (5) 0.149 598.68 147.4 770.4 (5) 0.191 616.31 217.3 770.4 (5) 0.282 (5) C 0.58 Fyw D t (20) compact section (6) Fy S(equiv) Maximum moment in factored strength expression (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 2651.79 2661.20 3 3832.86 4081.25 Max pos mom in span and neg pier moment have been adjusted for compact section (AASHTO 10.48.1.3). Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 221.28 8.54 0.93 0.109 0.218 0.037 0.037 238.26 14.27 1.78 0.125 0.250 0.071 0.071 255.24 16.97 2.11 0.125 0.249 0.085 0.085 272.21 16.70 2.08 0.125 0.249 0.083 0.083 289.18 13.43 1.68 0.125 0.251 0.067 0.067 306.15 6.99 0.90 0.128 0.256 0.036 0.036 323.11 13.68 1.65 0.121 0.242 0.066 0.066 340.07 30.80 3.32 0.108 0.216 0.133 0.133 355.32 15.07 1.45 0.096 0.193 0.058 0.058 370.57 6.85 0.76 0.111 0.222 0.030 0.030 385.81 12.04 1.15 0.096 0.191 0.046 0.046 401.04 9.80 0.93 0.095 0.190 0.037 0.037 416.26 10.16 0.97 0.095 0.190 0.039 0.039 431.47 9.23 0.88 0.096 0.192 0.035 0.035 446.67 6.09 0.60 0.098 0.196 0.024 0.024 461.86 7.46 0.74 0.099 0.197 0.029 0.029 477.19 16.10 1.63 0.101 0.203 0.065 0.065 493.01 29.29 3.41 0.116 0.233 0.136 0.136 510.56 11.56 1.54 0.133 0.266 0.061 0.061 528.16 8.30 1.09 0.131 0.262 0.043 0.043 545.79 15.43 0.00 0.000 0.000 0.000 0.000 563.42 16.38 0.00 0.000 0.000 0.000 0.000 581.06 16.68 0.00 0.000 0.000 0.000 0.000 598.69 14.68 0.00 0.000 0.000 0.000 0.000 616.33 9.93 0.00 0.000 0.000 0.000 0.000 633.95 0.00 0.00 0.000 0.000 0.000 0.000 Bearing Stiffeners Location Factored Allowable Actual Ratio Allowable Actual Ratio From Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress (ft) (k ) (ksi) (ksi) (ksi) (ksi) 340.07 780.84 49.84 22.76 0.457 67.55 35.54 0.526 130.10 780.84 49.84 22.76 0.457 67.55 35.54 0.526 493.01 713.90 49.84 20.81 0.417 67.55 32.49 0.481 283.05 713.90 49.84 20.81 0.417 67.55 32.49 0.481 633.95 314.33 49.84 9.16 0.184 67.55 14.31 0.212 423.99 314.33 49.84 9.16 0.184 67.55 14.31 0.212 Fatigue Truck Loading Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) Range Range Girder Base metal 217.88 B 1138.54 2.62 8.00 0.327 Base metal 233.15 B 1328.95 3.16 8.00 0.395 Base metal 248.42 B 1401.93 3.45 8.00 0.431 Base metal 263.70 B 1364.42 3.40 8.00 0.425 Base metal 278.97 B 1373.28 3.37 8.00 0.421 Base metal 294.25 B 1287.22 3.05 8.00 0.381 Base metal 309.52 C 1088.53 0.94 5.00 0.188 Base metal 324.79 C 854.29 0.75 5.00 0.149 Base metal 340.07 C 927.06 0.81 5.00 0.162 Base metal 355.36 C 901.66 0.79 5.00 0.157 Base metal 370.66 B 1218.06 3.69 8.00 0.461 Base metal 385.95 B 1342.22 3.25 8.00 0.407 Base metal 401.25 B 898.96 2.16 8.00 0.270 Base metal 416.54 B 905.48 2.17 8.00 0.271 Base metal 431.83 B 977.93 2.33 8.00 0.292 Base metal 447.13 B 960.01 2.28 8.00 0.286 Base metal 462.42 C 849.04 0.76 5.00 0.151 Base metal 477.72 C 725.93 0.63 5.00 0.127 Base metal 493.01 C 820.16 0.72 5.00 0.143 Base metal 507.11 C 675.89 0.59 5.00 0.118 Base metal 521.20 C 922.07 0.80 5.00 0.161 Base metal 535.30 B 1152.51 2.57 8.00 0.321 Base metal 549.39 B 1222.47 2.69 8.00 0.337 Base metal 563.48 B 1108.98 2.42 8.00 0.302 Base metal 577.58 B 1044.96 2.26 8.00 0.283 Base metal 591.67 B 949.35 2.04 8.00 0.255 Base metal 605.76 B 784.64 1.68 8.00 0.210 Base metal 619.86 B 495.59 1.06 8.00 0.132 Near flg-web weld 217.88 B 1138.54 2.46 8.00 0.307 Near flg-web weld 233.15 B 1328.95 2.87 8.00 0.359 Near flg-web weld 248.42 B 1401.93 3.03 8.00 0.378 Near flg-web weld 263.70 B 1364.42 2.94 8.00 0.368 Near flg-web weld 278.97 B 1373.28 2.96 8.00 0.370 Near flg-web weld 294.25 B 1287.22 2.78 8.00 0.347 Near flg-web weld 309.52 B 1088.53 2.35 8.00 0.294 Near flg-web weld 324.79 B 854.29 0.70 8.00 0.088 Near flg-web weld 340.07 B 927.06 0.77 8.00 0.096 Near flg-web weld 355.36 B 901.66 0.74 8.00 0.093 Near flg-web weld 370.66 B 1218.06 3.03 8.00 0.379 Near flg-web weld 385.95 B 1342.22 2.72 8.00 0.340 Near flg-web weld 401.25 B 898.96 1.82 8.00 0.227 Near flg-web weld 416.54 B 905.48 1.83 8.00 0.228 Near flg-web weld 431.83 B 977.93 1.97 8.00 0.246 Near flg-web weld 447.13 B 960.01 1.92 8.00 0.240 Near flg-web weld 462.42 B 849.04 0.72 8.00 0.089 Near flg-web weld 477.72 B 725.93 0.60 8.00 0.075 Near flg-web weld 493.01 B 820.16 0.68 8.00 0.085 Near flg-web weld 507.11 B 675.89 0.56 8.00 0.070 Near flg-web weld 521.20 B 922.07 2.30 8.00 0.287 Near flg-web weld 535.30 B 1152.51 2.44 8.00 0.305 Near flg-web weld 549.39 B 1222.47 2.56 8.00 0.320 Near flg-web weld 563.48 B 1108.98 2.30 8.00 0.287 Near flg-web weld 577.58 B 1044.96 2.15 8.00 0.269 Near flg-web weld 591.67 B 949.35 1.94 8.00 0.243 Near flg-web weld 605.76 B 784.64 1.60 8.00 0.200 Near flg-web weld 619.86 B 495.59 1.01 8.00 0.126 Top Flg. splice 312.46 B 1046.22 1.78 8.00 0.223 Top Flg. splice 378.84 B 1355.09 2.43 8.00 0.303 Top Flg. splice 457.45 B 886.46 1.62 8.00 0.202 Top Flg. splice 522.03 B 936.06 1.65 8.00 0.206 Top Flg. splice 633.95 B 1.09 0.00 8.00 0.000 Bot.Flg. splice 312.46 B 1046.22 3.18 8.00 0.397 Bot.Flg. splice 378.84 B 1355.09 4.28 8.00 0.535 Bot.Flg. splice 457.45 B 886.46 2.79 8.00 0.349 Bot.Flg. splice 522.03 B 936.06 2.84 8.00 0.355 Bot.Flg. splice 633.95 B 1.09 0.00 8.00 0.000 Trans. stiff. toe 255.23 C' 1385.22 3.38 6.00 0.564 Rebars 340.07 1436.34 4.82 20.00 0.241 Rebars 493.01 1267.28 4.25 20.00 0.213 * wheel distribution given in GSA program * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Cost Schedule for Web Section 2 -------------------------------- lb Flange 139237.6 Web 75744.3 Web stiffeners 2935.3 Bearing stiff. 1440.3 Total steel 219357.5 Welding Vol lbs Flange-web 993.7 281.8 Trans.stiff.-web ( 1/ 4 cont.) 227.5 64.5 Brng.stiff.( 1)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 2)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 3)-web( 5/16 cont.) 13.7 3.9 Total welding * 1262.2 357.9 Total steel and weld 219715.4 Summary Tables Governing Service Shear Girder 3 Service Shear -k Tenth Location Noncomp Comp Max LL+I Range Point Dead Dead 0 0.00 36.17 5.28 56.29 T 66.07 1 7.90 27.35 3.90 49.10 T 58.84 2 15.81 18.15 2.51 39.56 T 55.04 3 23.71 7.29 1.08 36.88 T 57.93 4 31.61 -2.65 -0.30 -32.94 T 60.96 5 39.52 -17.34 -1.89 -31.76 T 58.93 6 47.42 -28.02 -3.28 -44.42 T 66.35 7 55.33 -48.36 -5.06 -49.60 T 70.71 Top flg.spl. 58.90 -56.79 -5.73 -54.90 73.18 Bot flg.spl. 58.90 -56.79 -5.73 -54.90 73.18 8 63.23 -66.39 -6.44 -63.82 T 76.59 9 71.13 -86.84 -7.98 -74.97 T 87.53 10 79.04L -105.76 -9.36 -73.02 T 82.10 10 79.04R 110.19 8.84 89.10 T 104.64 11 89.87 84.00 8.84 88.75 T 108.27 12 100.70 53.58 12.69 68.45 T 93.41 Top flg.spl. 102.90 47.31 13.22 65.99 91.93 Bot flg.spl. 102.90 47.31 13.22 65.99 91.93 13 111.53 22.50 14.46 61.82 T 91.12 14 122.35 4.75 16.73 44.64 T 88.49 15 133.18 -14.19 -1.21 -41.21 T 81.61 16 144.01 -32.40 -3.14 -53.85 T 89.97 Top flg.spl. 149.31 -41.21 -4.07 -59.16 90.01 Bot flg.spl. 149.31 -41.21 -4.07 -59.16 90.01 17 154.84 -50.35 -5.03 -64.11 T 87.23 18 165.67 -69.67 -6.95 -79.45 T 99.53 19 176.50 -89.83 -8.89 -89.24 T 102.76 20 187.33L -108.73 -10.79 -88.84 T 98.41 20 187.33R 133.14 12.69 98.97 L 114.12 21 202.60 106.44 10.02 88.39 L 110.56 Top flg.spl. 210.62 91.53 11.53 78.71 105.17 Bot flg.spl. 210.62 91.53 11.53 78.71 105.17 22 217.88 78.12 12.69 71.47 L 101.95 23 233.15 50.23 14.46 60.99 T 100.31 24 248.42 23.22 16.73 52.57 T 92.63 25 263.70 -3.89 -0.47 -46.25 T 91.81 26 278.97 -31.18 -3.07 -53.94 T 94.99 27 294.25 -59.15 -5.73 -64.54 T 103.12 28 309.52 -88.20 -8.47 -77.26 T 111.91 Top flg.spl. 312.46 -93.86 -9.00 -80.22 112.93 Bot flg.spl. 312.46 -93.86 -9.00 -80.22 112.93 29 324.79 -117.89 -11.24 -94.46 T 114.84 30 340.07L -145.62 -13.91 -104.32 T 117.65 30 340.07R 146.59 14.46 151.23 T 165.70 31 355.36 120.81 12.09 116.87 T 134.32 32 370.66 97.36 10.04 73.92 L 99.55 Top flg.spl. 378.84 33.00 3.69 64.46 100.42 Bot flg.spl. 378.84 33.00 3.69 64.46 100.42 33 385.95 2.17 0.62 -56.62 T 94.74 34 401.25 14.77 1.67 40.90 T 62.21 35 416.54 -5.77 -0.31 38.13 T 60.39 36 431.83 -33.09 -3.11 35.87 T 65.52 37 447.13 -58.83 -5.85 -39.87 T 73.56 Top flg.spl. 457.45 -76.06 -7.69 -47.51 81.62 Bot flg.spl. 457.45 -76.06 -7.69 -47.51 81.62 38 462.42 -84.10 -8.55 -51.36 T 84.00 39 477.72 -107.68 -11.14 -63.94 T 85.18 40 493.01L -131.80 -13.81 -83.08 T 97.14 40 493.01R 167.63 16.73 91.41 T 97.95 41 507.11 144.01 14.27 90.63 T 101.09 42 521.20 119.39 11.85 80.68 T 98.53 Top flg.spl. 522.03 117.83 11.70 79.73 98.16 Bot flg.spl. 522.03 117.83 11.70 79.73 98.16 43 535.30 91.13 9.19 58.92 T 88.82 44 549.39 21.67 2.46 50.81 T 87.15 45 563.48 23.06 2.17 50.51 T 81.87 46 577.58 -2.22 -0.29 -48.53 T 83.03 47 591.67 -21.50 -2.12 -47.89 T 76.59 48 605.76 -42.34 -4.38 -45.87 T 75.11 49 619.86 -77.31 -7.78 -57.95 T 74.09 50 633.95 -102.59 -10.25 -79.15 T 84.89 Ranges shown in this table not used for fatigue. T - governed by truck loading L - governed by lane loading Fatigue Truck Shear 2003 Guide Spec Girder 3 2003 Guide Spec Fatigue Truck Shear - k Tenth Pt Max LL+I Range 0 24.02 25.10 1 17.50 18.58 2 11.96 16.32 3 15.61 23.40 4 -15.80 26.45 5 13.73 26.20 6 -21.78 30.46 7 -19.90 29.28 8 -30.77 35.57 9 -33.00 34.55 10 -32.75 33.39 10R 31.02 32.60 11 37.26 38.83 12 29.72 32.64 13 27.63 38.16 14 -20.29 39.27 15 18.40 35.21 16 -21.63 39.60 17 -28.27 36.71 18 -35.65 42.34 19 -40.36 42.72 20 -40.76 41.80 20R 27.98 28.66 21 32.51 33.19 22 25.53 32.99 23 23.38 42.88 24 22.32 41.54 25 21.72 42.42 26 -21.47 42.89 27 -23.11 42.94 28 -26.21 39.99 29 -35.14 41.85 30 -40.60 41.46 30R 31.58 32.51 31 38.83 39.81 32 27.14 31.63 33 -17.72 29.65 34 19.30 24.21 35 19.57 26.24 36 18.59 27.44 37 17.33 28.88 38 -15.10 27.97 39 -21.94 29.84 40 -35.79 36.50 40R 30.81 31.01 41 35.39 35.59 42 29.65 34.27 43 25.61 39.82 44 25.19 38.36 45 27.82 39.11 46 -23.19 39.19 47 -21.57 36.65 48 -20.15 33.33 49 -25.83 35.08 50 -37.13 37.52 Reactions Girder 3 Factored Reactions - k Loc Noncomp Comp LL+I LL+I Max Min Dead Dead Max Min Total Total 0.00 47.31 6.77 121.48 -22.47 175.56 2.36 Steel 11.94 Conc 35.37 79.04 283.86 24.09 263.86 -53.12 571.81 177.61 Steel 101.53 Conc 182.32 187.33 317.26 30.71 339.21 -46.26 687.18 224.74 Steel 92.44 Conc 224.82 340.07 380.94 36.88 363.02 -47.73 780.84 285.49 Steel 118.24 Conc 262.70 493.01 388.10 39.52 286.28 -28.24 713.90 331.62 Steel 121.48 Conc 266.63 633.95 135.94 13.35 165.90 -13.11 315.19 109.72 Steel 42.17 Conc 93.77 Unfactored Reactions - k Loc Noncomp Comp LL+I LL+I Max Min Dead Dead Max Min Total Total 0.00 36.39 5.21 55.96 -10.35 97.55 31.25 Steel 9.19 Conc 27.20 79.04 218.35 18.53 121.54 -24.47 358.42 212.42 Steel 78.10 Conc 140.25 187.33 244.05 23.62 156.25 -21.31 423.91 246.36 Steel 71.11 Conc 172.94 340.07 293.03 28.37 167.21 -21.98 488.61 299.42 Steel 90.95 Conc 202.08 493.01 298.54 30.40 131.86 -13.01 460.81 315.93 Steel 93.45 Conc 205.10 633.95 104.57 10.27 76.42 -6.04 191.25 108.80 Steel 32.44 Conc 72.13 Reactions in girder output include weight in girder extensions at abutments, which is not included in girder system output. Governing Service Moment Girder 3 Service Moment - k-ft Tenth Location Noncomp Comp Max LL+I Min LL+I Range Point Dead Dead 0 0.00 0.00 -0.01 1.78 T -1.86 T 3.64 1 7.90 251.25 36.24 353.51 T -73.93 T 427.43 2 15.81 431.29 61.57 598.05 T -147.86 T 745.91 3 23.71 525.80 75.71 751.83 T -221.40 T 973.22 4 31.61 544.40 78.81 845.74 T -294.95 T 1140.68 5 39.52 448.87 69.50 864.14 T -369.91 T 1234.05 6 47.42 269.84 49.07 814.51 T -447.33 T 1261.84 7 55.33 -65.47 14.79 694.15 T -527.58 T 1221.73 Top flg.spl 58.90 -258.22 -4.36 614.07 -566.26 1180.32 Bot.flg.spl 58.90 -258.22 -4.36 614.07 -566.26 1180.32 8 63.23 -526.49 -30.65 495.45 L -615.19 T 1110.64 9 71.13 -1131.93 -87.90 349.28 L -745.21 L 1094.49 10 79.04 -1891.16 -155.92 310.31 L -1089.29 L 1399.60 11 89.87 -839.67 -70.45 325.45 T -557.67 L 883.11 12 100.70 -99.30 -6.46 661.05 T -404.54 T 1065.59 Top flg.spl 102.90 13.20 3.91 721.43 -384.42 1105.86 Bot.flg.spl 102.90 13.20 3.91 721.43 -384.42 1105.86 13 111.53 330.49 35.96 932.61 T -341.42 T 1274.04 14 122.35 476.52 55.04 1114.86 T -369.96 L 1484.82 15 133.18 427.09 52.67 1130.14 T -449.30 L 1579.44 16 144.01 177.37 29.18 1055.01 T -538.21 L 1593.22 Top flg.spl 149.31 -16.79 10.12 972.92 -586.99 1559.91 Bot.flg.spl 149.31 -16.79 10.12 972.92 -586.99 1559.91 17 154.84 -270.01 -15.08 855.42 T -641.63 L 1497.05 18 165.67 -928.58 -79.82 619.74 T -884.30 L 1504.05 19 176.50 -1791.81 -165.54 416.37 L -1315.33 L 1731.69 20 187.33 -2867.31 -272.12 385.27 L -1958.52 L 2343.79 21 202.60 -1037.65 -98.69 573.21 T -1039.25 L 1612.47 Top flg.spl 210.62 -248.14 -24.42 895.78 -885.94 1781.72 Bot.flg.spl 210.62 -248.14 -24.42 895.78 -885.94 1781.72 22 217.88 365.49 33.31 1150.71 T -779.78 T 1930.49 23 233.15 1340.51 125.06 1571.08 T -658.13 T 2229.21 24 248.42 1902.33 177.20 1812.67 T -594.12 L 2406.79 25 263.70 2050.72 189.88 1899.39 T -572.51 L 2471.90 26 278.97 1783.06 162.84 1810.46 T -606.31 L 2416.77 27 294.25 1094.16 95.66 1561.70 T -655.16 L 2216.86 28 309.52 -26.16 -12.47 1131.17 T -780.96 L 1912.14 Top flg.spl 312.46 -292.74 -38.08 1038.45 -839.79 1878.24 Bot.flg.spl 312.46 -292.74 -38.08 1038.45 -839.79 1878.24 29 324.79 -1591.23 -162.47 614.49 L -1208.58 L 1823.07 30 340.07 -3604.81 -354.73 443.75 L -2175.64 L 2619.39 31 355.36 -1577.38 -154.03 588.07 L -1193.14 L 1781.20 32 370.66 53.28 10.51 1202.30 T -892.34 L 2094.64 Top flg.spl 378.84 900.00 99.00 1462.52 -901.95 2364.47 Bot.flg.spl 378.84 900.00 99.00 1462.52 -901.95 2364.47 33 385.95 1314.18 142.76 1523.38 T -843.04 L 2366.42 34 401.25 1193.62 132.66 1134.04 T -504.32 L 1638.37 35 416.54 1255.58 138.08 1167.77 T -499.71 L 1667.48 36 431.83 997.28 112.98 1171.85 T -559.71 L 1731.56 37 447.13 316.54 44.95 1034.30 T -597.21 L 1631.51 Top flg.spl 457.45 -368.89 -24.67 867.89 -630.81 1498.70 Bot.flg.spl 457.45 -368.89 -24.67 867.89 -630.81 1498.70 38 462.42 -762.63 -64.99 775.46 T -678.81 L 1454.27 39 477.72 -2231.83 -216.54 441.39 T -956.00 L 1397.39 40 493.01 -4071.67 -408.19 275.76 L -1624.23 L 1899.99 41 507.11 -1874.31 -189.76 480.40 L -957.57 L 1437.97 42 521.20 -27.80 -6.02 1004.22 T -684.35 L 1688.58 Top flg.spl 522.03 69.41 3.69 1030.67 -673.87 1704.54 Bot.flg.spl 522.03 69.41 3.69 1030.67 -673.87 1704.54 43 535.30 1452.62 142.36 1388.08 T -590.35 L 1978.43 44 549.39 2396.17 239.13 1571.45 T -505.59 L 2077.04 45 563.48 2525.30 256.57 1507.52 T -361.70 L 1869.22 46 577.58 2672.13 269.85 1480.43 T -275.65 L 1756.08 47 591.67 2526.19 255.15 1379.91 T -212.26 L 1592.17 48 605.76 2076.37 209.39 1171.95 T -146.67 L 1318.62 49 619.86 1267.47 127.01 794.99 T -73.81 L 868.80 50 633.95 0.00 -0.01 1.20 T -0.54 L 1.75 T - governed by truck loading L - governed by lane loading Range shown in this table not used for fatigue. At Bracing Brace No. 2 16.20 437.94 62.53 607.75 -151.48 3 32.13 541.66 78.58 849.22 -299.77 4 47.84 256.00 47.60 809.90 -451.51 5 63.47 -542.98 -32.24 490.16 -618.56 6 79.04 -1891.16 -155.92 310.31 -1089.29 7 94.51 -484.20 -40.39 430.07 -445.68 8 109.98 286.40 31.32 899.24 -344.83 9 125.45 482.35 56.55 1136.25 -387.43 10 140.92 269.00 38.02 1089.21 -511.30 11 156.38 -350.73 -23.03 824.13 -667.63 12 171.85 -1395.25 -126.19 482.57 -1104.31 13 187.33 -2867.31 -272.12 385.27 -1958.52 14 204.31 -859.95 -81.90 618.34 -977.60 15 221.28 620.06 57.26 1258.09 -740.70 16 238.26 1574.49 146.91 1671.82 -630.29 17 255.24 2019.61 187.73 1870.49 -579.24 18 272.21 1953.53 179.76 1869.55 -589.49 19 289.18 1370.31 122.46 1664.29 -630.44 20 306.15 259.27 14.99 1233.57 -727.26 21 323.11 -1396.80 -143.87 654.46 -1135.02 22 340.07 -3604.81 -354.73 443.75 -2175.64 23 355.32 -1582.13 -154.51 587.09 -1194.80 24 370.57 44.97 9.66 1199.61 -893.35 25 385.81 1308.76 142.17 1523.67 -844.85 26 401.04 1194.03 132.70 1136.48 -506.67 27 416.26 1257.33 138.25 1167.42 -499.22 28 431.47 1008.34 114.07 1173.40 -558.54 29 446.67 342.69 47.60 1040.18 -595.45 30 461.86 -715.79 -60.18 786.37 -672.31 31 477.19 -2175.18 -210.67 450.08 -939.98 32 493.01 -4071.66 -408.19 275.76 -1624.23 33 510.56 -1389.71 -141.56 579.16 -854.30 34 528.16 748.54 71.62 1211.15 -615.56 35 545.79 2232.72 221.97 1548.14 -532.85 36 563.42 2524.73 256.51 1507.71 -362.17 37 581.06 2663.30 268.82 1462.42 -257.88 38 598.69 2340.04 236.23 1289.72 -179.85 39 616.33 1513.24 151.85 928.59 -92.11 Fatigue Truck Moment 2003 Guide Spec Girder 3 2003 Guide Spec. Fatigue Truck Moment - k-ft Tenth Location Max LL+I Min LL+I Range Point 0 0.00 1.38 -1.46 2.84 1 7.90 262.16 -61.34 323.50 2 15.81 446.20 -122.68 568.88 3 23.71 564.22 -184.43 748.66 4 31.61 625.50 -246.42 871.92 5 39.52 621.56 -310.02 931.58 6 47.42 593.57 -373.97 967.54 7 55.33 508.67 -436.17 944.84 Top flg.spl 58.90 441.28 -464.84 906.12 Bot.flg.spl 58.90 441.28 -464.84 906.12 8 63.23 335.29 -500.09 835.38 9 71.13 274.66 -570.55 845.21 10 79.04 235.95 -653.15 889.11 11 89.87 258.38 -366.53 624.91 12 100.70 483.16 -309.26 792.42 Top flg.spl 102.90 529.01 -298.33 827.33 Bot.flg.spl 102.90 529.01 -298.33 827.33 13 111.53 709.29 -257.75 967.04 14 122.35 861.10 -212.94 1074.04 15 133.18 856.91 -305.66 1162.58 16 144.01 798.31 -404.30 1202.61 Top flg.spl 149.31 721.94 -452.05 1173.99 Bot.flg.spl 149.31 721.94 -452.05 1173.99 17 154.84 608.76 -501.56 1110.32 18 165.67 405.16 -604.10 1009.26 19 176.50 285.71 -721.87 1007.58 20 187.33 222.45 -1035.86 1258.31 21 202.60 387.36 -757.90 1145.26 Top flg.spl 210.62 659.97 -695.69 1355.66 Bot.flg.spl 210.62 659.97 -695.69 1355.66 22 217.88 876.40 -641.65 1518.05 23 233.15 1236.78 -535.15 1771.94 24 248.42 1441.38 -427.85 1869.23 25 263.70 1494.81 -324.41 1819.22 26 278.97 1425.72 -405.32 1831.04 27 294.25 1209.40 -506.90 1716.30 28 309.52 835.93 -615.45 1451.37 Top flg.spl 312.46 756.83 -638.13 1394.96 Bot.flg.spl 312.46 756.83 -638.13 1394.96 29 324.79 399.40 -739.64 1139.05 30 340.07 240.93 -995.15 1236.08 31 355.36 388.51 -813.71 1202.22 32 370.66 930.90 -693.19 1624.09 Top flg.spl 378.84 1150.78 -656.01 1806.79 Bot.flg.spl 378.84 1150.78 -656.01 1806.79 33 385.95 1207.55 -582.07 1789.63 34 401.25 906.88 -291.74 1198.62 35 416.54 931.23 -276.08 1207.31 36 431.83 930.92 -372.98 1303.91 37 447.13 822.99 -457.02 1280.02 Top flg.spl 457.45 677.66 -504.29 1181.94 Bot.flg.spl 457.45 677.66 -504.29 1181.94 38 462.42 599.82 -532.23 1132.05 39 477.72 328.76 -639.15 967.91 40 493.01 200.60 -892.94 1093.55 41 507.11 336.71 -564.47 901.18 42 521.20 714.37 -515.06 1229.43 Top flg.spl 522.03 735.81 -512.28 1248.08 Bot.flg.spl 522.03 735.81 -512.28 1248.08 43 535.30 1067.23 -469.45 1536.68 44 549.39 1228.59 -401.37 1629.96 45 563.48 1191.86 -286.77 1478.63 46 577.58 1175.72 -217.55 1393.28 47 591.67 1099.17 -166.62 1265.80 48 605.76 930.36 -115.83 1046.19 49 619.86 602.61 -58.18 660.79 50 633.95 1.00 -0.45 1.45 Does not include 0.75 factor. Service Force Summary Tables Force Summary at Tenth Points (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 36 5 56 0 0 2 -2 0 0 7 7.90 27 4 49 251 36 354 -74 0 0 7 15.81 18 3 40 431 62 598 -148 0 0 7 23.71 7 1 37 526 76 752 -221 0 0 4 31.61 -3 0 -33 544 79 846 -295 0 0 4 39.52 -17 -2 -32 449 70 864 -370 0 0 3 47.42 -28 -3 -44 270 49 815 -447 0 0 3 55.33 -48 -5 -50 -65 15 694 -528 -8 0 -6 63.23 -66 -6 -64 -526 -31 495 -615 -8 0 -6 71.13 -87 -8 -75 -1132 -88 349 -745 -34 0 -10 79.04 -106 -9 -73 -1891 -156 310 -1089 -34 0 -10 79.04R 110 9 89 -1891 -156 -73 -9 30 0 -1 89.87 84 9 89 -840 -70 325 -558 30 0 11 100.70 54 13 68 -99 -6 661 -405 6 0 -8 111.53 22 14 62 330 36 933 -341 0 0 5 122.35 5 17 45 477 55 1115 -370 0 0 5 133.18 -14 -1 -41 427 53 1130 -449 0 0 4 144.01 -32 -3 -54 177 29 1055 -538 0 0 5 154.84 -50 -5 -64 -270 -15 855 -642 0 0 5 165.67 -70 -7 -79 -929 -80 620 -884 0 0 8 176.50 -90 -9 -89 -1792 -166 416 -1315 0 0 -9 187.33 -109 -11 -89 -2867 -272 385 -1959 0 0 -9 187.33R 133 13 99 -2867 -272 -89 -10 0 0 -1 202.60 106 10 88 -1038 -99 573 -1039 0 0 -9 217.88 78 13 71 365 33 1151 -780 0 0 -7 233.15 50 14 61 1341 125 1571 -658 0 0 -6 248.42 23 17 53 1902 177 1813 -594 0 0 -4 263.70 -4 0 -46 2051 190 1899 -573 0 0 3 278.97 -31 -3 -54 1783 163 1810 -606 0 0 4 294.25 -59 -6 -65 1094 96 1562 -655 0 0 6 309.52 -88 -8 -77 -26 -12 1131 -781 0 0 8 324.79 -118 -11 -94 -1591 -162 614 -1209 0 0 9 340.07 -146 -14 -104 -3605 -355 444 -2176 0 0 9 340.07R 147 14 151 -3605 -355 -104 -13 0 0 1 355.36 121 12 117 -1577 -154 588 -1193 0 0 -9 370.66 97 10 74 53 11 1202 -892 0 0 -9 385.95 2 -1 -57 1314 143 1523 -843 0 0 6 401.25 15 2 41 1194 133 1134 -504 0 0 3 416.54 -6 0 38 1256 138 1168 -500 0 0 3 431.83 -33 -3 36 997 113 1172 -560 0 0 4 447.13 -59 -6 -40 317 45 1034 -597 0 0 -5 462.42 -84 -9 -51 -763 -65 775 -679 0 0 -6 477.72 -108 -11 -64 -2232 -217 441 -956 0 0 7 493.01 -132 -14 -83 -4072 -408 276 -1624 0 0 7 493.01R 168 17 91 -4072 -408 -83 -14 0 0 0 507.11 144 14 91 -1874 -190 480 -958 0 0 7 521.20 119 12 81 -28 -6 1004 -684 0 0 5 535.30 91 9 59 1453 142 1388 -590 0 0 4 549.39 22 2 51 2396 239 1571 -506 -1 0 6 563.48 23 2 51 2525 257 1508 -362 -1 0 6 577.58 -2 0 -49 2672 270 1480 -276 0 0 3 591.67 -22 -2 -48 2526 255 1380 -212 0 0 -3 605.76 -42 -4 -46 2076 209 1172 -147 0 0 -5 619.86 -77 -8 -58 1267 127 795 -74 0 0 -6 633.95 -103 -10 -79 0 0 1 -1 0 0 -6 Force Summary at Quarter Points (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 36 5 56 0 0 2 -2 0 0 7 19.76 13 2 47 488 70 682 -185 0 0 6 39.52 -17 -2 -32 449 70 864 -370 0 0 -3 59.28 -57 -6 -57 -278 -6 588 -566 -9 0 -6 79.04 -106 -9 -73 -1891 -156 310 -1089 -34 0 -10 79.04R 110 9 89 -1891 -156 -73 -9 30 0 -1 106.11 36 14 66 151 18 808 -362 -1 0 6 133.18 -14 -1 -41 427 53 1130 -449 0 0 4 160.26 -60 -6 -72 -574 -45 734 -739 0 0 -7 187.33 -109 -11 -89 -2867 -272 385 -1959 0 0 -9 187.33R 133 13 99 -2867 -272 -89 -10 0 0 -1 225.51 64 14 66 905 84 1383 -712 0 0 7 263.70 -4 0 -46 2051 190 1899 -573 0 0 3 301.88 -74 -7 -70 590 47 1357 -680 0 0 -7 340.07 -146 -14 -104 -3605 -355 444 -2176 0 0 9 340.07R 147 14 151 -3605 -355 -104 -13 0 0 1 378.30 59 6 20 730 81 1399 -836 0 0 7 416.54 -6 0 38 1256 138 1168 -500 0 0 3 454.78 -72 -7 -54 -173 -5 920 -632 0 0 5 493.01 -132 -14 -83 -4072 -408 276 -1624 0 0 7 493.01R 168 17 91 -4072 -408 -83 -14 0 0 0 528.25 106 11 71 758 73 1214 -615 0 0 4 563.48 23 2 51 2525 257 1508 -362 -1 0 6 598.72 -32 -3 -47 2339 236 1289 -180 0 0 -5 633.95 -103 -10 -79 0 0 1 -1 0 0 -6 Force Summary at Brace Locations (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 36 5 56 0 0 2 -2 0 0 7 16.20 18 2 39 438 63 608 -151 0 0 7 32.13 -3 0 -35 542 79 849 -300 0 0 4 47.84 -29 -3 -45 256 48 810 -452 0 0 3 63.47 -67 -6 -64 -543 -32 490 -619 -8 0 -6 79.04 -106 -9 -73 -1891 -156 310 -1089 -34 0 -10 94.51 98 12 102 -484 -40 430 -446 30 0 8 109.98 26 14 63 286 31 899 -345 0 0 4 125.45 -1 14 27 482 57 1136 -387 0 0 5 140.92 -27 -3 -50 269 38 1089 -511 0 0 5 156.38 -53 -5 -66 -351 -23 824 -668 0 0 6 171.85 -81 -8 -86 -1395 -126 483 -1104 0 0 -4 187.33 -109 -11 -89 -2867 -272 385 -1959 0 0 -9 204.31 115 11 96 -860 -82 618 -978 0 0 -9 221.28 72 13 69 620 57 1258 -741 0 0 -7 238.26 41 15 58 1574 147 1672 -630 0 0 -5 255.24 11 11 20 2020 188 1870 -579 0 0 -2 272.21 -19 -2 -50 1954 180 1870 -589 0 0 3 289.18 -50 -5 -61 1370 122 1664 -630 0 0 5 306.15 -82 -8 -74 259 15 1234 -727 0 0 7 323.11 -115 -11 -93 -1397 -144 654 -1135 0 0 8 340.07 -146 -14 -104 -3605 -355 444 -2176 0 0 9 355.32 120 12 117 -1582 -155 587 -1195 0 0 -9 370.57 98 10 74 45 10 1200 -893 0 0 -9 385.81 3 -1 -56 1309 142 1524 -845 0 0 6 401.04 15 2 40 1194 133 1136 -507 0 0 3 416.26 -5 0 38 1257 138 1167 -499 0 0 3 431.47 -32 -3 37 1008 114 1173 -559 0 0 4 446.67 -58 -6 -39 343 48 1040 -595 0 0 -5 461.86 -83 -8 -51 -716 -60 786 -672 0 0 -6 477.19 -107 -11 -63 -2175 -211 450 -940 0 0 7 493.01 -132 -14 -83 -4072 -408 276 -1624 0 0 7 510.56 166 16 105 -1390 -142 579 -854 0 0 6 528.16 106 11 71 749 72 1211 -616 0 0 4 545.79 33 4 52 2233 222 1548 -533 -1 0 6 563.42 23 2 51 2525 257 1508 -362 -1 0 6 581.06 -8 -1 -58 2663 269 1462 -258 0 0 1 598.69 -32 -3 -47 2340 236 1290 -180 0 0 -5 616.33 -69 -7 -54 1513 152 929 -92 0 0 -6 633.95 -103 -10 -79 0 0 1 -1 0 0 -6 Shear on right side of pier is found in Service Shear table. Truck-lane Moment Range Girder 3 Truck-Lane Moment Ranges - k-ft Tenth Loc ---------- Truck --------- ---------- Lane ----------- Max LL+I Min LL+I Range Max LL+I Min LL+I Range 0 0.00 1.76 -1.85 3.61 1.43 -1.50 2.93 1 7.90 353.35 -73.93 427.27 255.27 -64.66 319.93 2 15.81 597.78 -147.86 745.64 445.47 -129.27 574.74 3 23.71 748.99 -221.40 970.39 574.15 -194.30 768.46 4 31.61 839.73 -294.95 1134.68 660.50 -259.68 920.18 5 39.52 856.63 -369.91 1226.54 687.31 -327.48 1014.78 6 47.42 803.61 -446.85 1250.46 675.22 -395.80 1071.03 7 55.33 677.67 -525.66 1203.34 605.15 -465.10 1070.25 Top flg.spl 58.90 586.68 -561.86 1148.55 547.81 -500.55 1048.36 Bot.flg.spl 58.90 586.68 -561.86 1148.55 547.81 -500.55 1048.36 8 63.23 447.84 -606.26 1054.10 456.80 -547.00 1003.80 9 71.13 299.19 -702.28 1001.47 349.28 -745.21 1094.49 10 79.04 270.26 -808.36 1078.61 310.31 -1089.29 1399.60 11 89.87 305.01 -483.47 788.48 302.15 -556.28 858.44 12 100.70 661.05 -402.66 1063.71 478.93 -305.60 784.53 Top flg.spl 102.90 723.09 -387.10 1110.18 520.87 -287.08 807.95 Bot.flg.spl 102.90 723.09 -387.10 1110.18 520.87 -287.08 807.95 13 111.53 932.61 -328.87 1261.49 704.86 -320.19 1025.05 14 122.35 1107.29 -265.48 1372.76 889.59 -366.71 1256.29 15 133.18 1114.29 -349.39 1463.67 921.72 -446.45 1368.17 16 144.01 1036.24 -461.85 1498.10 863.12 -536.22 1399.34 Top flg.spl 149.31 952.52 -516.69 1469.22 796.42 -585.74 1382.16 Bot.flg.spl 149.31 952.52 -516.69 1469.22 796.42 -585.74 1382.16 17 154.84 833.19 -573.82 1407.01 700.11 -641.37 1341.47 18 165.67 559.34 -690.79 1250.13 532.18 -884.30 1416.48 19 176.50 299.21 -856.43 1155.64 416.37 -1315.33 1731.69 20 187.33 278.76 -1269.48 1548.24 385.27 -1958.52 2343.79 21 202.60 526.25 -919.34 1445.59 506.42 -1039.25 1545.68 Top flg.spl 210.62 872.69 -840.41 1713.10 737.41 -812.56 1549.97 Bot.flg.spl 210.62 872.69 -840.41 1713.10 737.41 -812.56 1549.97 22 217.88 1138.06 -772.60 1910.66 949.17 -678.59 1627.76 23 233.15 1545.62 -641.51 2187.13 1402.21 -618.54 2020.75 24 248.42 1766.47 -511.36 2277.83 1686.48 -594.12 2280.60 25 263.70 1824.30 -382.42 2206.71 1781.08 -572.51 2353.59 26 278.97 1751.03 -455.92 2206.95 1691.08 -606.31 2297.38 27 294.25 1520.76 -571.52 2092.28 1409.64 -655.16 2064.80 28 309.52 1093.90 -700.25 1794.15 975.11 -779.47 1754.58 Top flg.spl 312.46 995.22 -728.84 1724.06 895.31 -838.36 1733.67 Bot.flg.spl 312.46 995.22 -728.84 1724.06 895.31 -838.36 1733.67 29 324.79 522.77 -862.33 1385.10 573.79 -1208.58 1782.37 30 340.07 284.37 -1151.97 1436.34 443.75 -2175.64 2619.39 31 355.36 512.57 -933.58 1446.15 551.83 -1193.14 1744.97 32 370.66 1174.40 -792.90 1967.30 1044.47 -892.34 1936.82 Top flg.spl 378.84 1428.29 -748.69 2176.97 1340.25 -901.95 2242.20 Bot.flg.spl 378.84 1428.29 -748.69 2176.97 1340.25 -901.95 2242.20 33 385.95 1484.74 -663.42 2148.16 1425.92 -843.04 2268.96 34 401.25 1089.37 -332.20 1421.57 1070.78 -504.32 1575.11 35 416.54 1125.22 -317.03 1442.26 1086.84 -499.71 1586.55 36 431.83 1137.59 -428.15 1565.74 1069.22 -559.71 1628.92 37 447.13 1017.96 -524.88 1542.85 902.43 -597.21 1499.64 Top flg.spl 457.45 857.69 -579.14 1436.83 712.04 -630.81 1342.85 Bot.flg.spl 457.45 857.69 -579.14 1436.83 712.04 -630.81 1342.85 38 462.42 766.53 -611.77 1378.30 625.10 -678.81 1303.91 39 477.72 429.48 -738.46 1167.94 377.43 -956.00 1333.42 40 493.01 229.19 -1038.09 1267.28 275.76 -1624.23 1899.99 41 507.11 411.58 -647.90 1059.48 441.22 -957.57 1398.79 42 521.20 943.30 -588.56 1531.86 849.89 -684.35 1534.25 Top flg.spl 522.03 970.18 -585.23 1555.41 873.52 -673.87 1547.38 Bot.flg.spl 522.03 970.18 -585.23 1555.41 873.52 -673.87 1547.38 43 535.30 1333.85 -534.38 1868.23 1245.48 -590.35 1835.83 44 549.39 1520.71 -456.43 1977.13 1445.30 -505.59 1950.89 45 563.48 1465.30 -326.18 1791.49 1379.59 -361.70 1741.29 46 577.58 1455.69 -247.51 1703.20 1330.27 -275.65 1605.91 47 591.67 1370.52 -190.43 1560.95 1198.64 -212.26 1410.90 48 605.76 1169.99 -132.52 1302.51 978.56 -146.67 1125.23 49 619.86 793.78 -66.23 860.01 619.15 -73.81 692.96 50 633.95 1.17 -0.52 1.69 1.15 -0.54 1.68 Range shown in this table not used for fatigue. Service Torque Girder 3 Service Torque - k-ft Tenth Location DL1 DL2 Max LL+I Min LL+I Range Point 0 0.00 0.00 0.04 6.97 -6.62 13.59 1 7.90 0.00 0.04 6.98 T -6.63 T 13.61 2 15.81 0.00 0.04 6.98 T -6.62 T 13.60 3 23.71 0.00 0.05 4.46 T -3.93 T 8.39 4 31.61 0.00 0.05 4.45 T -3.92 T 8.36 5 39.52 0.00 0.03 3.44 T -2.80 T 6.24 6 47.42 0.00 0.03 3.45 T -2.81 T 6.27 7 55.33 -7.87 -0.03 5.28 T -5.72 T 11.01 TOP FLG.SPL 58.90 -8.85 -0.04 5.51 -6.08 11.59 BOT.FLG.SPL 58.90 -8.85 -0.04 5.51 -6.08 11.59 8 63.23 -7.87 -0.03 5.29 L -5.70 T 10.99 9 71.13 -33.60 -0.34 7.66 L -10.49 L 18.16 10 79.04 -33.60 -0.34 7.64 L -10.48 L 18.12 11 89.87 29.67 0.33 10.78 T -8.59 L 19.37 12 100.70 5.78 -0.01 7.51 T -7.58 T 15.09 TOP FLG.SPL 102.90 3.14 -0.03 6.99 -7.22 14.20 BOT.FLG.SPL 102.90 3.14 -0.03 6.99 -7.22 14.20 13 111.53 0.00 0.00 5.36 T -5.28 T 10.65 14 122.35 0.00 0.00 5.36 T -5.28 L 10.65 15 133.18 0.00 0.01 3.89 T -3.76 L 7.65 16 144.01 0.00 0.02 5.37 T -5.12 L 10.49 TOP FLG.SPL 149.31 0.04 0.03 5.55 -5.29 10.85 BOT.FLG.SPL 149.31 0.04 0.03 5.55 -5.29 10.85 17 154.84 0.00 0.02 5.37 T -5.12 L 10.49 18 165.67 0.07 0.04 7.89 T -7.18 L 15.07 19 176.50 -0.10 -0.04 8.55 L -8.64 L 17.19 20 187.33 -0.20 -0.08 8.55 L -8.64 L 17.19 21 202.60 -0.20 -0.08 7.89 T -8.65 L 16.54 TOP FLG.SPL 210.62 -0.23 -0.08 7.33 -8.07 15.40 BOT.FLG.SPL 210.62 -0.23 -0.08 7.33 -8.07 15.40 22 217.88 -0.24 -0.07 6.72 T -7.41 T 14.14 23 233.15 -0.17 -0.04 5.14 T -5.63 T 10.77 24 248.42 -0.08 -0.02 3.86 T -4.14 L 8.00 25 263.70 0.00 0.01 3.12 T -3.06 L 6.19 26 278.97 0.13 0.04 3.90 T -3.57 L 7.47 27 294.25 0.21 0.06 5.59 T -5.04 L 10.64 28 309.52 0.24 0.07 7.54 T -6.80 L 14.34 TOP FLG.SPL 312.46 0.23 0.07 7.81 -7.07 14.88 BOT.FLG.SPL 312.46 0.23 0.07 7.81 -7.07 14.88 29 324.79 0.11 0.05 8.55 L -7.96 L 16.52 30 340.07 -0.14 -0.10 8.55 L -7.96 L 16.52 31 355.36 -0.18 -0.10 8.35 L -9.29 L 17.64 32 370.66 -0.18 -0.10 8.76 T -9.28 L 18.04 TOP FLG.SPL 378.84 0.13 0.04 7.14 -6.05 13.18 BOT.FLG.SPL 378.84 0.13 0.04 7.14 -6.05 13.18 33 385.95 0.23 0.09 5.78 T -4.14 L 9.93 34 401.25 -0.10 -0.05 3.03 T -2.91 L 5.94 35 416.54 0.06 0.02 3.09 T -2.97 L 6.06 36 431.83 0.15 0.06 3.80 T -3.70 L 7.50 37 447.13 0.17 0.07 4.84 T -4.87 L 9.71 TOP FLG.SPL 457.45 0.11 0.06 5.67 -5.80 11.46 BOT.FLG.SPL 457.45 0.11 0.06 5.67 -5.80 11.46 38 462.42 0.08 0.05 6.05 T -6.13 L 12.18 39 477.72 0.00 0.01 7.17 T -6.68 L 13.85 40 493.01 -0.25 -0.17 7.17 L -6.68 L 13.85 41 507.11 -0.25 -0.17 6.58 L -5.86 L 12.44 42 521.20 -0.20 -0.14 4.99 T -3.70 L 8.69 TOP FLG.SPL 522.03 -0.19 -0.13 4.92 -3.62 8.54 BOT.FLG.SPL 522.03 -0.19 -0.13 4.92 -3.62 8.54 43 535.30 0.00 -0.02 4.08 T -3.05 L 7.12 44 549.39 0.66 0.32 6.36 T -2.75 L 9.11 45 563.48 0.66 0.32 6.39 T -3.45 L 9.84 46 577.58 0.12 0.05 2.50 T -1.81 L 4.31 47 591.67 0.14 0.05 2.73 T -3.34 L 6.07 48 605.76 0.00 0.02 2.41 T -5.38 L 7.79 49 619.86 0.08 0.07 3.00 T -6.25 L 9.25 50 633.95 0.08 0.07 3.00 -6.25 9.25 Combined Factored Moment Girder 3 Combined Factored Moment - k-ft Tenth Pt Loc Tot Dead+Max LL+I Tot Dead+Min LL+I Moment shifting reflected in this table. 0 0.00 3.86 -4.04 1 7.90 1141.20 213.24 2 15.81 1939.09 319.73 3 23.71 2414.17 301.30 4 31.61 2646.26 169.84 5 39.52 2549.92 -129.19 6 47.42 2182.88 -556.57 7 55.33 1441.12 -1211.26 8 63.23 351.34 -2059.86 9 71.13 -827.48 -3203.63 10 79.04 -1987.52 -5026.06 11 89.87 -476.62 -2393.86 12 100.70 1297.66 -1015.75 13 111.53 2501.09 -264.84 14 122.35 3111.39 -112.16 15 133.18 3077.22 -351.74 16 144.01 2558.94 -899.94 17 154.84 1486.52 -1763.59 18 165.67 34.55 -3230.74 19 176.50 -1640.63 -5400.13 20 187.33 -3244.82 -8333.19 21 202.60 -232.78 -3733.45 22 217.88 3016.64 -1174.47 23 233.15 5316.05 476.44 24 248.42 6638.70 1413.57 25 263.70 7036.34 1669.85 26 278.97 6460.17 1213.38 27 294.25 4937.21 124.41 28 309.52 2405.56 -1745.69 29 324.79 -945.75 -4903.63 30 340.07 -4184.01 -9870.71 31 355.36 -974.14 -4841.14 32 370.66 2693.11 -1854.35 33 385.95 5201.28 63.78 34 401.25 4186.17 629.28 35 416.54 4346.99 726.88 36 431.83 3987.43 228.21 37 447.13 2715.42 -826.60 38 462.42 607.62 -2549.60 39 477.72 -2224.61 -5258.35 40 493.01 -5225.13 -9350.01 41 507.11 -1640.34 -4762.18 42 521.20 2136.21 -1529.70 43 535.30 5087.01 791.83 44 549.39 6837.50 2328.26 45 563.48 6889.26 2831.19 46 577.58 7038.58 3226.14 47 591.67 6611.53 3154.94 48 605.76 5515.80 2653.07 49 619.86 3538.76 1652.59 50 633.95 2.59 -1.21 Contraflexure Points Contraflexure Points Service Noncomposite Dead 53.99 ft 102.63 ft 148.88 ft 213.42 ft 309.22 ft 370.09 ft 452.24 ft 521.44 ft Top flange tension for region between contraflexure pts. 53.99 - 102.63 148.88 - 213.42 309.22 - 370.09 452.24 - 521.44 Bottom flange tension for region between contraflexure pts. Service Tot Dead+Max LL+I 62.58 ft 95.27 ft 161.54 ft 206.62 ft 317.16 ft 362.65 ft 461.95 ft 515.49 ft Top flange tension for region between contraflexure pts. 62.58 - 95.27 161.54 - 206.62 317.16 - 362.65 461.95 - 515.49 Bottom flange tension for region between contraflexure pts. Service Tot Dead+Min LL+I 44.34 ft 110.75 ft 134.45 ft 222.01 ft 301.04 ft 378.31 ft 443.41 ft 526.52 ft Top flange tension for region between contraflexure pts. 44.34 - 110.75 134.45 - 222.01 301.04 - 378.31 443.41 - 526.52 Bottom flange tension for region between contraflexure pts. Factored Tot Dead+Max LL+I 64.00 ft 94.26 ft 165.67 ft 205.30 ft 318.64 ft 361.26 ft 463.85 ft 514.27 ft Top flange tension for region between contraflexure pts. 64.00 - 94.26 165.67 - 205.30 318.64 - 361.26 463.85 - 514.27 Bottom flange tension for region between contraflexure pts. Factored Tot Dead+Min LL+I 39.52 ft 224.42 ft 298.72 ft 380.65 ft 440.51 ft 527.92 ft Top flange tension for region between contraflexure pts. 39.52 - 224.42 298.72 - 380.65 440.51 - 527.92 Bottom flange tension for region between contraflexure pts. Factored Composite Dead 58.10 ft 102.04 ft 151.67 ft 213.55 ft 308.01 ft 369.58 ft 454.11 ft 521.71 ft Top flange tension for region between contraflexure pts. 58.10 - 102.04 151.67 - 213.55 308.01 - 369.58 454.11 - 521.71 Bottom flange tension for region between contraflexure pts. Total Dead + 1.67 Min LL+I - 10.57 Overload 36.50 ft 228.01 ft 295.50 ft 385.19 ft 435.93 ft 529.93 ft Top flange tension for region between contraflexure pts. 36.50 - 228.01 295.50 - 385.19 435.93 - 529.93 Bottom flange tension for region between contraflexure pts. Factored DC1+DC2 54.39 ft 102.58 ft 149.16 ft 213.43 ft 309.12 ft 370.05 ft 452.42 ft 521.46 ft Top flange tension for region between contraflexure pts. 54.39 - 102.58 149.16 - 213.43 309.12 - 370.05 452.42 - 521.46 Bottom flange tension for region between contraflexure pts. Dimensions Girder 3 Dimensions Tenth -Top Flange- ----Web---- -Bot Flange- Area Point Loc tfw tft wd wt bfw bft weld weld 0 0.00 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 1 7.90 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 2 15.81 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 3 23.71 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 4 31.61 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 5 39.52 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 6 47.42 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 7 55.33 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 SpL 58.90 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 SpR 58.90 24.0212.795 5/16 48.03 0.625 5/16 24.02 1.260 367.56 8 63.23 24.0212.795 5/16 48.03 0.625 5/16 24.02 1.260 367.56 9 71.13 24.0212.795 5/16 48.03 0.625 5/16 24.02 1.260 367.56 10 79.04 24.0212.795 5/16 48.03 0.625 5/16 24.02 1.260 367.56 11 89.87 24.0212.795 5/16 48.03 0.625 5/16 24.02 1.260 367.56 12 100.70 24.0212.795 5/16 48.03 0.625 5/16 24.02 1.260 367.56 SpL 102.90 24.0212.795 5/16 48.03 0.625 5/16 24.02 1.260 367.56 SpR 102.90 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.260 84.86 13 111.53 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.260 84.86 14 122.35 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.260 84.86 15 133.18 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.260 84.86 16 144.01 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.260 84.86 SpL 149.31 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.260 84.86 SpR 149.31 24.02 2.047 5/16 48.03 0.625 5/16 24.02 2.047 128.35 17 154.84 24.02 2.047 5/16 48.03 0.625 5/16 24.02 2.047 128.35 18 165.67 24.02 2.047 5/16 56.73 0.625 5/16 24.02 2.047 133.79 19 176.50 24.02 2.047 5/16 67.41 0.625 5/16 24.02 2.047 140.46 20 187.33 24.02 2.047 5/16 70.00 0.625 5/16 24.02 2.047 142.08 21 202.60 24.02 2.047 5/16 70.00 0.625 5/16 24.02 2.047 142.08 SpL 210.62 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.047 150.83 SpR 210.62 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 22 217.88 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 23 233.15 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 24 248.42 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 25 263.70 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 26 278.97 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 27 294.25 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 28 309.52 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 SpL 312.46 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.283 156.51 SpR 312.46 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 29 324.79 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 30 340.07 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 31 355.36 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 32 370.66 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpL 378.84 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpR 378.84 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 33 385.95 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 34 401.25 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 35 416.54 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 36 431.83 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 37 447.13 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 SpL 457.45 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 SpR 457.45 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 38 462.42 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 39 477.72 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 40 493.01 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 41 507.11 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 42 521.20 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpL 522.03 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpR 522.03 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 43 535.30 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 44 549.39 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 45 563.48 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 46 577.58 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 47 591.67 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 48 605.76 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 49 619.86 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 50 633.95 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 Theoretical Flange Splice Locations Tenth Pt Range Location 7 - 8 a 12 - 13 a 16 - 17 a 21 - 22 a 28 - 29 a 32 - 33 a 37 - 38 a 42 - 43 a a. Splice not required in this range. Stiffener Spacing Panel Panel Uniform Start End in Panel 0.00 16.20 ft 1 @ 194.37 in 16.20 32.13 ft 1 @ 191.18 in 32.13 47.84 ft 1 @ 188.54 in 47.84 63.47 ft 1 @ 187.60 in 63.47 79.04 ft 1 @ 186.76 in 79.04 94.50 ft 1 @ 185.61 in 94.50 109.97 ft 1 @ 185.59 in 109.97 140.91 ft 2 @ 185.63 in 140.91 156.37 ft 1 @ 185.59 in 156.37 171.84 ft 1 @ 185.63 in 171.84 187.33 ft 1 @ 185.84 in 187.33 204.30 ft 1 @ 203.61 in 204.30 221.27 ft 1 @ 203.70 in 221.27 238.25 ft 1 @ 203.74 in 238.25 255.23 ft 1 @ 203.70 in 255.23 289.17 ft 2 @ 203.66 in 289.17 306.14 ft 1 @ 203.58 in 306.14 323.09 ft 1 @ 203.50 in 323.09 340.07 ft 1 @ 203.66 in 340.07 355.31 ft 1 @ 182.87 in 355.31 370.55 ft 1 @ 182.95 in 370.55 385.79 ft 1 @ 182.87 in 385.79 401.02 ft 1 @ 182.80 in 401.02 416.24 ft 1 @ 182.64 in 416.24 431.45 ft 1 @ 182.52 in 431.45 446.65 ft 1 @ 182.40 in 446.65 461.84 ft 1 @ 182.24 in 461.84 477.18 ft 1 @ 184.02 in 477.18 493.01 ft 1 @ 190.07 in 493.01 510.54 ft 1 @ 210.32 in 510.54 528.14 ft 1 @ 211.18 in 528.14 616.31 ft 5 @ 211.61 in 616.31 633.95 ft 1 @ 211.67 in Bearing Stiffeners Location Width Thickness 0.00 10.75 1.125 79.04 10.75 1.125 187.33 10.75 1.125 340.07 10.75 1.125 493.01 10.75 1.125 633.95 10.75 1.125 Transverse Stiffeners Web Section Width Thickness 1 7.00 0.406 2 7.00 0.406 Elastic Section Properties for Stiffness Analysis Girder 3 Elastic Section Properties for Stiffness Analysis ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 35354. 25.04 25.04 78254. 40.85 9.22 56037. 32.69 17.39 1 35354. 25.04 25.04 79912. 41.46 8.62 57209. 33.12 16.96 2 35354. 25.04 25.04 81452. 42.02 8.06 58335. 33.53 16.55 3 35354. 25.04 25.04 82888. 42.55 7.53 59418. 33.93 16.15 4 35354. 25.04 25.04 84229. 43.04 7.04 60459. 34.32 15.76 5 35354. 25.04 25.04 85485. 43.49 6.59 61461. 34.68 15.39 6 35354. 25.04 25.04 86318. 43.80 6.28 62141. 34.94 15.14 7 35354. 25.04 25.04 86318. 43.80 6.28 62141. 34.94 15.14 8 111363. 48.67 13.41 120500. 50.89 11.20 114875. 49.53 12.55 9 111363. 48.67 13.41 120500. 50.89 11.20 114875. 49.53 12.55 10 111363. 48.67 13.41 120500. 50.89 11.20 114875. 49.53 12.55 11 111363. 48.67 13.41 120500. 50.89 11.20 114875. 49.53 12.55 12 111363. 48.67 13.41 120500. 50.89 11.20 114875. 49.53 12.55 13 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 14 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 15 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 16 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 17 67457. 26.06 26.06 131955. 40.74 11.39 97587. 32.94 19.19 18 94466. 30.41 30.41 177850. 46.58 14.24 133075. 37.91 22.91 19 134594. 35.75 35.75 244902. 53.66 17.85 185139. 43.97 27.54 20 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 21 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 22 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 23 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 24 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 25 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 26 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 27 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 28 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 29 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 30 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 31 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 32 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 33 141394. 31.41 42.60 273154. 48.69 25.33 198068. 38.85 35.17 34 141394. 31.41 42.60 276834. 49.17 24.85 200127. 39.12 34.90 35 141394. 31.41 42.60 280711. 49.68 24.34 202332. 39.41 34.61 36 141394. 31.41 42.60 284764. 50.21 23.81 204678. 39.71 34.30 37 141394. 31.41 42.60 288970. 50.76 23.26 207158. 40.04 33.98 38 138740. 36.89 36.89 254835. 54.84 18.94 191421. 45.04 28.73 39 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 40 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 41 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 42 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 43 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 44 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 45 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 46 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 47 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 48 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 49 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 50 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 Elastic Section Properties for Pos Mom Stress Girder 3 Elastic Section Properties for Pos Mom Stress ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 35354. 25.04 25.04 78254. 40.85 9.22 56037. 32.69 17.39 1 35354. 25.04 25.04 79912. 41.46 8.62 57209. 33.12 16.96 2 35354. 25.04 25.04 81452. 42.02 8.06 58335. 33.53 16.55 3 35354. 25.04 25.04 82888. 42.55 7.53 59418. 33.93 16.15 4 35354. 25.04 25.04 84229. 43.04 7.04 60459. 34.32 15.76 5 35354. 25.04 25.04 85485. 43.49 6.59 61461. 34.68 15.39 6 35354. 25.04 25.04 86318. 43.80 6.28 62141. 34.94 15.14 7 35354. 25.04 25.04 86318. 43.80 6.28 62141. 34.94 15.14 8 111363. 48.67 13.41 120500. 50.89 11.20 114875. 49.53 12.55 9 111363. 48.67 13.41 120500. 50.89 11.20 114875. 49.53 12.55 10 111363. 48.67 13.41 120500. 50.89 11.20 114875. 49.53 12.55 11 111363. 48.67 13.41 120500. 50.89 11.20 114875. 49.53 12.55 12 111363. 48.67 13.41 120500. 50.89 11.20 114875. 49.53 12.55 13 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 14 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 15 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 16 38704. 23.59 26.72 96918. 42.67 7.65 68775. 33.48 16.84 17 67457. 26.06 26.06 131955. 40.74 11.39 97587. 32.94 19.19 18 94466. 30.41 30.41 177850. 46.58 14.24 133075. 37.91 22.91 19 134594. 35.75 35.75 244902. 53.66 17.85 185139. 43.97 27.54 20 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 21 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 22 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 23 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 24 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 25 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 26 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 27 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 28 156630. 35.94 38.39 286044. 53.73 20.60 214569. 43.91 30.42 29 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 30 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 31 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 32 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 33 141394. 31.41 42.60 273154. 48.69 25.33 198068. 38.85 35.17 34 141394. 31.41 42.60 276834. 49.17 24.85 200127. 39.12 34.90 35 141394. 31.41 42.60 280711. 49.68 24.34 202332. 39.41 34.61 36 141394. 31.41 42.60 284764. 50.21 23.81 204678. 39.71 34.30 37 141394. 31.41 42.60 288970. 50.76 23.26 207158. 40.04 33.98 38 138740. 36.89 36.89 254835. 54.84 18.94 191421. 45.04 28.73 39 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 40 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 41 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 42 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 43 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 44 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 45 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 46 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 47 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 48 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 49 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 50 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 Elastic Section Properties for Neg Mom Stress Girder 3 Elastic Section Properties for Neg Mom Stress ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 1 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 2 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 3 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 4 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 5 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 6 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 7 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 8 111363. 48.67 13.41 112301. 48.90 13.18 112301. 48.90 13.18 9 111363. 48.67 13.41 112301. 48.90 13.18 112301. 48.90 13.18 10 111363. 48.67 13.41 112301. 48.90 13.18 112301. 48.90 13.18 11 111363. 48.67 13.41 112301. 48.90 13.18 112301. 48.90 13.18 12 111363. 48.67 13.41 112301. 48.90 13.18 112301. 48.90 13.18 13 38704. 23.59 26.72 48058. 26.64 23.67 48058. 26.64 23.67 14 38704. 23.59 26.72 48058. 26.64 23.67 48058. 26.64 23.67 15 38704. 23.59 26.72 48058. 26.64 23.67 48058. 26.64 23.67 16 38704. 23.59 26.72 48058. 26.64 23.67 48058. 26.64 23.67 17 67457. 26.06 26.06 76211. 28.04 24.08 76211. 28.04 24.08 18 94466. 30.41 30.41 105593. 32.55 28.27 105593. 32.55 28.27 19 134594. 35.75 35.75 149033. 38.08 33.43 149033. 38.08 33.43 20 145505. 37.05 37.05 160812. 39.42 34.68 160812. 39.42 34.68 21 145505. 37.05 37.05 160812. 39.42 34.68 160812. 39.42 34.68 22 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 23 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 24 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 25 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 26 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 27 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 28 156630. 35.94 38.39 172935. 38.16 36.17 172935. 38.16 36.17 29 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 30 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 31 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 32 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 33 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 34 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 35 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 36 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 37 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 38 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 39 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 40 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 41 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 42 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 43 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 44 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 45 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 46 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 47 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 48 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 49 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 50 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 Service Moment - Steel and Concrete Tenth Pt Location Steel Concrete 0 0.00 0. 0. 1 7.90 62. 189. 2 15.81 107. 324. 3 23.71 130. 396. 4 31.61 136. 409. 5 39.52 117. 332. 6 47.42 81. 189. 7 55.33 12. -78. 8 63.23 -112. -414. 9 71.13 -267. -865. 10 79.04 -520. -1372. 11 89.87 -160. -680. 12 100.70 51. -150. 13 111.53 116. 214. 14 122.35 100. 376. 15 133.18 63. 364. 16 144.01 -14. 191. 17 154.84 -132. -138. 18 165.67 -303. -626. 19 176.50 -533. -1259. 20 187.33 -824. -2043. 21 202.60 -261. -776. 22 217.88 174. 191. 23 233.15 471. 870. 24 248.42 638. 1264. 25 263.70 674. 1377. 26 278.97 577. 1206. 27 294.25 346. 748. 28 309.52 -20. -6. 29 324.79 -525. -1066. 30 340.07 -1162. -2443. 31 355.36 -534. -1043. 32 370.66 -14. 67. 33 385.95 411. 903. 34 401.25 391. 802. 35 416.54 422. 834. 36 431.83 343. 655. 37 447.13 125. 191. 38 462.42 -221. -541. 39 477.72 -692. -1540. 40 493.01 -1280. -2792. 41 507.11 -605. -1269. 42 521.20 -33. 5. 43 535.30 434. 1018. 44 549.39 737. 1659. 45 563.48 781. 1744. 46 577.58 830. 1842. 47 591.67 788. 1739. 48 605.76 648. 1428. 49 619.86 395. 873. 50 633.95 0. 0. Service Torque - Steel and Concrete Tenth Pt Location Steel Concrete 0 0.00 0.00 0.01 1 7.90 0.00 0.01 2 15.81 0.00 0.01 3 23.71 0.00 0.01 4 31.61 0.00 0.01 5 39.52 0.00 0.00 6 47.42 0.00 0.00 7 55.33 -1.75 -6.12 8 63.23 -1.75 -6.12 9 71.13 -8.72 -24.87 10 79.04 -54.42 20.83 11 89.87 8.84 20.83 12 100.70 2.43 3.35 13 111.53 0.01 0.01 14 122.35 0.01 0.01 15 133.18 0.00 0.01 16 144.01 0.01 0.03 17 154.84 0.01 0.03 18 165.67 0.01 0.07 19 176.50 -0.05 -0.05 20 187.33 -0.08 -0.12 21 202.60 -0.08 -0.12 22 217.88 -0.10 -0.14 23 233.15 -0.08 -0.10 24 248.42 -0.04 -0.04 25 263.70 0.01 0.02 26 278.97 0.05 0.08 27 294.25 0.09 0.12 28 309.52 0.10 0.14 29 324.79 0.05 0.06 30 340.07 -0.03 -0.11 31 355.36 -0.05 -0.13 32 370.66 -0.05 -0.13 33 385.95 0.04 0.19 34 401.25 -0.04 -0.06 35 416.54 0.01 0.05 36 431.83 0.04 0.11 37 447.13 0.05 0.12 38 462.42 0.02 0.06 39 477.72 0.00 0.00 40 493.01 -0.08 -0.17 41 507.11 -0.08 -0.17 42 521.20 -0.07 -0.13 43 535.30 0.00 0.05 44 549.39 0.20 0.46 45 563.48 0.20 0.46 46 577.58 0.03 0.09 47 591.67 0.05 0.10 48 605.76 0.03 0.00 49 619.86 0.05 0.03 50 633.95 0.05 0.03 Plastic Section Properties Girder 3 Plastic Section Properties Tenth C C a C' Ybar Dp D' Pos Mom Neg Mom Point (10- (10- (10- (10- (10-127 Mu Mu 123) 124) 125) 126) 10-128) (k-ft) (k-ft) 0 noncmpct noncmpct 1 2267 3962 8.07 847.5 0.71 13.66 5.88 8591.97* noncmpct 2 2422 3962 8.07 769.8 0.64 13.59 5.88 8992.55* noncmpct 3 2576 3962 8.07 692.7 0.58 13.53 5.88 9095.19* noncmpct 4 2729 3962 8.07 616.2 0.51 13.47 5.88 9196.07* noncmpct 5 2881 3962 8.07 540.3 0.45 13.40 5.88 9295.32* noncmpct 6 2987 3962 8.07 487.5 0.41 13.36 5.88 9363.96* noncmpct 7 noncmpct noncmpct 8 2987 18392 8.07 7702.4 6.41 7.59 5.90 15210.36* noncmpct 9 2987 18392 8.07 7702.4 6.41 7.59 5.90 15210.36* noncmpct 10 2987 18392 8.07 7702.4 6.41 7.59 5.90 15734.34* noncmpct 43 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 43 46.64 19790.94* 44 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 44 46.64 19790.94* 45 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 45 46.64 19790.94* 46 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 46 46.64 19790.94* 47 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 47 46.64 19790.94* 48 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 48 46.64 19790.94* 49 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 49 46.64 19790.94* 50 13.08 noncmpct 19790.94* * Plastic modulus Z is Mp/Fy Elastic Noncomposite Section Properties at Web Splices Girder 3 Elastic Noncomposite Section Properties at Web Splices Splice Web Top Flg Bott Flg Area I na na Location wd wt tfw tft bfw bft (in2) (in4) from from Bott Top 209.96L 70.00 0.625 24.02 2.05 24.02 2.05 142.1 145505. 37.05 37.05 209.96R 70.00 0.750 24.02 2.05 24.02 2.05 150.8 149078. 37.05 37.05 Service Load Effects at Web Splices Girder 3 Summary of Service Load Effects at Web Splice Locations Splice Location 209.96 Dead Load Noncomp Shr Comp Shr Noncomp Mom Comp Mom 93.0 10.6 -308.6 -29.9 Live Load + Imp - Truck Max Shr Range Max Mom Min Mom 79.3 90.2 872.7 -840.4 Live Load + Imp - Lane Max Shr Range Max Mom Min Mom 66.0 91.9 737.4 -812.6 Concurrent moment for max shear of 79.3 = 650.0 Concurrent shear for max moment of 872.7 = 89.3 Concurrent shear for min moment of -840.4 = 14.2 Parabolic interpolation used in this table. Shear Strength at Web Splices Girder 3 Shear Strength at Web Splices Splice Web Web t Web t Stiff Factored Shear Perf Shear Perf Location Depth Left Right Spcng Shear Strngth Ratio Strngth Ratio of of at Spl Left of Right of Spl Spl Splice Splice ft in in in in k k k 209.96 70.00 0.625 0.750 203.70 310.65 445.84 0.697 770.42 0.403 Service Torque at Web Splices From Curvature Service Torque at Web Splices from Curvature -k-ft Splice Dead Live Location 209.96 -0.31 -8.07 Top Flange Factored Bending Stress - Group I Loading Girder 3 Grp I Factored Bending Stresses - ksi Tenth Loc ------------------ Top Flange ------------------- Point Noncomp Comp Max Min LL+I Tot Allow Ratio Dead Dead LL+I LL+I Rng 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.001 1 7.90 -2.8 -0.2 -1.0 1.0 2.0 -3.9 50.0 0.079 2 15.81 -4.8 -0.3 -1.5 1.9 3.5 -6.6 50.0 0.131 3 23.71 -5.8 -0.3 -1.8 2.9 4.7 -7.9 50.0 0.158 4 31.61 -6.0 -0.3 -1.8 3.8 5.7 -8.2 50.0 0.163 5 39.52 -5.0 -0.3 -1.7 4.8 6.6 -7.0 50.0 0.139 6 47.42 -3.0 -0.2 -1.5 5.8 7.4 -4.7 50.0 0.094 7 55.33 0.7 -0.1 -1.3 6.9 8.2 7.6 50.0 0.151 Top Flg.Spl. 2.9 0.0 -1.2 7.4 8.6 10.3 50.0 0.205 Top Flg.Spl. 0.5 0.0 -1.5 1.7 3.2 2.2 50.0 0.044 8 63.23 1.0 0.1 -1.2 1.9 3.1 2.9 50.0 0.058 9 71.13 2.1 0.2 -0.8 2.3 3.1 4.6 50.0 0.091 10 79.04 3.6 0.3 -0.8 3.3 4.1 7.2 50.0 0.143 11 89.87 1.6 0.1 -0.8 1.7 2.5 3.4 50.0 0.068 12 100.70 0.2 0.0 -1.6 1.2 2.8 1.4 50.0 0.029 Top Flg.Spl. 0.0 0.0 -1.7 1.2 2.9 -1.8 50.0 0.036 Top Flg.Spl. -0.1 0.0 -1.5 4.9 6.4 4.8 50.0 0.095 13 111.53 -3.6 -0.1 -1.9 4.4 6.3 -5.6 50.0 0.112 14 122.35 -5.1 -0.2 -2.3 4.7 7.0 -7.6 50.0 0.153 15 133.18 -4.6 -0.2 -2.3 5.8 8.1 -7.1 50.0 0.142 16 144.01 -1.9 -0.1 -2.2 6.9 9.1 4.9 50.0 0.098 Top Flg.Spl. 0.2 0.0 -2.0 7.5 9.5 7.7 50.0 0.153 Top Flg.Spl. 0.1 0.0 -2.2 4.8 7.0 4.9 50.0 0.098 17 154.84 1.6 0.1 -1.9 5.3 7.2 7.0 50.0 0.140 18 165.67 4.7 0.3 -1.3 6.2 7.5 11.2 50.0 0.223 19 176.50 7.4 0.6 -0.8 7.7 8.5 15.7 50.0 0.314 20 187.33 11.4 0.9 -0.7 11.0 11.7 23.3 50.0 0.466 21 202.60 4.1 0.3 -1.1 5.8 6.9 10.3 50.0 0.206 Top Flg.Spl. 1.0 0.1 -1.7 4.9 6.6 5.9 50.0 0.118 Top Flg.Spl. 0.9 0.1 -1.7 4.8 6.5 5.9 50.0 0.117 22 217.88 -1.4 -0.1 -2.2 4.2 6.4 -3.6 50.0 0.073 23 233.15 -5.1 -0.3 -2.9 3.6 6.5 -8.4 50.0 0.167 24 248.42 -7.3 -0.4 -3.4 3.2 6.6 -11.1 50.0 0.221 25 263.70 -7.8 -0.4 -3.6 3.1 6.7 -11.8 50.0 0.236 26 278.97 -6.8 -0.4 -3.4 3.3 6.7 -10.6 50.0 0.211 27 294.25 -4.2 -0.2 -2.9 3.6 6.5 -7.3 50.0 0.146 28 309.52 0.1 0.0 -2.1 4.3 6.4 4.4 50.0 0.088 Top Flg.Spl. 1.1 0.1 -1.9 4.6 6.5 5.8 50.0 0.116 Top Flg.Spl. 1.2 0.1 -2.0 4.9 6.9 6.3 50.0 0.125 29 324.79 6.6 0.6 -1.2 7.1 8.2 14.2 50.0 0.284 30 340.07 15.0 1.2 -0.8 12.7 13.5 28.9 50.0 0.578 31 355.36 6.5 0.5 -1.1 7.0 8.1 14.1 50.0 0.281 32 370.66 -0.2 0.0 -2.3 5.2 7.5 5.0 50.0 0.099 Top Flg.Spl. -3.7 -0.3 -3.4 5.3 8.7 -7.4 50.0 0.147 Top Flg.Spl. -4.2 -0.3 -3.5 5.8 9.4 -8.0 50.0 0.161 33 385.95 -6.2 -0.4 -3.7 5.5 9.1 -10.3 50.0 0.205 34 401.25 -5.6 -0.4 -2.7 3.3 5.9 -8.6 50.0 0.172 35 416.54 -5.9 -0.4 -2.6 3.2 5.9 -8.9 50.0 0.178 36 431.83 -4.7 -0.3 -2.6 3.6 6.2 -7.5 50.0 0.151 37 447.13 -1.5 -0.1 -2.2 3.9 6.0 -3.8 50.0 0.075 Top Flg.Spl. 1.7 0.1 -1.7 4.1 5.8 5.9 50.0 0.118 Top Flg.Spl. 1.5 0.1 -1.7 3.7 5.4 5.3 50.0 0.106 38 462.42 3.2 0.2 -1.5 4.0 5.5 7.4 50.0 0.147 39 477.72 9.3 0.8 -0.8 5.6 6.4 15.6 50.0 0.312 40 493.01 16.9 1.4 -0.5 9.5 10.0 27.8 50.0 0.556 41 507.11 7.8 0.7 -0.9 5.6 6.5 14.0 50.0 0.280 42 521.20 0.1 0.0 -1.9 4.0 5.9 4.1 50.0 0.083 Top Flg.Spl. -0.3 0.0 -2.0 3.9 5.9 3.6 50.0 0.073 Top Flg.Spl. -0.3 0.0 -2.0 4.4 6.4 4.0 50.0 0.080 43 535.30 -6.8 -0.4 -2.7 3.8 6.6 -9.9 50.0 0.198 44 549.39 -11.3 -0.6 -3.1 3.3 6.4 -15.0 50.0 0.288 45 563.48 -11.9 -0.6 -3.0 2.3 5.3 -15.5 50.0 0.290 46 577.58 -12.6 -0.7 -2.9 1.8 4.7 -16.1 50.0 0.296 47 591.67 -11.9 -0.6 -2.7 1.4 4.1 -15.2 50.0 0.278 48 605.76 -9.8 -0.5 -2.3 0.9 3.3 -12.6 50.0 0.232 49 619.86 -6.0 -0.3 -1.6 0.5 2.0 -7.8 50.0 0.149 50 633.95 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.000 Governing expression for allowable compression stress Tenth Pt Expression 1 compact 2 compact 3 compact 4 compact 5 compact 6 compact 13 (5-8) 14 (5-8) 15 (5-8) 16 compact 22 compact 23 compact 24 compact 25 compact 26 compact 27 compact 32 compact 33 compact 34 compact 35 compact 36 compact 37 compact 43 compact 44 compact 45 compact 46 compact 47 compact 48 compact 49 compact Perf. ratio for compact section is (factored mom/mom strength) if this is less than (total stress/allowable stress). Grp I Top Flange Factored Lateral Bending Stress Tenth Noncomp Dead Comp Dead Max LL+I Min LL+I Pt Lat Mom fw Lat Mom fw Lat Mom fw Lat Mom fw k-ft ksi k-ft ksi k-ft ksi k-ft ksi 0 0.00 0.00 composite 1 0.00 0.00 composite 2 0.00 0.00 composite 3 0.00 0.00 composite 4 0.00 0.00 composite 5 0.00 0.00 composite 6 0.00 0.00 composite 7 0.00 0.00 composite Top.Flg.Spl 0.00 0.00 composite Top.Flg.Spl 0.00 0.00 composite 8 0.00 0.00 composite 9 0.00 0.00 composite 10 0.00 0.00 composite 11 -3.43 0.03 composite 12 -1.16 0.01 composite Top.Flg.Spl -1.45 0.00 composite Top.Flg.Spl -1.63 0.00 composite 13 0.92 0.11 composite 14 0.45 0.06 composite 15 -1.54 0.19 composite 16 -0.04 0.00 composite Top.Flg.Spl -1.21 0.00 composite Top.Flg.Spl -1.18 0.00 composite 17 1.37 0.08 composite 18 -2.22 0.14 composite 19 -3.60 0.22 composite 20 17.64 1.08 composite 21 1.16 0.07 composite Top.Flg.Spl -1.84 0.11 composite Top.Flg.Spl -1.84 0.11 composite 22 -0.14 0.01 composite 23 -1.39 0.08 composite 24 -6.01 0.37 composite 25 -7.73 0.47 composite 26 -5.44 0.33 composite 27 -0.61 0.04 composite 28 -1.53 0.00 composite Top.Flg.Spl -3.20 0.20 composite Top.Flg.Spl -3.21 0.21 composite 29 3.11 0.21 composite 30 25.39 1.68 composite 31 9.86 0.65 composite 32 0.23 0.00 composite Top.Flg.Spl -1.91 0.13 composite Top.Flg.Spl -1.90 0.16 composite 33 7.78 0.65 composite 34 6.90 0.58 composite 35 7.06 0.59 composite 36 5.53 0.46 composite 37 1.70 0.14 composite Top.Flg.Spl -0.45 0.04 composite Top.Flg.Spl -0.45 0.03 composite 38 3.23 0.21 composite 39 11.17 0.74 composite 40 30.77 2.03 composite 41 -4.08 0.27 composite 42 -4.20 0.00 composite Top.Flg.Spl -3.74 0.25 composite Top.Flg.Spl -3.73 0.00 composite 43 0.00 0.00 composite 44 0.00 0.00 composite 45 0.00 0.00 composite 46 0.00 0.00 composite 47 0.00 0.00 composite 48 0.00 0.00 composite 49 0.00 0.00 composite 50 0.00 0.00 composite Dabrowski sign convention: +fw/fb ratio used for allowable stress. (See 2003 Guide spec. commentary C5.1) First of two splice entries is to left of splice, second is to right of splice. Bottom Flange Factored Bending Stress - Group I Loading Girder 3 Grp I Factored Bending Stresses - ksi Tenth Loc ----------------- Bottom Flange ----------------- Point Noncomp Comp Max Min LL+I Wind Tot Allow Ratio Dead Dead LM+I LL+I Rng 0 0.00 0.0 0.0 0.0 0.0 0.1 0.0 0.0 48.3 0.001 1 7.90 2.8 0.3 4.8 -1.2 6.0 0.0 7.9 50.0 0.133 2 15.81 4.8 0.6 8.0 -2.5 10.5 0.0 13.4 50.0 0.216 3 23.71 5.8 0.7 10.1 -3.7 13.8 0.0 16.5 50.0 0.265 4 31.61 6.0 0.7 11.3 -4.9 16.2 0.0 18.0 50.0 0.288 5 39.52 5.0 0.6 11.5 -6.2 17.6 0.0 17.0 50.0 0.274 6 47.42 3.0 0.4 10.8 -7.5 18.3 0.0 14.2 50.0 0.233 7 55.33 -0.7 0.1 9.2 -8.8 18.0 0.0 -9.4 48.4 0.195 Bot.Flg.Spl. -2.9 0.0 8.1 -9.5 17.6 0.0 -12.4 48.4 0.255 Bot.Flg.Spl. -1.8 0.0 6.8 -6.4 13.2 0.0 -8.2 48.4 0.170 8 63.23 -3.6 -0.2 5.5 -7.0 12.4 0.0 -10.8 48.4 0.222 9 71.13 -7.7 -0.6 3.8 -8.5 12.3 0.0 -16.8 48.5 0.346 10 79.04 -12.9 -1.1 3.4 -12.4 15.8 0.0 -26.3 48.5 0.543 11 89.87 -5.7 -0.5 3.6 -6.3 9.9 0.0 -12.5 42.2 0.297 12 100.70 -0.7 0.0 7.3 -4.6 11.9 0.0 6.6 41.4 0.158 Bot.Flg.Spl. 0.1 0.0 7.9 -4.4 12.3 0.0 8.1 49.9 0.162 Bot.Flg.Spl. 0.1 0.0 8.3 -5.6 13.8 0.0 8.4 49.9 0.169 13 111.53 3.1 0.3 10.7 -4.9 15.6 0.0 14.1 49.9 0.283 14 122.35 4.5 0.4 12.8 -5.3 18.1 0.0 17.7 50.0 0.355 15 133.18 4.1 0.4 13.0 -6.5 19.5 0.0 17.4 49.8 0.350 16 144.01 1.7 0.2 12.1 -7.8 19.9 0.0 14.0 50.0 0.280 Bot.Flg.Spl. -0.2 0.1 11.2 -8.5 19.6 0.0 -8.6 41.3 0.207 Bot.Flg.Spl. -0.1 0.1 7.8 -5.6 13.5 0.0 -5.7 48.5 0.117 17 154.84 -1.6 -0.1 6.9 -6.2 13.0 0.0 -7.9 48.5 0.162 18 165.67 -4.7 -0.4 4.2 -7.1 11.4 0.0 -12.2 43.1 0.283 19 176.50 -7.5 -0.7 2.4 -8.8 11.2 0.0 -16.9 43.0 0.393 20 187.33 -11.4 -1.0 2.1 -12.5 14.6 0.0 -24.9 40.8 0.611 21 202.60 -4.1 -0.4 3.1 -6.6 9.8 0.0 -11.1 48.1 0.231 Bot.Flg.Spl. -1.0 -0.1 4.7 -5.5 10.3 0.0 -6.6 48.1 0.136 Bot.Flg.Spl. -0.9 -0.1 4.4 -5.1 9.5 0.0 -6.1 47.7 0.127 22 217.88 1.3 0.1 5.6 -4.5 10.1 0.0 7.0 50.0 0.141 23 233.15 4.8 0.4 7.7 -3.8 11.5 0.0 12.9 49.9 0.258 24 248.42 6.8 0.6 8.9 -3.4 12.3 0.0 16.2 49.8 0.326 25 263.70 7.3 0.6 9.3 -3.3 12.6 0.0 17.2 49.7 0.347 26 278.97 6.4 0.5 8.9 -3.5 12.3 0.0 15.8 49.8 0.317 27 294.25 3.9 0.3 7.6 -3.8 11.4 0.0 11.9 50.0 0.237 28 309.52 -0.1 0.0 5.5 -4.5 10.0 0.0 5.4 47.7 0.113 Bot.Flg.Spl. -1.0 -0.1 5.1 -4.8 9.9 0.0 -6.0 47.7 0.126 Bot.Flg.Spl. -1.2 -0.2 5.8 -5.6 11.4 0.0 -6.9 48.2 0.144 29 324.79 -6.6 -0.6 3.4 -8.0 11.5 0.0 -15.3 48.2 0.317 30 340.07 -15.0 -1.4 2.5 -14.4 16.9 0.0 -30.8 48.2 0.640 31 355.36 -6.5 -0.6 3.3 -7.9 11.2 0.0 -15.1 48.5 0.311 32 370.66 0.2 0.0 6.7 -5.9 12.6 0.0 7.0 49.8 0.140 Bot.Flg.Spl. 3.7 0.4 8.3 -6.0 14.3 0.0 12.4 49.9 0.250 Bot.Flg.Spl. 3.1 0.3 6.8 -5.0 11.7 0.0 10.2 49.9 0.205 33 385.95 4.6 0.4 7.1 -4.6 11.7 0.0 12.1 49.7 0.243 34 401.25 4.1 0.4 5.2 -2.8 8.0 0.0 9.8 49.8 0.197 35 416.54 4.4 0.4 5.4 -2.7 8.1 0.0 10.2 49.8 0.204 36 431.83 3.5 0.3 5.4 -3.1 8.5 0.0 9.2 49.8 0.184 37 447.13 1.1 0.1 4.7 -3.3 8.0 0.0 6.0 49.9 0.120 Bot.Flg.Spl. -1.3 -0.1 4.0 -3.5 7.4 0.0 -4.8 48.2 0.100 Bot.Flg.Spl. -1.5 -0.1 4.9 -4.2 9.1 0.0 -5.8 48.5 0.120 38 462.42 -3.2 -0.3 4.3 -4.5 8.9 0.0 -7.9 48.5 0.163 39 477.72 -9.3 -0.9 2.5 -6.3 8.8 0.0 -16.5 48.4 0.340 40 493.01 -16.9 -1.6 1.5 -10.8 12.3 0.0 -29.3 48.0 0.610 41 507.11 -7.8 -0.8 2.7 -6.4 9.0 0.0 -14.9 48.0 0.310 42 521.20 -0.1 0.0 5.6 -4.5 10.2 0.0 5.5 48.0 0.114 Bot.Flg.Spl. 0.3 0.0 5.8 -4.5 10.2 0.0 6.1 49.8 0.122 Bot.Flg.Spl. 0.2 0.0 4.7 -3.7 8.4 0.0 4.9 49.9 0.099 43 535.30 5.0 0.4 6.3 -3.2 9.6 0.0 11.8 50.0 0.214 44 549.39 8.3 0.7 7.1 -2.8 9.9 0.0 16.2 50.0 0.288 45 563.48 8.8 0.8 6.9 -2.0 8.8 0.0 16.4 50.0 0.290 46 577.58 9.3 0.8 6.7 -1.5 8.2 0.0 16.8 50.0 0.296 47 591.67 8.8 0.8 6.3 -1.2 7.4 0.0 15.8 50.0 0.278 48 605.76 7.2 0.6 5.3 -0.8 6.1 0.0 13.2 50.0 0.232 49 619.86 4.4 0.4 3.6 -0.4 4.0 0.0 8.4 50.0 0.149 50 633.95 0.0 0.0 0.0 0.0 0.0 0.0 0.0 47.5 0.000 Governing expression for allowable compression stress Tenth Pt Expression 7 (5-8) 8 (5-8) 9 (5-8) 10 (5-8) 11 (5-8) 12 (5-6) 17 compact 18 (5-8) 19 (5-8) 20 (5-8) 21 compact 28 (5-4) 29 compact 30 compact 31 compact 38 compact 39 compact 40 compact 41 compact 42 compact Perf. ratio for compact section is (factored mom/mom strength) if this is less than (total stress/allowable stress). Grp I Bottom Flange Factored Lateral Bending Stress Tenth Noncomp Dead Comp Dead Max LL+I Min LL+I Pt Lat Mom fw Lat Mom fw Lat Mom fw Lat Mom fw k-ft ksi k-ft ksi k-ft ksi k-ft ksi 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Bot.Flg.Spl 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Bot.Flg.Spl 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11 -3.43 0.34 -0.27 0.00 -0.94 0.09 -3.13 0.31 12 -1.16 0.12 -0.11 0.00 -3.64 0.36 -1.93 0.19 Bot.Flg.Spl -1.45 0.00 -0.12 0.00 -3.62 0.36 -2.24 0.22 Bot.Flg.Spl -1.45 0.00 -0.12 0.00 -3.62 0.36 -2.24 0.22 13 0.92 0.09 0.08 0.00 4.47 0.44 1.77 0.18 14 0.45 0.05 0.05 0.00 1.03 0.10 0.27 0.03 15 -1.54 0.15 -0.16 0.00 -6.39 0.63 -2.58 0.26 16 -0.04 0.00 0.03 0.00 1.05 0.10 -0.10 0.01 Bot.Flg.Spl -1.21 0.00 -0.10 0.00 -5.43 0.54 -3.27 0.32 Bot.Flg.Spl -1.21 0.00 -0.10 0.00 -5.43 0.33 -3.27 0.20 17 1.37 0.08 0.06 0.00 4.05 0.25 3.69 0.23 18 -2.22 0.14 -0.16 0.00 -3.29 0.20 -3.76 0.23 19 -3.60 0.22 -0.30 0.02 -0.76 0.05 -3.68 0.22 20 17.64 1.08 1.49 0.09 3.52 0.21 17.91 1.09 21 1.16 0.07 0.10 0.00 3.03 0.18 3.35 0.20 Bot.Flg.Spl -1.84 0.11 -0.16 0.00 -4.20 0.26 -3.29 0.20 Bot.Flg.Spl -1.84 0.10 -0.16 0.00 -4.20 0.23 -3.29 0.18 22 -0.14 0.01 -0.01 0.00 1.65 0.09 -0.16 0.01 23 -1.39 0.08 -0.11 0.00 -3.90 0.21 -2.23 0.12 24 -6.01 0.33 -0.50 0.03 -8.95 0.49 -3.13 0.17 25 -7.73 0.42 -0.64 0.03 -10.82 0.59 -3.38 0.18 26 -5.44 0.30 -0.44 0.00 -8.84 0.48 -3.12 0.17 27 -0.61 0.03 -0.03 0.00 -3.71 0.20 -2.14 0.12 28 -1.53 0.00 -0.16 0.00 1.87 0.10 -0.49 0.03 Bot.Flg.Spl -3.20 0.17 -0.28 0.00 -3.93 0.21 -4.65 0.25 Bot.Flg.Spl -3.20 0.21 -0.28 0.00 -3.93 0.26 -4.65 0.31 29 3.11 0.21 0.30 0.02 3.71 0.24 4.68 0.31 30 25.39 1.68 2.22 0.15 4.64 0.31 22.74 1.50 31 9.86 0.65 0.86 0.06 5.40 0.36 11.03 0.73 32 0.23 0.00 0.05 0.00 10.83 0.72 8.08 0.53 Bot.Flg.Spl -1.91 0.13 -0.19 0.01 -6.17 0.41 -3.99 0.26 Bot.Flg.Spl -1.91 0.09 -0.19 0.01 -6.17 0.30 -3.99 0.20 33 7.78 0.39 0.75 0.00 13.44 0.67 7.46 0.37 34 6.90 0.34 0.68 0.00 9.73 0.48 4.34 0.21 35 7.06 0.35 0.69 0.00 9.67 0.48 4.13 0.20 36 5.53 0.27 0.55 0.00 9.39 0.47 4.45 0.22 37 1.70 0.08 0.22 0.00 8.02 0.40 4.53 0.22 Bot.Flg.Spl -0.45 0.02 -0.06 0.00 -2.23 0.11 -1.25 0.06 Bot.Flg.Spl -0.45 0.03 -0.06 0.00 -2.23 0.15 -1.25 0.08 38 3.23 0.21 0.24 0.00 5.92 0.39 4.87 0.32 39 11.17 0.74 0.96 0.06 3.60 0.24 7.21 0.48 40 30.77 2.03 2.74 0.18 3.09 0.20 18.22 1.20 41 -4.08 0.27 -0.36 0.02 1.01 0.07 -1.54 0.10 42 -4.20 0.00 -0.37 0.00 -4.41 0.29 -4.15 0.27 Bot.Flg.Spl -3.74 0.25 -0.33 0.00 -3.37 0.22 -3.56 0.24 Bot.Flg.Spl -3.74 0.00 -0.33 0.00 -3.37 0.17 -3.56 0.18 43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Dabrowski sign convention: +fw/fb ratio used for allowable stress. (See 2003 Guide spec. commentary C5.1) First of two splice entries is to left of splice, second is to right of splice. Slab and Rebar Factored Stress - Group I Loading Girder 3 Grp I Factored Bending Stresses - ksi Tenth Loc ----- Slab ----- ---- Rebars ---- Point Comp Max Tot Comp Min Tot Dead LL+I Dead LL+I 0 0.00 0.00 0.00 0.00 0.00 0.05 0.05 1 7.90 -0.01 -0.31 -0.32 0.00 1.38 1.38 2 15.81 -0.02 -0.50 -0.52 0.00 2.76 2.76 3 23.71 -0.02 -0.61 -0.63 0.00 4.13 4.13 4 31.61 -0.02 -0.65 -0.68 0.00 5.50 5.50 5 39.52 -0.02 -0.64 -0.66 0.00 6.90 6.90 6 47.42 -0.01 -0.59 -0.61 0.00 8.35 8.35 7 55.33 0.00 -0.50 -0.51 0.00 9.84 9.84 8 63.23 0.00 -0.17 -0.17 0.05 1.55 1.59 9 71.13 0.00 -0.12 -0.12 0.13 1.87 2.01 10 79.04 0.00 -0.10 -0.10 0.23 2.74 2.97 11 89.87 0.00 -0.11 -0.11 0.11 1.40 1.51 12 100.70 0.00 -0.22 -0.22 0.01 1.02 1.03 13 111.53 -0.01 -0.65 -0.66 0.00 6.13 6.13 14 122.35 -0.02 -0.77 -0.79 0.00 6.64 6.64 15 133.18 -0.01 -0.78 -0.80 0.00 8.06 8.06 16 144.01 -0.01 -0.73 -0.74 0.00 9.66 9.66 17 154.84 0.00 -0.49 -0.49 0.10 7.13 7.23 18 165.67 0.00 -0.30 -0.30 0.43 8.00 8.43 19 176.50 0.00 -0.16 -0.16 0.72 9.62 10.34 20 187.33 0.00 -0.15 -0.15 1.14 13.67 14.81 21 202.60 0.00 -0.22 -0.22 0.41 7.25 7.67 22 217.88 0.00 -0.43 -0.43 0.00 5.24 5.24 23 233.15 -0.02 -0.58 -0.60 0.00 4.42 4.42 24 248.42 -0.02 -0.67 -0.69 0.00 3.99 3.99 25 263.70 -0.02 -0.70 -0.73 0.00 3.84 3.84 26 278.97 -0.02 -0.67 -0.69 0.00 4.07 4.07 27 294.25 -0.01 -0.58 -0.59 0.00 4.40 4.40 28 309.52 0.00 -0.42 -0.42 0.05 5.24 5.29 29 324.79 0.00 -0.24 -0.24 0.71 8.81 9.52 30 340.07 0.00 -0.17 -0.17 1.55 15.86 17.41 31 355.36 0.00 -0.23 -0.23 0.67 8.70 9.37 32 370.66 0.00 -0.47 -0.47 0.00 6.50 6.50 33 385.95 -0.02 -0.69 -0.71 0.00 6.68 6.68 34 401.25 -0.02 -0.50 -0.52 0.00 3.99 3.99 35 416.54 -0.02 -0.50 -0.52 0.00 3.96 3.96 36 431.83 -0.02 -0.49 -0.50 0.00 4.43 4.43 37 447.13 -0.01 -0.42 -0.42 0.00 4.73 4.73 38 462.42 0.00 -0.31 -0.31 0.28 4.95 5.23 39 477.72 0.00 -0.17 -0.17 0.95 6.97 7.91 40 493.01 0.00 -0.11 -0.11 1.78 11.84 13.62 41 507.11 0.00 -0.19 -0.19 0.83 6.98 7.81 42 521.20 0.00 -0.39 -0.39 0.03 4.99 5.01 43 535.30 -0.02 -0.53 -0.55 0.00 4.68 4.68 44 549.39 -0.03 -0.60 -0.64 0.00 4.00 4.00 45 563.48 -0.04 -0.58 -0.62 0.00 2.86 2.86 46 577.58 -0.04 -0.57 -0.61 0.00 2.18 2.18 47 591.67 -0.04 -0.53 -0.57 0.00 1.68 1.68 48 605.76 -0.03 -0.45 -0.48 0.00 1.16 1.16 49 619.86 -0.02 -0.31 -0.32 0.00 0.58 0.58 50 633.95 0.00 0.00 0.00 0.00 0.01 0.01 Only slab compression stresses tabulated. Bottom Flange Elastic Compression Strength Girder 3 Bottom Flange Elastic Compression Strength - k-ft Tenth M1 M2 Cb Lb Lp Lr PT Dc Mr Rb My Mu 7 585.55 2090.69 1.48 187.59 294.43 659.11 27.11 4138.34(103c) 1.00 5887.56 4138.34 8 585.55 2090.69 1.48 187.59 294.43 670.40 47.64 9191.99(103c) 0.96 9575.53 9191.99 9 2090.69 5026.06 1.37 186.77 294.43 670.40 47.64 9191.99(103c) 0.96 9575.53 9191.99 10 2090.69 5026.06 1.37 186.77 294.43 670.40 47.64 9191.99(103c) 0.96 9575.53 9191.99 Tabulated only where girder is straight. Constructibility of Web in Bending Girder 3 Web Compression Bending Stress for Constructibility - ksi Tenth Noncomp. Dead Noncomp. Dead Allowable Ratio Point Factored Mom Web Bending (6-3),(6-8) Stress 0 0.00 0.00 50.04 0.000 1 351.75 2.87 50.04 0.057 2 603.81 4.92 50.04 0.098 3 736.12 6.00 50.04 0.120 4 762.16 6.21 50.04 0.124 5 628.41 5.12 50.04 0.102 6 377.78 3.08 50.04 0.062 7 -91.65 0.75 50.04 0.015 8 -737.08 1.02 50.04 0.020 9 -1584.70 2.20 50.04 0.044 10 -2647.62 3.67 50.04 0.073 11 -1175.54 1.63 50.04 0.033 12 -139.02 0.19 50.04 0.004 13 462.68 3.68 50.04 0.073 14 667.13 5.30 50.04 0.106 15 597.93 4.75 50.04 0.095 16 248.32 1.97 50.04 0.039 17 -378.01 1.68 50.04 0.034 18 -1300.02 4.82 50.04 0.096 19 -2508.54 7.67 50.04 0.153 20 -4014.23 11.76 50.04 0.235 21 -1452.70 4.26 50.04 0.085 22 511.69 1.44 50.04 0.029 23 1876.71 5.29 50.04 0.106 24 2663.27 7.51 50.04 0.150 25 2871.01 8.10 50.04 0.162 26 2496.28 7.04 50.04 0.141 27 1531.82 4.32 50.04 0.086 28 -36.62 0.10 50.04 0.002 29 -2227.72 6.82 50.04 0.136 30 -5046.74 15.44 50.04 0.309 31 -2208.34 6.76 50.04 0.135 32 74.59 0.23 50.04 0.005 33 1839.85 6.38 50.04 0.128 34 1671.06 5.80 50.04 0.116 35 1757.82 6.10 50.04 0.122 36 1396.20 4.84 50.04 0.097 37 443.16 1.54 50.04 0.031 38 -1067.69 3.27 50.04 0.065 39 -3124.56 9.56 50.04 0.191 40 -5700.33 17.44 50.04 0.349 41 -2624.03 8.03 50.04 0.160 42 -38.92 0.12 50.04 0.002 43 2033.67 7.05 50.04 0.141 44 3354.64 11.63 50.04 0.232 45 3535.42 12.26 50.04 0.245 46 3740.98 12.97 50.04 0.259 47 3536.67 12.27 50.04 0.245 48 2906.92 10.08 50.04 0.201 49 1774.46 6.15 50.04 0.123 50 -0.02 0.00 50.04 0.000 Top Flange Overload Stress Girder 3 Top Flange Permanent Defl Stress - ksi Tenth Loc Noncomp Comp 1.67 Max 1.67 Min Allowable Ratio Dead Dead LL+I LL+I 0 0.00 0.00 0.00 0.00 0.03 47.54 0.001 1 7.90 -2.14 -0.13 -0.76 0.74 47.54 0.064 2 15.81 -3.67 -0.21 -1.19 1.48 47.54 0.106 3 23.71 -4.47 -0.25 -1.37 2.22 47.54 0.128 4 31.61 -4.63 -0.25 -1.42 2.96 47.54 0.132 5 39.52 -3.81 -0.21 -1.33 3.71 47.54 0.113 6 47.42 -2.29 -0.14 -1.19 4.49 47.54 0.076 7 55.33 0.56 -0.04 -1.01 5.30 47.54 0.122 Top flg.spl. 2.19 0.01 -0.90 5.68 47.54 0.166 Top flg.spl. 0.37 0.01 -1.14 1.33 47.54 0.036 8 63.23 0.76 0.04 -0.92 1.45 47.54 0.047 9 71.13 1.64 0.12 -0.65 1.75 47.54 0.074 10 79.04 2.73 0.22 -0.58 2.56 47.54 0.116 11 89.87 1.24 0.10 -0.61 1.31 47.54 0.056 12 100.70 0.15 0.01 -1.23 0.95 47.54 0.023 Top flg.spl. -0.02 -0.01 -1.34 0.90 47.54 0.029 Top flg.spl. -0.11 -0.01 -1.14 3.79 47.54 0.077 13 111.53 -2.81 -0.11 -1.47 3.37 47.54 0.092 14 122.35 -3.98 -0.16 -1.76 3.65 47.54 0.124 15 133.18 -3.66 -0.15 -1.79 4.44 47.54 0.118 16 144.01 -1.47 -0.09 -1.67 5.31 47.54 0.079 Top flg.spl. 0.14 -0.03 -1.54 5.79 47.54 0.124 Top flg.spl. 0.08 -0.04 -1.68 3.72 47.54 0.079 17 154.84 1.25 0.06 -1.48 4.06 47.54 0.113 18 165.67 3.68 0.26 -0.99 4.74 47.54 0.183 19 176.50 5.86 0.45 -0.61 5.91 47.54 0.257 20 187.33 9.50 0.70 -0.55 8.46 47.54 0.393 21 202.60 3.17 0.26 -0.82 4.49 47.54 0.167 Top flg.spl. 0.74 0.06 -1.29 3.76 47.54 0.096 Top flg.spl. 0.73 0.04 -1.29 3.71 47.54 0.094 22 217.88 -1.08 -0.06 -1.66 3.27 47.54 0.059 23 233.15 -3.94 -0.21 -2.27 2.76 47.54 0.135 24 248.42 -5.60 -0.30 -2.62 2.49 47.54 0.179 25 263.70 -6.03 -0.32 -2.74 2.40 47.54 0.191 26 278.97 -5.24 -0.28 -2.61 2.54 47.54 0.171 27 294.25 -3.22 -0.16 -2.25 2.75 47.54 0.119 28 309.52 0.08 0.03 -1.63 3.27 47.54 0.071 Top flg.spl. 0.86 0.10 -1.50 3.52 47.54 0.094 Top flg.spl. 0.93 0.10 -1.51 3.77 47.54 0.101 29 324.79 5.08 0.44 -0.90 5.43 47.54 0.230 30 340.07 11.50 0.95 -0.65 9.77 47.54 0.468 31 355.36 5.03 0.41 -0.86 5.36 47.54 0.227 32 370.66 -0.17 -0.02 -1.75 4.01 47.54 0.080 Top flg.spl. -2.87 -0.18 -2.13 4.05 47.54 0.109 Top flg.spl. -3.25 -0.21 -2.72 4.49 47.54 0.130 33 385.95 -4.75 -0.30 -2.83 4.20 47.54 0.166 34 401.25 -4.32 -0.28 -2.04 2.51 47.54 0.140 35 416.54 -4.54 -0.28 -2.03 2.49 47.54 0.144 36 431.83 -3.61 -0.23 -1.96 2.79 47.54 0.122 37 447.13 -1.14 -0.09 -1.67 2.97 47.54 0.061 Top flg.spl. 1.33 0.05 -1.40 3.14 47.54 0.095 Top flg.spl. 1.18 0.07 -1.29 2.83 47.54 0.086 38 462.42 2.43 0.17 -1.15 3.05 47.54 0.119 39 477.72 7.12 0.58 -0.64 4.30 47.54 0.252 40 493.01 12.99 1.10 -0.40 7.30 47.54 0.450 41 507.11 5.98 0.51 -0.70 4.30 47.54 0.227 42 521.20 0.09 0.02 -1.46 3.07 47.54 0.067 Top flg.spl. -0.22 -0.01 -1.50 3.03 47.54 0.059 Top flg.spl. -0.25 -0.01 -1.56 3.36 47.54 0.065 43 535.30 -5.25 -0.27 -2.11 2.94 47.54 0.160 44 549.39 -8.66 -0.45 -2.38 2.52 47.54 0.242 45 563.48 -9.13 -0.49 -2.29 1.80 47.54 0.250 46 577.58 -9.66 -0.51 -2.25 1.37 47.54 0.261 47 591.67 -9.13 -0.48 -2.09 1.06 47.54 0.246 48 605.76 -7.51 -0.40 -1.78 0.73 47.54 0.204 49 619.86 -4.58 -0.24 -1.21 0.37 47.54 0.127 50 633.95 0.00 0.00 0.00 0.00 47.54 0.000 Bottom Flange Overload Stress Girder 3 Bottom Flange Permanent Defl Stress - ksi Tenth Loc Noncomp Comp 1.67 Max 1.67 Min Allowable Ratio Dead Dead LL+I LL+I 0 0.00 0.00 0.00 0.02 -0.03 47.54 0.001 1 7.90 2.07 0.24 3.50 -0.92 47.54 0.122 2 15.81 3.55 0.41 5.89 -1.84 47.54 0.207 3 23.71 4.33 0.50 7.36 -2.75 47.54 0.256 4 31.61 4.48 0.52 8.24 -3.67 47.54 0.278 5 39.52 3.69 0.45 8.38 -4.60 47.54 0.263 6 47.42 2.22 0.32 7.87 -5.56 47.54 0.219 7 55.33 -0.54 0.10 6.71 -6.56 47.54 0.147 Bot.flg.spl. -2.19 -0.03 6.24 -7.29 47.54 0.200 Bot.flg.spl. -1.35 -0.02 5.20 -4.94 47.54 0.133 8 63.23 -2.76 -0.16 4.19 -5.37 47.54 0.174 9 71.13 -5.94 -0.46 2.96 -6.50 47.54 0.271 10 79.04 -9.92 -0.81 2.63 -9.51 47.54 0.426 11 89.87 -4.65 -0.37 2.75 -4.87 42.21 0.234 12 100.70 -0.60 -0.03 5.59 -3.53 41.41 0.120 Bot.flg.spl. 0.07 0.02 6.11 -3.35 41.41 0.150 Bot.flg.spl. 0.10 0.02 6.64 -4.42 47.54 0.142 13 111.53 2.48 0.21 8.57 -3.93 47.54 0.237 14 122.35 3.51 0.32 9.91 -4.13 47.54 0.289 15 133.18 3.22 0.31 10.46 -5.19 47.54 0.294 16 144.01 1.30 0.17 9.39 -5.99 47.54 0.228 Bot.flg.spl. -0.12 0.06 8.66 -6.53 47.54 0.181 Bot.flg.spl. -0.08 0.04 6.02 -4.33 47.54 0.126 17 154.84 -1.25 -0.07 5.29 -4.73 47.54 0.127 18 165.67 -3.68 -0.30 3.41 -5.64 43.10 0.223 19 176.50 -5.86 -0.51 1.86 -6.91 42.97 0.309 20 187.33 -9.50 -0.87 1.79 -10.46 40.82 0.510 21 202.60 -3.17 -0.29 2.42 -5.10 47.54 0.180 Bot.flg.spl. -0.74 -0.07 3.65 -4.24 47.54 0.106 Bot.flg.spl. -0.68 -0.06 3.37 -3.92 47.54 0.098 22 217.88 1.01 0.08 4.33 -3.45 47.54 0.114 23 233.15 3.69 0.31 5.91 -2.91 47.54 0.209 24 248.42 5.24 0.44 6.82 -2.63 47.54 0.263 25 263.70 5.65 0.47 7.15 -2.53 47.54 0.279 26 278.97 4.91 0.40 6.81 -2.68 47.54 0.255 27 294.25 3.01 0.23 5.88 -2.90 47.54 0.192 28 309.52 -0.07 -0.03 4.26 -3.45 47.54 0.087 Bot.flg.spl. -0.81 -0.10 3.91 -3.71 47.54 0.097 Bot.flg.spl. -0.93 -0.12 4.47 -4.29 47.54 0.112 29 324.79 -5.08 -0.50 2.64 -6.17 47.54 0.247 30 340.07 -11.50 -1.08 1.91 -11.11 47.54 0.498 31 355.36 -5.03 -0.47 2.53 -6.09 47.54 0.244 32 370.66 0.17 0.03 5.17 -4.56 47.54 0.113 Bot.flg.spl. 2.87 0.28 6.29 -4.60 47.54 0.199 Bot.flg.spl. 2.40 0.23 5.22 -3.81 47.54 0.165 33 385.95 3.50 0.34 5.44 -3.56 47.54 0.195 34 401.25 3.18 0.31 4.04 -2.13 47.54 0.158 35 416.54 3.35 0.32 4.14 -2.11 47.54 0.164 36 431.83 2.66 0.26 4.14 -2.37 47.54 0.149 37 447.13 0.84 0.10 3.64 -2.52 47.54 0.097 Bot.flg.spl. -0.98 -0.06 3.05 -2.67 47.54 0.078 Bot.flg.spl. -1.18 -0.08 3.74 -3.22 47.54 0.094 38 462.42 -2.43 -0.20 3.34 -3.47 47.54 0.128 39 477.72 -7.12 -0.66 1.90 -4.88 47.54 0.266 40 493.01 -12.99 -1.25 1.19 -8.29 47.54 0.474 41 507.11 -5.98 -0.58 2.07 -4.89 47.54 0.241 42 521.20 -0.09 -0.02 4.32 -3.49 47.54 0.089 Bot.flg.spl. 0.22 0.01 4.44 -3.44 47.54 0.098 Bot.flg.spl. 0.19 0.01 3.61 -2.85 47.54 0.080 43 535.30 3.87 0.33 4.86 -2.49 47.54 0.191 44 549.39 6.39 0.55 5.50 -2.14 47.54 0.262 45 563.48 6.73 0.59 5.28 -1.53 47.54 0.265 46 577.58 7.12 0.62 5.18 -1.16 47.54 0.272 47 591.67 6.73 0.59 4.83 -0.90 47.54 0.256 48 605.76 5.54 0.48 4.10 -0.62 47.54 0.213 49 619.86 3.38 0.29 2.78 -0.31 47.54 0.136 50 633.95 0.00 0.00 0.00 0.00 47.54 0.000 Lateral bending stresses not included if compact. Factored Noncomp Dead Wet Concrete Bending Stress Girder 3 Factored Noncomp Dead Wet Concrete Stresses - ksi [While the constructibility load factor is used for this table, slab pouring is not. Actual stresses are dependent on the pouring sequence and may be significantly different from those printed here.] Tenth Loc ----- Top Flange ----- ----- Bott Flange ----- Point Primary Lateral Primary Lateral 0 0.00 0.0 +- 0.0 0.0 +- 0.0 1 7.90 -3.0 +- 0.0 3.0 +- 0.0 2 15.81 -5.1 +- 0.0 5.1 +- 0.0 3 23.71 -6.3 +- 0.0 6.3 +- 0.0 4 31.61 -6.5 +- 0.0 6.5 +- 0.0 5 39.52 -5.3 +- 0.0 5.3 +- 0.0 6 47.42 -3.2 +- 0.0 3.2 +- 0.0 7 55.33 0.8 +- 0.0 -0.8 +- 0.0 Top flg.spl 58.90 3.1 +- 0.0 -3.1 +- 0.0 Top flg.spl 58.90 0.5 +- 0.0 -1.9 +- 0.0 Bot.flg.spl 58.90 3.1 +- 0.0 -3.1 +- 0.0 Bot.flg.spl 58.90 0.5 +- 0.0 -1.9 +- 0.0 8 63.23 1.1 +- 0.0 -3.9 +- 0.0 9 71.13 2.3 +- 0.0 -8.3 +- 0.0 10 79.04 3.8 +- 0.0 -13.9 +- 0.0 11 89.87 1.7 +- 0.0 -6.2 +- 0.3 12 100.70 0.2 +- 0.0 -0.7 +- 0.1 Top flg.spl 102.90 0.0 +- 0.0 0.1 +- 0.0 Top flg.spl 102.90 -0.2 +- 0.0 0.1 +- 0.0 Bot.flg.spl 102.90 0.0 +- 0.0 0.1 +- 0.0 Bot.flg.spl 102.90 -0.2 +- 0.0 0.1 +- 0.0 13 111.53 -3.8 +- 0.1 3.4 +- 0.1 14 122.35 -5.5 +- 0.0 4.9 +- 0.0 15 133.18 -5.0 +- 0.2 4.4 +- 0.2 16 144.01 -2.1 +- 0.0 1.8 +- 0.0 Top flg.spl 149.31 0.2 +- 0.0 -0.2 +- 0.0 Top flg.spl 149.31 0.1 +- 0.0 -0.1 +- 0.0 Bot.flg.spl 149.31 0.2 +- 0.0 -0.2 +- 0.0 Bot.flg.spl 149.31 0.1 +- 0.0 -0.1 +- 0.0 17 154.84 1.8 +- 0.1 -1.8 +- 0.1 18 165.67 5.0 +- 0.2 -5.0 +- 0.2 19 176.50 8.0 +- 0.2 -8.0 +- 0.2 20 187.33 12.3 +- 1.2 -12.3 +- 1.2 21 202.60 4.4 +- 0.1 -4.4 +- 0.1 Top flg.spl 210.62 1.0 +- 0.1 -1.0 +- 0.1 Top flg.spl 210.62 1.0 +- 0.1 -1.0 +- 0.1 Bot.flg.spl 210.62 1.0 +- 0.1 -1.0 +- 0.1 Bot.flg.spl 210.62 1.0 +- 0.1 -1.0 +- 0.1 22 217.88 -1.5 +- 0.0 1.4 +- 0.0 23 233.15 -5.5 +- 0.1 5.2 +- 0.1 24 248.42 -7.8 +- 0.4 7.3 +- 0.4 25 263.70 -8.4 +- 0.5 7.9 +- 0.5 26 278.97 -7.3 +- 0.4 6.9 +- 0.3 27 294.25 -4.5 +- 0.1 4.2 +- 0.1 28 309.52 0.1 +- 0.0 -0.1 +- 0.0 Top flg.spl 312.46 1.2 +- 0.0 -1.1 +- 0.0 Top flg.spl 312.46 1.3 +- 0.0 -1.3 +- 0.0 Bot.flg.spl 312.46 1.2 +- 0.0 -1.1 +- 0.0 Bot.flg.spl 312.46 1.3 +- 0.0 -1.3 +- 0.0 29 324.79 7.1 +- 0.3 -7.1 +- 0.3 30 340.07 16.1 +- 1.8 -16.1 +- 1.8 31 355.36 7.0 +- 0.7 -7.0 +- 0.7 32 370.66 -0.2 +- 0.0 0.2 +- 0.0 Top flg.spl 378.84 -4.0 +- 0.0 4.0 +- 0.0 Top flg.spl 378.84 -4.6 +- 0.0 3.4 +- 0.0 Bot.flg.spl 378.84 -4.0 +- 0.0 4.0 +- 0.0 Bot.flg.spl 378.84 -4.6 +- 0.0 3.4 +- 0.0 33 385.95 -6.7 +- 0.7 4.9 +- 0.4 34 401.25 -6.0 +- 0.6 4.5 +- 0.4 35 416.54 -6.4 +- 0.6 4.7 +- 0.4 36 431.83 -5.0 +- 0.5 3.7 +- 0.3 37 447.13 -1.6 +- 0.2 1.2 +- 0.1 Top flg.spl 457.45 1.9 +- 0.2 -1.4 +- 0.1 Top flg.spl 457.45 1.6 +- 0.1 -1.6 +- 0.1 Bot.flg.spl 457.45 1.9 +- 0.2 -1.4 +- 0.1 Bot.flg.spl 457.45 1.6 +- 0.1 -1.6 +- 0.1 38 462.42 3.4 +- 0.2 -3.4 +- 0.2 39 477.72 10.0 +- 0.8 -10.0 +- 0.8 40 493.01 18.2 +- 2.2 -18.2 +- 2.2 41 507.11 8.4 +- 0.2 -8.4 +- 0.2 42 521.20 0.1 +- 0.0 -0.1 +- 0.0 Top flg.spl 522.03 -0.3 +- 0.0 0.3 +- 0.0 Top flg.spl 522.03 -0.4 +- 0.0 0.3 +- 0.0 Bot.flg.spl 522.03 -0.3 +- 0.0 0.3 +- 0.0 Bot.flg.spl 522.03 -0.4 +- 0.0 0.3 +- 0.0 43 535.30 -7.4 +- 0.0 5.4 +- 0.0 44 549.39 -12.1 +- 0.0 8.9 +- 0.0 45 563.48 -12.8 +- 0.0 9.4 +- 0.0 46 577.58 -13.5 +- 0.0 10.0 +- 0.0 47 591.67 -12.8 +- 0.0 9.4 +- 0.0 48 605.76 -10.5 +- 0.0 7.7 +- 0.0 49 619.86 -6.4 +- 0.0 4.7 +- 0.0 50 633.95 0.0 +- 0.0 0.0 +- 0.0 Factored Strengths Girder 3 Factored Strengths Tenth Loc Factored Shear Factored Bending Point Shear Strength Moment Strength (k ) (k ) Ratio (k-ft) (k-ft) Ratio 0 0.00 176.1 649.8 (5) 0.271 4.0 6967.8 (10) 0.001 1 7.90 147.2 649.8 (5) 0.227 1141.2 8592.0 (20) 0.133 2 15.81 112.7 649.8 (5) 0.174 1939.1 8992.6 (20) 0.216 3 23.71 90.9 649.8 (5) 0.140 2414.2 9095.2 (20) 0.265 4 31.61 75.4 649.8 (5) 0.116 2646.3 9196.1 (20) 0.288 5 39.52 94.0 649.8 (5) 0.145 2549.9 9295.3 (20) 0.274 6 47.42 137.1 649.8 (5) 0.211 2182.9 9364.0 (20) 0.233 7 55.33 177.1 649.8 (5) 0.273 1441.1 8133.9 (10) 0.177 8 63.23 233.2 649.8 (5) 0.359 2059.9 9257.8 (10) 0.222 9 71.13 286.0 649.8 (5) 0.440 3203.6 9256.2 (10) 0.346 10L 79.04 308.2 649.8 (5) 0.474 5026.1 9255.2 (10) 0.543 10R 79.04 348.2 649.8 (5) 0.536 5026.1 9255.2 (10) 0.543 11 89.87 313.4 649.8 (5) 0.482 2393.9 8064.0 (10) 0.297 12 100.70 234.7 649.8 (5) 0.361 1297.7 8147.2 (10) 0.159 13 111.53 182.2 649.8 (5) 0.280 2501.1 8837.0 (10) 0.283 14 122.35 124.8 649.8 (5) 0.192 3111.4 8769.6 (10) 0.355 15 133.18 109.5 649.8 (5) 0.169 3077.2 8791.8 (10) 0.350 16 144.01 163.1 649.8 (5) 0.251 2558.9 9132.2 (10) 0.280 17 154.84 211.2 649.8 (5) 0.325 1763.6 10869.4 (9) 0.162 18 165.67 272.1 550.2 (5) 0.495 3230.7 11461.3 (10) 0.282 19 176.50 322.1 463.0 (5) 0.696 5400.1 13777.0 (10) 0.392 20L 187.33 348.2 445.8 (5) 0.781 8333.2 13642.6 (10) 0.611 20R 187.33 404.4 445.8 (5) 0.907 8333.2 13642.6 (10) 0.611 21 202.60 343.3 445.8 (5) 0.770 3733.5 16143.7 (9) 0.231 22 217.88 273.2 770.4 (5) 0.355 3016.6 21418.7 (6) 0.141 23 233.15 216.5 770.4 (5) 0.281 5316.1 20604.0 (6) 0.258 24 248.42 166.1 770.4 (5) 0.216 6638.7 20334.1 (6) 0.326 25 263.70 106.1 770.4 (5) 0.138 7036.3 20279.3 (6) 0.347 26 278.97 161.6 770.4 (5) 0.210 6460.2 20399.9 (6) 0.317 27 294.25 224.5 770.4 (5) 0.291 4937.2 20791.3 (6) 0.237 28 309.52 293.4 770.4 (5) 0.381 2405.6 21080.6 (9) 0.114 29 324.79 372.9 770.4 (5) 0.484 4903.6 15467.6 (9) 0.317 30L 340.07 433.9 770.4 (5) 0.563 9870.7 15432.5 (9) 0.640 30R 340.07 537.7 770.4 (5) 0.698 9870.7 15432.5 (9) 0.640 31 355.36 426.5 770.4 (5) 0.554 4841.1 15581.8 (9) 0.311 32 370.66 300.1 770.4 (5) 0.390 2693.1 19192.9 (6) 0.140 33 385.95 119.3 770.4 (5) 0.155 5201.3 21415.5 (6) 0.243 34 401.25 110.2 770.4 (5) 0.143 4186.2 21277.6 (6) 0.197 35 416.54 74.9 770.4 (5) 0.097 4347.0 21297.4 (6) 0.204 36 431.83 111.4 770.4 (5) 0.145 3987.4 21622.1 (6) 0.184 37 447.13 170.6 770.4 (5) 0.221 2715.4 22702.1 (6) 0.120 38 462.42 232.0 770.4 (5) 0.301 2549.6 15600.0 (9) 0.163 39 477.72 293.3 770.4 (5) 0.381 5258.3 15459.5 (9) 0.340 40L 493.01 369.7 770.4 (5) 0.480 9350.0 15329.7 (9) 0.610 40R 493.01 438.1 770.4 (5) 0.569 9350.0 15329.7 (9) 0.610 41 507.11 402.5 770.4 (5) 0.522 4762.2 15365.5 (9) 0.310 42 521.20 345.8 770.4 (5) 0.449 2136.2 18543.3 (9) 0.115 43 535.30 258.3 770.4 (5) 0.335 5087.0 23740.3 (20) 0.214 44 549.39 141.7 770.4 (5) 0.184 6837.5 23740.3 (20) 0.288 45 563.48 142.5 770.4 (5) 0.185 6889.3 23740.3 (20) 0.290 46 577.58 108.6 770.4 (5) 0.141 7038.6 23740.3 (20) 0.296 47 591.67 134.7 770.4 (5) 0.175 6611.5 23740.3 (20) 0.278 48 605.76 160.3 770.4 (5) 0.208 5515.8 23740.3 (20) 0.232 49 619.86 236.4 770.4 (5) 0.307 3538.8 23740.3 (20) 0.149 50 633.95 318.5 770.4 (5) 0.413 2.6 20050.2 (10) 0.000 Moment shifting because of compact section is reflected in this table. Shear Strength at Intermediate Transverse Stiffeners not Located at a Tenth Point 16.20 111.7 649.8 (5) 0.172 32.13 76.6 649.8 (5) 0.118 47.84 139.2 649.8 (5) 0.214 63.47 234.9 649.8 (5) 0.361 94.50 279.7 649.8 (5) 0.430 109.97 189.8 649.8 (5) 0.292 125.44 120.5 649.8 (5) 0.185 140.91 147.7 649.8 (5) 0.227 156.37 219.8 649.8 (5) 0.338 171.84 300.6 496.8 (5) 0.605 204.30 335.5 445.8 (5) 0.753 221.27 260.6 770.4 (5) 0.338 238.25 199.7 770.4 (5) 0.259 255.23 139.4 770.4 (5) 0.181 272.20 137.0 770.4 (5) 0.178 289.17 203.6 770.4 (5) 0.264 306.14 278.1 770.4 (5) 0.361 323.09 364.1 770.4 (5) 0.473 370.55 301.0 770.4 (5) 0.391 385.79 121.2 770.4 (5) 0.157 401.02 110.3 770.4 (5) 0.143 416.24 75.6 770.4 (5) 0.098 431.45 110.5 770.4 (5) 0.143 446.65 168.8 770.4 (5) 0.219 461.84 229.6 770.4 (5) 0.298 477.18 291.1 770.4 (5) 0.378 510.54 388.7 770.4 (5) 0.505 528.14 302.7 770.4 (5) 0.393 545.77 171.6 770.4 (5) 0.223 581.04 115.0 770.4 (5) 0.149 598.68 147.4 770.4 (5) 0.191 616.31 217.3 770.4 (5) 0.282 (5) C 0.58 Fyw D t (20) compact section (6) Fy S(equiv) Maximum moment in factored strength expression (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 2651.79 2661.20 3 3832.86 4081.25 Max Stiffener Spacing for Stiffened Web - 6.3 Tenth Pt. Max Actual Spcng Spcng 0 24.02 194.37 Treated as unstiffened - Max spacing = 24.0 Actual spacing = 194.4 1 144.09 194.37 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 194.4 2 144.09 194.37 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 194.4 3 144.09 191.18 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 191.2 4 144.09 191.18 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 191.2 5 144.09 188.54 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 188.5 6 144.09 188.54 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 188.5 7 144.09 187.60 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 187.6 8 144.09 187.60 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 187.6 9 144.09 186.76 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 186.8 10 144.09 186.76 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 186.8 11 53.37 185.61 Treated as unstiffened - Max spacing = 53.4 Actual spacing = 185.6 12 53.37 185.59 Treated as unstiffened - Max spacing = 53.4 Actual spacing = 185.6 13 53.37 185.63 Treated as unstiffened - Max spacing = 53.4 Actual spacing = 185.6 14 53.37 185.63 Treated as unstiffened - Max spacing = 53.4 Actual spacing = 185.6 15 53.37 185.63 Treated as unstiffened - Max spacing = 53.4 Actual spacing = 185.6 16 53.37 185.59 Treated as unstiffened - Max spacing = 53.4 Actual spacing = 185.6 17 53.37 185.59 Treated as unstiffened - Max spacing = 53.4 Actual spacing = 185.6 18 63.03 185.63 Treated as unstiffened - Max spacing = 63.0 Actual spacing = 185.6 19 74.90 185.84 Treated as unstiffened - Max spacing = 74.9 Actual spacing = 185.8 20 77.78 203.61 Treated as unstiffened - Max spacing = 77.8 Actual spacing = 203.6 21 77.78 203.61 Treated as unstiffened - Max spacing = 77.8 Actual spacing = 203.6 22 77.78 203.70 Treated as unstiffened - Max spacing = 77.8 Actual spacing = 203.7 23 70.00 203.74 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 203.7 24 70.00 203.70 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 203.7 25 70.00 203.66 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 203.7 26 70.00 203.66 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 203.7 27 70.00 203.58 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 203.6 28 70.00 203.50 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 203.5 29 70.00 203.66 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 203.7 30 70.00 203.66 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 203.7 31 70.00 182.95 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 183.0 32 70.00 182.87 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 182.9 33 70.00 182.80 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 182.8 34 70.00 182.64 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 182.6 35 70.00 182.52 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 182.5 36 70.00 182.40 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 182.4 37 70.00 182.24 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 182.2 38 70.00 184.02 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 184.0 39 70.00 190.17 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 190.2 40 70.00 210.32 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 210.3 41 70.00 210.32 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 210.3 42 70.00 211.18 Treated as unstiffened - Max spacing = 70.0 Actual spacing = 211.2 43 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 44 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 45 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 46 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 47 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 48 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 49 210.00 211.67 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.7 50 35.00 211.67 Treated as unstiffened - Max spacing = 35.0 Actual spacing = 211.7 Load Factor Ratings Girder 3 Load Factor Ratings Span 1 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 7712.7 B 649.8 >999. >999. 4.88 8.14 7.90 8592.0 T 649.8 10.71 17.88 5.72 9.54 15.81 8992.6 T 649.8 6.43 10.74 7.25 12.11 23.71 9095.2 T 649.8 5.09 8.51 7.98 13.33 31.61 9196.1 T 649.8 4.57 7.63 9.03 15.08 39.52 9295.3 T 649.8 4.60 7.67 9.06 15.13 47.42 9364.0 T 649.8 5.06 8.45 6.32 10.55 55.33 7955.5 B 649.8 5.19 8.66 5.39 9.00 58.90L 6284.5 B 649.8 4.81 8.03 4.87 8.13 58.90R 9269.1 B 649.8 7.26 12.13 4.87 8.13 63.23 9269.1 B 649.8 6.40 10.68 4.01 6.69 71.13 9271.8 B 649.8 4.75 7.93 3.23 5.40 79.04 9271.8 B 649.8 2.79 4.66 3.15 5.27 Span 2 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 9271.8 B 649.8 2.79 4.66 2.56 4.27 10.83 8077.5 B 649.8 5.69 9.50 2.75 4.59 21.66 8171.9 B 649.8 9.14 15.27 3.79 6.33 23.86L 9837.8 B 649.8 6.27 10.47 3.93 6.57 23.86R 9440.2 B 649.8 6.01 10.03 3.93 6.57 32.49 9438.4 B 649.8 4.34 7.25 4.48 7.49 43.32 9462.6 B 649.8 3.52 5.88 6.42 10.71 54.15 9422.7 B 649.8 3.50 5.84 7.04 11.76 64.98 9463.1 B 649.8 3.97 6.64 5.16 8.62 70.27L 6211.2 B 649.8 4.85 8.09 4.70 7.85 70.27R 10977.7 B 649.8 8.59 14.34 4.70 7.85 75.81 10977.7 B 649.8 7.60 12.70 4.15 6.93 86.63 11650.7 B 550.2 5.36 8.95 2.61 4.36 97.46 14012.3 B 463.0 3.98 6.65 1.73 2.88 108.29 13879.0 B 445.8 2.27 3.79 1.51 2.52 Span 3 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 13879.0 B 445.8 2.27 3.79 1.19 1.99 15.27 16369.6 B 445.8 6.58 10.98 1.53 2.56 23.29L 19754.0 B 770.4 10.05 16.78 3.62 6.05 23.29R 21166.0 B 770.4 10.78 18.01 3.62 6.05 30.55 22193.5 B 770.4 8.63 14.42 4.20 7.02 45.82 22156.5 B 770.4 5.82 9.72 5.18 8.66 61.09 22075.1 B 770.4 4.78 7.98 6.29 10.51 76.37 22044.9 B 770.4 4.49 7.50 7.62 12.72 91.64 22081.2 B 770.4 4.84 8.08 6.20 10.35 106.91 22165.1 B 770.4 5.99 10.00 4.90 8.18 122.19 21167.8 B 770.4 12.45 20.79 3.84 6.42 125.13L 18017.1 B 770.4 9.64 16.10 3.70 6.18 125.13R 15753.3 B 770.4 8.40 14.02 3.70 6.18 137.46 15753.6 B 770.4 5.10 8.52 2.94 4.91 152.74 15753.6 B 770.4 2.20 3.68 2.49 4.15 Span 4 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 15753.6 B 770.4 2.20 3.68 1.71 2.85 15.29 15871.1 B 770.4 5.22 8.72 2.36 3.93 30.59 19319.5 B 770.4 7.36 12.30 3.93 6.56 38.78L 19342.9 B 770.4 5.59 9.34 4.51 7.53 38.78R 23332.0 B 770.4 6.84 11.43 4.51 7.53 45.88 23225.5 B 770.4 6.32 10.55 6.24 10.42 61.18 23343.9 B 770.4 8.62 14.39 8.44 14.09 76.47 23428.1 B 770.4 8.35 13.95 9.21 15.38 91.77 23530.4 B 770.4 8.54 14.27 9.29 15.51 107.06 23662.2 B 770.4 10.28 17.16 7.93 13.24 117.39L 19035.3 T 770.4 11.81 19.72 6.65 11.11 117.39R 15875.5 B 770.4 11.20 18.71 6.65 11.11 122.36 15865.9 B 770.4 10.01 16.71 5.83 9.73 137.65 15833.4 B 770.4 6.03 10.08 4.44 7.41 152.95 15710.1 B 770.4 2.74 4.57 3.22 5.38 Span 5 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 15710.1 B 770.4 2.74 4.57 2.67 4.47 14.09 15710.1 B 770.4 6.21 10.38 2.87 4.79 28.19 18627.1 B 770.4 12.50 20.88 3.42 5.72 29.02L 19341.7 B 770.4 8.59 14.35 3.47 5.79 29.02R 23815.1 B 770.4 10.59 17.68 3.47 5.79 42.28 23740.3 T 770.4 7.19 12.01 5.00 8.36 56.37 23740.3 T 770.4 5.95 9.94 6.70 11.19 70.47 23740.3 T 770.4 6.15 10.27 6.73 11.23 84.56 23740.3 T 770.4 6.20 10.35 7.28 12.16 98.66 23740.3 T 770.4 6.72 11.22 7.11 11.88 112.75 23740.3 T 770.4 8.16 13.63 7.13 11.90 126.84 23740.3 T 770.4 12.70 21.22 5.24 8.76 140.94 22684.7 S 770.4 >999. >999. 3.63 6.06 ***************************************************** Minimum rating is 1.19 at location 0.00 in span 3. ***************************************************** Moment Capacity Codes C - Compact B - Braced non-compact U - Unbraced non-compact T - Transition between compact and braced non-compact S - Serviceability This table is based on eq. (6-1a) of the AASHTO Manual for Condition Evaluation of Bridges. Noncompact shapes ratings based on stress, as Fb - Dead load factored stress IR = -------------------------------- LL+I factored stress Noncompact shape moment capacity is the product of allowable stress and LL+I section modulus. Lateral Bending in Flanges Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 0.00 0.00 0.00 0.000 0.000 0.000 0.000 16.20 13.57 0.00 0.000 0.000 0.000 0.000 32.13 17.98 0.00 0.000 0.000 0.000 0.000 47.84 13.94 0.00 0.000 0.000 0.000 0.000 63.47 10.94 0.00 0.000 0.000 0.000 0.000 79.04 26.31 0.00 0.000 0.000 0.000 0.000 94.51 8.09 0.88 0.109 0.218 0.035 0.035 109.98 13.24 1.27 0.096 0.192 0.051 0.051 125.45 18.02 1.71 0.095 0.190 0.069 0.069 140.92 15.30 1.47 0.096 0.193 0.059 0.059 156.38 8.65 0.65 0.075 0.149 compact 171.85 14.79 1.19 0.080 0.160 compact 187.33 24.94 2.26 0.091 0.181 compact 204.31 9.41 0.98 0.104 0.208 compact 221.28 8.54 0.93 0.109 0.218 compact 238.26 14.27 1.78 0.125 0.250 compact 255.24 16.97 2.11 0.125 0.249 compact 272.21 16.70 2.08 0.125 0.249 compact 289.18 13.43 1.68 0.125 0.251 compact 306.15 6.99 0.90 0.128 0.256 compact 323.11 13.68 1.65 0.121 0.242 compact 340.07 30.80 3.32 0.108 0.216 compact 355.32 15.07 1.45 0.096 0.193 compact 370.57 6.85 0.76 0.111 0.222 compact 385.81 12.04 1.15 0.096 0.191 compact 401.04 9.80 0.93 0.095 0.190 compact 416.26 10.16 0.97 0.095 0.190 compact 431.47 9.23 0.88 0.096 0.192 compact 446.67 6.09 0.60 0.098 0.196 compact 461.86 7.46 0.74 0.099 0.197 compact 477.19 16.10 1.63 0.101 0.203 compact 493.01 29.29 3.41 0.116 0.233 compact 510.56 11.56 1.54 0.133 0.266 compact 528.16 8.30 1.09 0.131 0.262 compact 545.79 15.43 0.00 0.000 0.000 compact 563.42 16.38 0.00 0.000 0.000 compact 581.06 16.68 0.00 0.000 0.000 compact 598.69 14.68 0.00 0.000 0.000 compact 616.33 9.93 0.00 0.000 0.000 compact 633.95 0.00 0.00 0.000 0.000 compact Bearing Stiffener Stress Girder 3 Bearing Stiffeners Location Service Allowable Actual Ratio Allowable Actual Ratio from Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress 0.00 175.56 49.95 5.62 0.113 67.55 7.99 0.118 79.04 571.81 49.95 18.32 0.367 67.55 26.02 0.385 187.33 687.18 49.95 22.01 0.441 67.55 31.27 0.463 340.07 780.84 49.84 22.76 0.457 67.55 35.54 0.526 493.01 713.90 49.84 20.81 0.417 67.55 32.49 0.481 633.95 314.33 49.84 9.16 0.184 67.55 14.31 0.212 Fatigue Stress Girder 3 Fatigue Summary Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) (k-ft) Range Range Girder Base metal 7.90 B 242.63 1.58 8.00 0.197 Base metal 15.81 B 426.66 2.78 8.00 0.348 Base metal 23.71 B 561.49 3.67 8.00 0.459 Base metal 31.61 B 653.94 4.30 8.00 0.538 Base metal 39.52 B 698.68 4.64 8.00 0.580 Base metal 47.42 B 725.66 4.87 8.00 0.609 Base metal 55.33 C 708.63 2.30 5.00 0.460 Base metal 63.23 C 626.53 0.81 5.00 0.162 Base metal 71.13 C 633.91 0.83 5.00 0.166 Base metal 79.04 C 666.83 0.89 5.00 0.177 Base metal 89.87 C 468.69 0.52 5.00 0.105 Base metal 100.70 C 594.31 0.66 5.00 0.133 Base metal 111.53 B 725.28 4.10 8.00 0.512 Base metal 122.35 B 805.53 4.30 8.00 0.538 Base metal 133.18 B 871.93 4.95 8.00 0.618 Base metal 144.01 B 901.96 4.81 8.00 0.602 Base metal 154.84 C 832.74 0.86 5.00 0.172 Base metal 165.67 C 756.95 0.78 5.00 0.157 Base metal 176.50 C 755.69 0.78 5.00 0.156 Base metal 187.33 C 943.73 0.98 5.00 0.195 Base metal 202.60 C 858.94 0.89 5.00 0.178 Near flg-web weld 7.90 B 242.63 1.54 8.00 0.192 Near flg-web weld 15.81 B 426.66 2.71 8.00 0.339 Near flg-web weld 23.71 B 561.49 3.58 8.00 0.448 Near flg-web weld 31.61 B 653.94 4.20 8.00 0.525 Near flg-web weld 39.52 B 698.68 4.53 8.00 0.566 Near flg-web weld 47.42 B 725.66 4.76 8.00 0.595 Near flg-web weld 55.33 B 708.63 4.73 8.00 0.591 Near flg-web weld 63.23 B 626.53 0.02 8.00 0.003 Near flg-web weld 71.13 B 633.91 0.02 8.00 0.003 Near flg-web weld 79.04 B 666.83 0.03 8.00 0.003 Near flg-web weld 89.87 B 468.69 0.02 8.00 0.002 Near flg-web weld 100.70 B 594.31 2.94 8.00 0.367 Near flg-web weld 111.53 B 725.28 3.72 8.00 0.465 Near flg-web weld 122.35 B 805.53 4.13 8.00 0.516 Near flg-web weld 133.18 B 871.93 4.47 8.00 0.559 Near flg-web weld 144.01 B 901.96 4.62 8.00 0.578 Near flg-web weld 154.84 B 832.74 2.93 8.00 0.366 Near flg-web weld 165.67 B 756.95 0.73 8.00 0.091 Near flg-web weld 176.50 B 755.69 0.73 8.00 0.092 Near flg-web weld 187.33 B 943.73 0.92 8.00 0.115 Near flg-web weld 202.60 B 858.94 0.84 8.00 0.105 Top Flg. splice 58.90 B 679.59 2.38 8.00 0.298 Top Flg. splice 102.90 B 620.50 1.70 8.00 0.212 Top Flg. splice 149.31 B 880.50 2.52 8.00 0.315 Top Flg. splice 210.62 B 1016.75 1.75 8.00 0.219 Bot.Flg. splice 58.90 B 679.59 4.70 8.00 0.588 Bot.Flg. splice 102.90 B 620.50 3.45 8.00 0.431 Bot.Flg. splice 149.31 B 880.50 5.16 8.00 0.646 Bot.Flg. splice 210.62 B 1016.75 2.93 8.00 0.367 Rebars 79.04 1078.61 1.24 20.00 0.062 Rebars 187.33 1548.24 4.88 20.00 0.244 Base metal 217.88 B 1138.54 2.62 8.00 0.327 Base metal 233.15 B 1328.95 3.16 8.00 0.395 Base metal 248.42 B 1401.93 3.45 8.00 0.431 Base metal 263.70 B 1364.42 3.40 8.00 0.425 Base metal 278.97 B 1373.28 3.37 8.00 0.421 Base metal 294.25 B 1287.22 3.05 8.00 0.381 Base metal 309.52 C 1088.53 0.94 5.00 0.188 Base metal 324.79 C 854.29 0.75 5.00 0.149 Base metal 340.07 C 927.06 0.81 5.00 0.162 Base metal 355.36 C 901.66 0.79 5.00 0.157 Base metal 370.66 B 1218.06 3.69 8.00 0.461 Base metal 385.95 B 1342.22 3.25 8.00 0.407 Base metal 401.25 B 898.96 2.16 8.00 0.270 Base metal 416.54 B 905.48 2.17 8.00 0.271 Base metal 431.83 B 977.93 2.33 8.00 0.292 Base metal 447.13 B 960.01 2.28 8.00 0.286 Base metal 462.42 C 849.04 0.76 5.00 0.151 Base metal 477.72 C 725.93 0.63 5.00 0.127 Base metal 493.01 C 820.16 0.72 5.00 0.143 Base metal 507.11 C 675.89 0.59 5.00 0.118 Base metal 521.20 C 922.07 0.80 5.00 0.161 Base metal 535.30 B 1152.51 2.57 8.00 0.321 Base metal 549.39 B 1222.47 2.69 8.00 0.337 Base metal 563.48 B 1108.98 2.42 8.00 0.302 Base metal 577.58 B 1044.96 2.26 8.00 0.283 Base metal 591.67 B 949.35 2.04 8.00 0.255 Base metal 605.76 B 784.64 1.68 8.00 0.210 Base metal 619.86 B 495.59 1.06 8.00 0.132 Near flg-web weld 217.88 B 1138.54 2.46 8.00 0.307 Near flg-web weld 233.15 B 1328.95 2.87 8.00 0.359 Near flg-web weld 248.42 B 1401.93 3.03 8.00 0.378 Near flg-web weld 263.70 B 1364.42 2.94 8.00 0.368 Near flg-web weld 278.97 B 1373.28 2.96 8.00 0.370 Near flg-web weld 294.25 B 1287.22 2.78 8.00 0.347 Near flg-web weld 309.52 B 1088.53 2.35 8.00 0.294 Near flg-web weld 324.79 B 854.29 0.70 8.00 0.088 Near flg-web weld 340.07 B 927.06 0.77 8.00 0.096 Near flg-web weld 355.36 B 901.66 0.74 8.00 0.093 Near flg-web weld 370.66 B 1218.06 3.03 8.00 0.379 Near flg-web weld 385.95 B 1342.22 2.72 8.00 0.340 Near flg-web weld 401.25 B 898.96 1.82 8.00 0.227 Near flg-web weld 416.54 B 905.48 1.83 8.00 0.228 Near flg-web weld 431.83 B 977.93 1.97 8.00 0.246 Near flg-web weld 447.13 B 960.01 1.92 8.00 0.240 Near flg-web weld 462.42 B 849.04 0.72 8.00 0.089 Near flg-web weld 477.72 B 725.93 0.60 8.00 0.075 Near flg-web weld 493.01 B 820.16 0.68 8.00 0.085 Near flg-web weld 507.11 B 675.89 0.56 8.00 0.070 Near flg-web weld 521.20 B 922.07 2.30 8.00 0.287 Near flg-web weld 535.30 B 1152.51 2.44 8.00 0.305 Near flg-web weld 549.39 B 1222.47 2.56 8.00 0.320 Near flg-web weld 563.48 B 1108.98 2.30 8.00 0.287 Near flg-web weld 577.58 B 1044.96 2.15 8.00 0.269 Near flg-web weld 591.67 B 949.35 1.94 8.00 0.243 Near flg-web weld 605.76 B 784.64 1.60 8.00 0.200 Near flg-web weld 619.86 B 495.59 1.01 8.00 0.126 Top Flg. splice 312.46 B 1046.22 1.78 8.00 0.223 Top Flg. splice 378.84 B 1355.09 2.43 8.00 0.303 Top Flg. splice 457.45 B 886.46 1.62 8.00 0.202 Top Flg. splice 522.03 B 936.06 1.65 8.00 0.206 Top Flg. splice 633.95 B 1.09 0.00 8.00 0.000 Bot.Flg. splice 312.46 B 1046.22 3.18 8.00 0.397 Bot.Flg. splice 378.84 B 1355.09 4.28 8.00 0.535 Bot.Flg. splice 457.45 B 886.46 2.79 8.00 0.349 Bot.Flg. splice 522.03 B 936.06 2.84 8.00 0.355 Bot.Flg. splice 633.95 B 1.09 0.00 8.00 0.000 Trans. stiff. toe 255.23 C' 1385.22 3.38 6.00 0.564 Rebars 340.07 1436.34 4.82 20.00 0.241 Rebars 493.01 1267.28 4.25 20.00 0.213 Allowable range determined by: Life 75 yrs Avg daily trk traffic 4000 Max Performance Ratios Girder 3 Maximum Performance Ratios Criterion Location Max ft Performance Ratio Shear 187.33 0.907 Bending 340.07 0.640 Fatigue 149.31 0.646 Bearing Stf. 340.07 0.526 Shear Connectors - 2003 Guide Spec Fatigue Truck Maximum Pitch for 0.875 x 4.50 Stud Connectors for Fatigue Tenth Location Shear Studs in Max Pitch Point Range a Line (k ) (in) 0 0.00 18.82 T 2 13.98 1 7.90 13.93 T 2 18.57 2 15.81 12.24 T 2 20.84 3 23.71 17.55 T 2 14.34 4 31.61 19.84 T 2 12.55 5 39.52 19.65 T 2 12.54 6 47.42 22.85 T 2 10.71 7 55.33 21.96 T 2 11.15 8 63.23 26.68 T 2 23.33 9 71.13 25.91 T 2 24.02 * 10 79.04 25.04 T 2 24.86 * 11 89.87 29.12 T 2 21.12 12 100.70 24.48 T 2 24.76 * 13 111.53 28.62 T 2 8.76 14 122.35 29.45 T 2 8.51 15 133.18 26.41 T 2 9.46 16 144.01 29.70 T 2 8.43 17 154.84 27.54 T 2 10.57 18 165.67 31.75 T 2 10.81 19 176.50 32.04 T 2 12.70 20 187.33 31.35 T 2 13.38 21 202.60 24.89 T 2 16.77 22 217.88 24.74 T 2 16.89 23 233.15 32.16 T 2 12.96 24 248.42 31.16 T 2 13.29 25 263.70 31.81 T 2 13.06 26 278.97 32.17 T 2 12.92 27 294.25 32.21 T 2 12.97 28 309.52 29.99 T 2 14.01 29 324.79 31.38 T 2 13.01 30 340.07 31.10 T 2 13.12 31 355.36 29.86 T 2 13.66 32 370.66 23.72 T 2 16.75 33 385.95 22.24 T 2 18.60 34 401.25 18.16 T 2 23.05 35 416.54 19.68 T 2 21.14 36 431.83 20.58 T 2 19.91 37 447.13 21.66 T 2 18.77 38 462.42 20.98 T 2 19.37 39 477.72 22.38 T 2 18.19 40 493.01 27.38 T 2 14.90 41 507.11 26.69 T 2 15.35 42 521.20 25.70 T 2 15.78 43 535.30 29.86 T 2 13.84 44 549.39 28.77 T 2 14.37 45 563.48 29.33 T 2 14.09 46 577.58 29.40 T 2 14.06 47 591.67 27.49 T 2 15.04 48 605.76 25.00 T 2 16.53 49 619.86 26.31 T 2 15.71 50 633.95 28.14 T 2 14.69 * Use 24 inches as per AASHTO 10.38.5.1. Minimum Total Number of Connectors for Ultimate Strength Beg TP End TP Beg Loc End Loc Number 0 4 0.00 31.61 73 4 10 31.61 79.04 113 10 14 79.04 122.35 149 14 20 122.35 187.33 149 20 25 187.33 263.70 149 25 30 263.70 340.07 149 30 33 340.07 385.95 149 33 40 385.95 493.01 150 40 46 493.01 577.58 150 46 50 577.58 633.95 97 Weight Volume Weight cu ft k Top Flange 256.39 125.63 Web 202.31 99.13 Bottom Flange 210.12 102.96 Flange-Web Weld 0.42 Bearing Stiffeners 5.26 2.58 Intermediate Stiff. 8.24 4.04 Steel in extensions 0.78 Total Steel 335.53 Slab 4406.97 661.04 Flange Haunch 507.29 76.09 Concrete in extensions 1.58 Total Concrete 738.71 Total Steel and Concrete 1074.24 Does not include weight of bracing, which can be found in bracing output stiffness tables. (Noncomposite weight data used in girder input is used for analysis loading.) Deflections Girder 3 Service Deflections - in Tenth Total Steel Wet Super- Max Max Pt Noncomp Con- Imposed LL+I LL+I Dead crete Dead Down Up Support 0.000 0.000 0.000 0.000 0.000 0.000 1 0.162 0.042 0.120 0.013 0.107 0.030 2 0.281 0.073 0.209 0.023 0.191 0.055 3 0.358 0.093 0.265 0.029 0.255 0.077 4 0.392 0.103 0.289 0.033 0.299 0.095 5 0.369 0.099 0.270 0.031 0.306 0.104 6 0.293 0.081 0.212 0.026 0.283 0.106 7 0.208 0.059 0.149 0.019 0.234 0.096 8 0.105 0.032 0.072 0.011 0.158 0.076 9 0.041 0.014 0.027 0.005 0.084 0.044 Support 0.000 0.000 0.000 0.000 0.000 0.000 11 0.040 0.006 0.034 0.002 0.136 0.046 12 0.137 0.024 0.113 0.008 0.287 0.078 13 0.247 0.041 0.206 0.016 0.426 0.097 14 0.302 0.041 0.261 0.020 0.507 0.119 15 0.285 0.025 0.260 0.020 0.528 0.137 16 0.190 -0.004 0.194 0.014 0.484 0.142 17 0.065 -0.031 0.097 0.006 0.383 0.130 18 -0.028 -0.044 0.016 0.000 0.258 0.102 19 -0.062 -0.036 -0.026 -0.003 0.123 0.058 Support 0.000 0.000 0.000 0.000 0.000 0.000 21 0.283 0.107 0.176 0.018 0.202 0.069 22 0.665 0.238 0.427 0.044 0.406 0.111 23 1.023 0.357 0.666 0.067 0.577 0.132 24 1.263 0.434 0.829 0.083 0.690 0.137 25 1.334 0.454 0.881 0.087 0.732 0.129 26 1.222 0.413 0.809 0.080 0.692 0.125 27 0.950 0.320 0.630 0.061 0.580 0.121 28 0.579 0.195 0.385 0.036 0.408 0.102 29 0.212 0.072 0.140 0.012 0.203 0.064 Support 0.000 0.000 0.000 0.000 0.000 0.000 31 0.084 0.024 0.059 0.009 0.175 0.068 32 0.329 0.103 0.226 0.029 0.344 0.108 33 0.568 0.183 0.385 0.048 0.462 0.125 34 0.695 0.229 0.466 0.058 0.515 0.123 35 0.696 0.233 0.462 0.059 0.524 0.112 36 0.573 0.197 0.377 0.050 0.485 0.115 37 0.355 0.127 0.228 0.033 0.399 0.111 38 0.108 0.046 0.063 0.013 0.278 0.092 39 -0.059 -0.012 -0.047 -0.001 0.137 0.057 Support 0.000 0.000 0.000 0.000 0.000 0.000 41 0.347 0.103 0.243 0.022 0.145 0.049 42 0.853 0.258 0.595 0.056 0.289 0.082 43 1.381 0.421 0.960 0.092 0.410 0.101 44 1.791 0.549 1.242 0.120 0.488 0.106 45 2.001 0.615 1.385 0.134 0.517 0.102 46 1.992 0.614 1.378 0.134 0.492 0.090 47 1.764 0.545 1.219 0.119 0.422 0.072 48 1.328 0.411 0.917 0.089 0.309 0.051 49 0.718 0.222 0.496 0.048 0.164 0.026 Support 0.000 0.000 0.000 0.000 0.000 0.000 Influence surfaces for defl developed assuming unequal participation of girders in resisting deflection. Loc Brace 16.20 0.286 0.074 0.212 0.023 0.195 0.057 Brace 32.13 0.392 0.103 0.289 0.033 0.300 0.096 Brace 47.84 0.288 0.080 0.209 0.026 0.281 0.106 Brace 63.47 0.102 0.032 0.070 0.010 0.156 0.075 Brace 79.04 0.000 0.000 0.000 0.000 0.000 0.000 Brace 94.51 0.074 0.012 0.062 0.004 0.199 0.061 Brace 109.98 0.235 0.040 0.195 0.015 0.409 0.094 Brace 125.45 0.304 0.038 0.266 0.020 0.519 0.125 Brace 140.92 0.220 0.004 0.216 0.016 0.503 0.143 Brace 156.38 0.050 -0.034 0.084 0.005 0.366 0.127 Brace 171.85 -0.060 -0.043 -0.016 -0.003 0.179 0.078 Brace 187.33 0.000 0.000 0.000 0.000 0.000 0.000 Brace 204.31 0.321 0.120 0.200 0.021 0.225 0.075 Web Spl 209.96 0.455 0.167 0.288 0.030 0.300 0.092 Brace 221.28 0.747 0.266 0.481 0.049 0.447 0.118 Brace 238.26 1.117 0.388 0.729 0.074 0.622 0.136 Brace 255.24 1.316 0.450 0.866 0.086 0.717 0.135 Brace 272.21 1.292 0.437 0.854 0.084 0.718 0.126 Brace 289.18 1.051 0.354 0.697 0.068 0.624 0.124 Brace 306.15 0.661 0.222 0.439 0.042 0.449 0.108 Brace 323.11 0.245 0.083 0.162 0.014 0.225 0.070 Brace 340.07 0.000 0.000 0.000 0.000 0.000 0.000 Brace 355.32 0.083 0.024 0.059 0.009 0.175 0.068 Brace 370.57 0.327 0.103 0.225 0.029 0.343 0.108 Brace 385.81 0.567 0.183 0.384 0.048 0.461 0.124 Brace 401.04 0.694 0.228 0.465 0.058 0.515 0.123 Brace 416.26 0.697 0.234 0.463 0.059 0.525 0.112 Brace 431.47 0.578 0.198 0.380 0.050 0.486 0.115 Brace 446.67 0.362 0.129 0.233 0.033 0.402 0.111 Brace 461.86 0.116 0.048 0.068 0.014 0.283 0.093 Brace 477.19 -0.057 -0.011 -0.046 -0.001 0.141 0.058 Brace 493.01 0.000 0.000 0.000 0.000 0.000 0.000 Brace 510.56 0.456 0.136 0.319 0.029 0.180 0.059 Brace 528.16 1.111 0.337 0.773 0.073 0.352 0.093 Brace 545.79 1.706 0.522 1.183 0.114 0.473 0.106 Brace 563.42 2.000 0.615 1.385 0.134 0.516 0.102 Brace 581.06 1.956 0.603 1.352 0.131 0.479 0.086 Brace 598.69 1.573 0.486 1.087 0.106 0.371 0.062 Brace 616.33 0.881 0.273 0.609 0.059 0.203 0.032 Positive dead load deflection is downward. Live load deflection as indicated in column heading. Status run completed FILE=R4.WRN 1. AASHTO 10.48.5.3 violation (w/t ratio of stf.) near TP 6 (Web still considered stiffened for stress determ.) 2. Violation of (6-13) in 6.5 of 2003 crvd gdr guide spec - bs/ts ratio. bs/ts =17.23 Limit =11.56 (Above warnings may not be comprehensive.) FILE=R4.OUT *************************************************************** MDX Steel Highway Girder Design Program, Version 6.5.1977 Load Factor Design - Composite Girder Copyright (c) 1992-2012 MDX Software, Inc. Ph:573-446-3221 Fax:573-446-3278 Email: support@mdxsoftware.com *************************************************************** Jul 23, 2013 - 4:43 pm Files: HS20 Load Rating.R4 R4.OUT Contents of data file- ************************************************** ID: HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING CONDITIONS ENGLISH OUTPUT FULL DEPTH CONNECTION PLATES INTERMEDIATE TRANSVERSE STIFFENERS BOTH SIDES OF WEB LFD METHOD M270M-345 STEEL M270M-345 STIFFENER STEEL METRIC INPUT PARABOLIC INTERPOLATION RATE MODE SINGLE BEARING STIFFENERS EACH SIDE STANDARD RESOLUTION OUTPUT SYSTEM FORCES DATA BR 5.3746 5.375 5.375 5.3746 5.3718 ESLABW 2115. 2297. 2460. 2460. 2460. 2421. 1997. 2179. 2361. 2460. 2460. FPC 31. HAUNCH 150. HAUNCW 835. IGIRD 4 RAD 0. SLABT 230. SLABWEAR 25. SPLBFT 64. SPLBFW 610. SPLTFT 38. SPLTFW 610. SPLTST 10. SPLTSW 180. SPLWD 1778. SPLWT 19. SPN 26.871 SS 25. STFGAP 0. SUPBST 30. SUPBSW 270. TSLABW 2115. 2297. 2480. 2662. 2845. 2421. 1997. 2179. 2361. 2543. 2726. TSSP 5375. 5375. 5375. 5375. WCONC 23562.998 GO ************************************************** Case Data Girder 4 Case Data - HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING AASHTO Specification Load Factor Method 17th Edition Standard Specifications for Highway Bridges 2003 Horizontally Curved Steel Girder Guide Specification Dimensions (additional information available in Dimensions table) Given dimensions- Web Depth 70.00 in Web Thickness 0.75 in Trans. Stiff. Width 7.09 in Trans. Stiff. Thickness 0.39 in Bearing Stiff. Width 10.63 in 10.63 in Bearing Stiff. Thickness 1.18 in 1.18 in Execution Mode Rate Mode Geometry Brace locations 0.00 ft 17.63 ft 35.27 ft 52.90 ft 70.54 ft 88.16 ft Cover plates No cover plates Curvature Flange splices Girder Type Plate Girder Composite Behavior Composite region for composite loading - 0. - 88.16 ft Span lengths 88.16 ft Stiffeners Bearing Stiffeners Single bearing stiffeners each side Longitudinal Stiffeners No longitudinal stiffener Transverse Stiffeners Transverse stiffeners both sides Stiffener transitions 70.54 ft Stiffener clips 0.98 in Web haunches Fatigue Allowable weld stress 18.00 ksi AWS minimum welds Impact Impact factors assigned in GSA program Loading Load Factors gamma, beta 1.300 1.670 Constructibility 1.400 Forms weight factor 1.000 Unshored construction Material Concrete Unit wt of concrete 150. lb/cu ft Slab t for strength 8.07 in Concrete strength 4.50 ksi Effective slab width 83.27 in 90.43 in 96.85 in 96.85 in 96.85 in 95.31 in 78.62 in 85.79 in 92.95 in 96.85 in 96.85 in Slab haunch 5.91 in Slab haunch width 32.87 in Self weight slab width by tenth pt 83.27 in 90.43 in 97.64 in 104.80 in 112.01 in 95.31 in 78.62 in 85.79 in 92.95 in 100.12 in 107.32 in Steel Web splice section 1 Steel grade M270-50 Rebar yield 60.00 ksi Summary tables Standard resolution summary tables Units Input Units: Metric Output Units: U.S. Customary END OF CASE DATA * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * (Prismatic section used for this analysis.) Service load shear (kips) and moment (kip-ft) at span tenth points on web section 1 Max live load+impact shear 118.1T 113.7T 109.7T 61.3T 83.7T -45.2T -96.6T -75.7T -104.4T -72.7T -86.5T Dead load 1 shear 134.7 121.5 107.8 34.9 20.0 -9.0 -71.6 -84.4 -97.7 -62.6 -77.1 Dead load 2 shear 13.1 11.6 10.0 3.8 2.2 -0.5 -6.5 -8.0 -9.6 -6.8 -8.3 Max live load+impact moment 1.9T 937.5T 1703.1T 2056.4T 2245.9T 2310.9T 2133.2T 1638.7T 1064.3T 635.9T 1.1T Dead load 1 moment 1.4 1131.1 2138.7 2509.9 2748.7 2732.1 2601.4 1914.3 1108.1 618.8 0.1 Dead load 2 moment 0.1 108.9 204.0 243.9 270.2 272.4 261.1 197.2 119.7 66.7 0.0 * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Rate Web depth = 70.0000 in Web thickness = 0.7500 in Tenth Top Flange Min Top Bott Flange Min Bott Flange to Web Weld Point Width Flange t Width Flange t Top Bott 0 24.02 1.496 24.02 2.520 5/16 5/16 1 24.02 1.496 24.02 2.520 5/16 5/16 2 24.02 1.496 24.02 2.520 5/16 5/16 3 24.02 1.496 24.02 2.520 5/16 5/16 4 24.02 1.496 24.02 2.520 5/16 5/16 5 24.02 1.496 24.02 2.520 5/16 5/16 6 24.02 1.496 24.02 2.520 5/16 5/16 7 24.02 1.496 24.02 2.520 5/16 5/16 8 24.02 1.496 24.02 2.520 5/16 5/16 9 24.02 1.496 24.02 2.520 5/16 5/16 10 24.02 1.496 24.02 2.520 5/16 5/16 2 - 10.75 x 1.125 brng. stf. at 88.16 ft from left end of web section 7.00 x 0.41 transverse stiffeners Composite section properties at max positive moment - n = 8 I = 294194. in4 S (top steel) = 13031.07 in3 S (bottom steel) = 5719.25 in3 S (concrete) = 8391.96 in3 Neutral axis from bottom flange = 51.44 in Composite section properties at max positive moment - n = 24 I = 210306. in4 S (top steel) = 6265.85 in3 S (bottom steel) = 5198.90 in3 S (concrete) = 4567.49 in3 Neutral axis from bottom flange = 40.45 in Section properties of girder alone at max positive moment I = 141394. in4 S (top) = 3318.76 in3 S (bottom) = 4501.34 in3 Neutral axis from bottom flange = 31.41 in * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Web Section 1 Stresses ----------------------- Factored Shear Factored Bending Tenth Shear Strength Moment Strength Point (k ) (k ) Ratio (k-ft) (k-ft) Ratio 0 448.5 770.4 (5) 0.582 6.1 22022.5 (20) 0.000 1 419.9 770.4 (5) 0.545 3647.3 22915.4 (20) 0.159 2 391.3 770.4 (5) 0.508 6742.9 23740.3 (20) 0.284 3 183.4 770.4 (5) 0.238 8044.2 23740.3 (20) 0.339 4 210.5 770.4 (5) 0.273 8800.5 23740.3 (20) 0.371 5 110.6 770.4 (5) 0.144 8922.9 23541.2 (20) 0.379 6 311.3 770.4 (5) 0.404 8352.2 21463.8 (20) 0.389 7 284.4 770.4 (5) 0.369 6302.5 22332.5 (20) 0.282 8 366.2 770.4 (5) 0.475 3906.6 23236.9 (20) 0.168 9 248.1 770.4 (5) 0.322 2271.8 23740.3 (20) 0.096 10 299.0 770.4 (5) 0.388 2.4 23740.3 (20) 0.000 Stiffeners Location (5) C 0.58 Fyw D t (20) compact section Max pos mom in span and neg pier moment have been adjusted for compact section (AASHTO 10.48.1.3). Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 0.00 0.00 0.00 0.000 0.000 0.000 0.000 17.63 15.77 0.00 0.000 0.000 0.000 0.000 35.27 20.55 0.00 0.000 0.000 0.000 0.000 52.90 19.68 0.00 0.000 0.000 0.000 0.000 70.54 9.06 0.00 0.000 0.000 0.000 0.000 88.16 0.00 0.00 0.000 0.000 0.000 0.000 Bearing Stiffeners Location Factored Allowable Actual Ratio Allowable Actual Ratio From Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress (ft) (k ) (ksi) (ksi) (ksi) (ksi) 88.16 302.21 49.84 8.81 0.177 67.55 13.75 0.204 88.16 302.21 49.84 8.81 0.177 67.55 13.75 0.204 Fatigue Truck Loading Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) Range Range Girder Base metal 8.82 B 632.14 1.37 8.00 0.171 Base metal 17.63 B 1171.19 2.53 8.00 0.316 Base metal 26.45 B 1354.98 2.92 8.00 0.365 Base metal 35.26 B 1495.02 3.21 8.00 0.402 Base metal 44.08 B 1515.80 3.25 8.00 0.406 Base metal 52.90 B 1358.29 2.95 8.00 0.369 Base metal 61.71 B 1050.22 2.26 8.00 0.283 Base metal 70.53 B 696.51 1.49 8.00 0.187 Base metal 79.34 B 401.33 0.86 8.00 0.107 Near flg-web weld 8.82 B 632.14 1.30 8.00 0.163 Near flg-web weld 17.63 B 1171.19 2.41 8.00 0.301 Near flg-web weld 26.45 B 1354.98 2.77 8.00 0.347 Near flg-web weld 35.26 B 1495.02 3.06 8.00 0.382 Near flg-web weld 44.08 B 1515.80 3.09 8.00 0.387 Near flg-web weld 52.90 B 1358.29 2.80 8.00 0.350 Near flg-web weld 61.71 B 1050.22 2.15 8.00 0.269 Near flg-web weld 70.53 B 696.51 1.42 8.00 0.178 Near flg-web weld 79.34 B 401.33 0.81 8.00 0.102 Top Flg. splice 88.16 B 1.13 0.00 8.00 0.000 Bot.Flg. splice 88.16 B 1.13 0.00 8.00 0.000 Trans. stiff. toe 35.27 C' 1495.03 3.06 6.00 0.510 Full depth conn PL 35.27 C' 1495.03 3.06 6.00 0.510 * wheel distribution given in GSA program * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Cost Schedule for Web Section 1 -------------------------------- lb Flange 28931.1 Web 15749.3 Web stiffeners 451.6 Bearing stiff. 480.1 Total steel 45612.1 Welding Vol lbs Flange-web 206.6 58.6 Trans.stiff.-web ( 1/ 4 cont.) 35.0 9.9 Brng.stiff.( 2)-web( 5/16 cont.) 13.7 3.9 Total welding * 255.3 72.4 Total steel and weld 45684.5 Summary Tables Governing Service Shear Girder 4 Service Shear -k Tenth Location Noncomp Comp Max LL+I Range Point Dead Dead 0 0.00 134.66 13.10 118.10 T 136.59 1 8.82 121.53 11.56 113.70 T 131.69 2 17.63 107.79 10.02 109.70 T 131.04 3 26.45 34.91 3.76 61.34 T 81.96 4 35.26 19.97 2.22 83.68 T 129.69 5 44.08 -9.03 -0.52 -45.24 T 88.67 6 52.90 -71.63 -6.47 -96.63 T 150.04 7 61.71 -84.37 -8.01 -75.68 T 100.43 8 70.53 -97.73 -9.55 -104.41 T 122.51 9 79.34 -62.58 -6.79 -72.74 T 85.89 10 88.16 -77.12 -8.34 -86.54 T 93.63 Ranges shown in this table not used for fatigue. T - governed by truck loading L - governed by lane loading Fatigue Truck Shear 2003 Guide Spec Girder 4 2003 Guide Spec Fatigue Truck Shear - k Tenth Pt Max LL+I Range 0 35.93 35.93 1 30.78 30.78 2 25.92 28.51 3 23.25 31.45 4 21.12 41.43 5 18.87 37.02 6 -29.78 40.15 7 -14.67 23.00 8 -34.46 41.36 9 -22.92 27.22 10 -32.25 31.33 Reactions Girder 4 Factored Reactions - k Loc Noncomp Comp LL+I LL+I Max Min Dead Dead Max Min Total Total 88.16 102.34 10.85 189.28 -16.29 302.47 69.75 Steel 32.88 Conc 69.46 Unfactored Reactions - k Loc Noncomp Comp LL+I LL+I Max Min Dead Dead Max Min Total Total 88.16 78.72 8.35 87.19 -7.50 174.26 79.56 Steel 25.29 Conc 53.43 Reactions in girder output include weight in girder extensions at abutments, which is not included in girder system output. Governing Service Moment Girder 4 Service Moment - k-ft Tenth Location Noncomp Comp Max LL+I Min LL+I Range Point Dead Dead 0 0.00 1.40 0.14 1.91 T -0.48 L 2.39 1 8.82 1131.11 108.86 937.53 T -145.39 L 1082.92 2 17.63 2138.71 204.00 1703.07 T -290.41 L 1993.48 3 26.45 2509.91 243.86 2056.35 T -304.20 L 2360.55 4 35.26 2748.74 270.18 2245.93 T -318.83 L 2564.76 5 44.08 2732.07 272.42 2310.93 T -280.82 L 2591.76 6 52.90 2601.39 261.05 2133.15 T -244.47 L 2377.62 7 61.71 1914.29 197.19 1638.70 T -173.80 L 1812.50 8 70.53 1108.05 119.71 1064.28 T -114.89 L 1179.17 9 79.34 618.78 66.70 635.95 T -57.51 L 693.46 10 88.16 0.06 0.03 1.05 T -0.79 T 1.85 T - governed by truck loading L - governed by lane loading Range shown in this table not used for fatigue. At Bracing Brace No. 2 17.63 2138.82 204.01 1703.15 -290.42 3 35.27 2748.79 270.19 2245.99 -318.82 4 52.90 2601.09 261.02 2132.90 -244.43 5 70.54 1107.47 119.65 1063.83 -114.84 Fatigue Truck Moment 2003 Guide Spec Girder 4 2003 Guide Spec. Fatigue Truck Moment - k-ft Tenth Location Max LL+I Min LL+I Range Point 0 0.00 1.48 -0.35 1.83 1 8.82 728.74 -114.11 842.85 2 17.63 1333.64 -227.94 1561.58 3 26.45 1568.79 -237.85 1806.63 4 35.26 1744.33 -249.03 1993.36 5 44.08 1800.69 -220.38 2021.07 6 52.90 1619.26 -191.79 1811.05 7 61.71 1263.65 -136.64 1400.29 8 70.53 836.60 -92.08 928.68 9 79.34 489.00 -46.11 535.10 10 88.16 0.88 -0.63 1.51 Does not include 0.75 factor. Service Force Summary Tables Force Summary at Tenth Points (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 135 13 118 1 0 2 0 0 0 -4 8.82 122 12 114 1131 109 938 -145 0 0 -4 17.63 108 10 110 2139 204 1703 -290 0 0 -4 26.45 35 4 61 2510 244 2056 -304 0 0 4 35.26 20 2 84 2749 270 2246 -319 0 0 4 44.08 -9 -1 -45 2732 272 2311 -281 0 0 5 52.90 -72 -6 -97 2601 261 2133 -244 0 0 5 61.71 -84 -8 -76 1914 197 1639 -174 -1 0 7 70.53 -98 -10 -104 1108 120 1064 -115 -1 0 7 79.34 -63 -7 -73 619 67 636 -58 0 0 -5 88.16 -77 -8 -87 0 0 1 -1 0 0 -5 Force Summary at Quarter Points (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 135 13 118 1 0 2 0 0 0 -4 22.04 64 6 77 2341 226 1900 -297 0 0 4 44.08 -9 -1 -45 2732 272 2311 -281 0 0 5 66.12 -91 -9 -84 1526 160 1361 -143 -1 0 -7 88.16 -77 -8 -87 0 0 1 -1 0 0 -5 Force Summary at Brace Locations (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 135 13 118 1 0 2 0 0 0 -4 17.63 108 10 110 2139 204 1703 -290 0 0 -4 35.27 20 2 84 2749 270 2246 -319 0 0 4 52.90 -72 -6 -97 2601 261 2133 -244 0 0 5 70.54 -98 -10 -104 1107 120 1064 -115 -1 0 7 88.16 -77 -8 -87 0 0 1 -1 0 0 -5 Shear on right side of pier is found in Service Shear table. Truck-lane Moment Range Girder 4 Truck-Lane Moment Ranges - k-ft Tenth Loc ---------- Truck --------- ---------- Lane ----------- Max LL+I Min LL+I Range Max LL+I Min LL+I Range 0 0.00 1.90 -0.42 2.33 1.46 -0.47 1.93 1 8.82 922.60 -130.34 1052.94 766.82 -144.21 911.03 2 17.63 1673.16 -260.36 1933.52 1432.69 -288.05 1720.75 3 26.45 2025.91 -272.12 2298.03 1695.42 -301.85 1997.27 4 35.26 2216.08 -284.38 2500.46 1871.91 -316.47 2188.38 5 44.08 2293.28 -251.39 2544.67 1879.64 -278.85 2158.49 6 52.90 2126.69 -218.91 2345.60 1722.48 -242.77 1965.26 7 61.71 1636.32 -156.97 1793.29 1303.49 -172.70 1476.19 8 70.53 1062.89 -105.54 1168.43 839.04 -113.55 952.59 9 79.34 635.26 -52.85 688.10 484.58 -56.84 541.42 10 88.16 1.04 -0.77 1.81 0.96 -0.72 1.69 Range shown in this table not used for fatigue. Service Torque Girder 4 Service Torque - k-ft Tenth Location DL1 DL2 Max LL+I Min LL+I Range Point 0 0.00 -0.20 -0.12 2.52 -4.46 6.98 1 8.82 -0.20 -0.12 2.52 T -4.46 L 6.98 2 17.63 -0.20 -0.12 2.53 T -4.46 L 6.99 3 26.45 0.33 0.15 4.47 T -3.04 L 7.51 4 35.26 0.33 0.15 4.47 T -3.04 L 7.51 5 44.08 0.11 0.06 5.32 T -4.78 L 10.10 6 52.90 0.11 0.06 5.32 T -4.78 L 10.10 7 61.71 0.60 0.25 7.00 T -4.83 L 11.83 8 70.53 0.60 0.25 7.00 T -4.81 L 11.80 9 79.34 -0.45 -0.18 4.17 T -5.25 L 9.42 10 88.16 -0.45 -0.18 4.17 -5.25 9.42 Combined Factored Moment Girder 4 Combined Factored Moment - k-ft Tenth Pt Loc Tot Dead+Max LL+I Tot Dead+Min LL+I Moment shifting reflected in this table. 0 0.00 6.15 0.95 1 8.82 3647.34 1296.33 2 17.63 6742.89 2415.05 3 26.45 8044.24 2919.48 4 35.26 8800.52 3232.42 5 44.08 8922.86 3296.16 6 52.90 8352.25 3190.43 7 61.71 6302.54 2367.60 8 70.53 3906.64 1346.66 9 79.34 2271.76 766.26 10 88.16 2.40 -1.61 Dimensions Girder 4 Dimensions Tenth -Top Flange- ----Web---- -Bot Flange- Area Point Loc tfw tft wd wt bfw bft weld weld 0 0.00 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 1 8.82 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 2 17.63 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 3 26.45 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 4 35.26 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 5 44.08 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 6 52.90 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 7 61.71 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 8 70.53 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 9 79.34 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 10 88.16 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 Stiffener Spacing Panel Panel Uniform Start End in Panel 0.00 70.54 ft 4 @ 211.61 in 70.54 88.16 ft 1 @ 211.46 in Bearing Stiffeners Location Width Thickness 0.00 10.75 1.125 88.16 10.75 1.125 Transverse Stiffeners Web Section Width Thickness 1 7.00 0.406 Elastic Section Properties for Stiffness Analysis Girder 4 Elastic Section Properties for Stiffness Analysis ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 141394. 31.41 42.60 281822. 49.82 24.19 202971. 39.49 34.53 1 141394. 31.41 42.60 289331. 50.80 23.21 207373. 40.07 33.95 2 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 3 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 4 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 5 141394. 31.41 42.60 294194. 51.44 22.58 210306. 40.45 33.56 6 141394. 31.41 42.60 276701. 49.15 24.87 200052. 39.11 34.91 7 141394. 31.41 42.60 284515. 50.17 23.84 204532. 39.69 34.32 8 141394. 31.41 42.60 291866. 51.13 22.88 208893. 40.27 33.75 9 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 10 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 Elastic Section Properties for Pos Mom Stress Girder 4 Elastic Section Properties for Pos Mom Stress ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 141394. 31.41 42.60 281822. 49.82 24.19 202971. 39.49 34.53 1 141394. 31.41 42.60 289331. 50.80 23.21 207373. 40.07 33.95 2 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 3 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 4 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 5 141394. 31.41 42.60 294194. 51.44 22.58 210306. 40.45 33.56 6 141394. 31.41 42.60 276701. 49.15 24.87 200052. 39.11 34.91 7 141394. 31.41 42.60 284515. 50.17 23.84 204532. 39.69 34.32 8 141394. 31.41 42.60 291866. 51.13 22.88 208893. 40.27 33.75 9 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 10 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 Service Moment - Steel and Concrete Tenth Pt Location Steel Concrete 0 0.00 0. 1. 1 8.82 354. 777. 2 17.63 668. 1471. 3 26.45 785. 1725. 4 35.26 863. 1886. 5 44.08 866. 1866. 6 52.90 830. 1771. 7 61.71 612. 1303. 8 70.53 354. 755. 9 79.34 197. 422. 10 88.16 0. 0. Service Torque - Steel and Concrete Tenth Pt Location Steel Concrete 0 0.00 -0.06 -0.14 1 8.82 -0.06 -0.14 2 17.63 -0.06 -0.14 3 26.45 0.11 0.23 4 35.26 0.11 0.23 5 44.08 0.05 0.06 6 52.90 0.05 0.06 7 61.71 0.19 0.41 8 70.53 0.19 0.41 9 79.34 -0.13 -0.33 10 88.16 -0.13 -0.33 Plastic Section Properties Girder 4 Plastic Section Properties Tenth C C a C' Ybar Dp D' Pos Mom Neg Mom Point (10- (10- (10- (10- (10-127 Mu Mu 123) 124) 125) 126) 10-128) (k-ft) (k-ft) 0 2568 7452 8.07 2442.2 18.67 31.15 8.07 22022.46* noncmpct 1 2789 7452 8.07 2331.7 15.72 28.20 8.07 22915.40* 1 46.64 19790.94* 2 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 2 46.64 19790.94* 3 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 3 46.64 19790.94* 4 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 4 46.64 19790.94* 5 2939 7452 8.07 2256.4 13.71 26.20 8.07 23541.17* 5 46.64 19790.94* 6 2425 7452 8.07 2513.8 20.57 33.06 8.07 21463.80* 6 46.64 19790.94* 7 2646 7452 8.07 2403.3 17.63 30.11 8.07 22332.49* 7 46.64 19790.94* 8 2867 7452 8.07 2292.8 14.69 27.17 8.07 23236.88* 8 46.64 19790.94* 9 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 9 46.64 19790.94* 10 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* noncmpct * Plastic modulus Z is Mp/Fy Service Torque at Web Splices From Curvature Service Torque at Web Splices from Curvature -k-ft Splice Dead Live Location Top Flange Factored Bending Stress - Group I Loading Girder 4 Grp I Factored Bending Stresses - ksi Tenth Loc ------------------ Top Flange ------------------- Point Noncomp Comp Max Min LL+I Tot Allow Ratio Dead Dead LL+I LL+I Rng 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.000 1 8.82 -5.3 -0.3 -2.0 0.9 2.9 -7.6 50.0 0.151 2 17.63 -10.1 -0.5 -3.4 1.9 5.2 -13.9 50.0 0.278 3 26.45 -11.8 -0.6 -4.1 2.0 6.0 -16.5 50.0 0.329 4 35.26 -12.9 -0.7 -4.4 2.1 6.5 -18.0 50.0 0.360 5 44.08 -12.8 -0.7 -4.6 1.8 6.4 -18.1 50.0 0.363 6 52.90 -12.2 -0.7 -5.0 1.6 6.6 -17.9 50.0 0.359 7 61.71 -9.0 -0.5 -3.6 1.1 4.7 -13.1 50.0 0.262 8 70.53 -5.2 -0.3 -2.2 0.7 2.9 -7.7 50.0 0.154 9 79.34 -2.9 -0.2 -1.3 0.4 1.6 -4.3 50.0 0.087 10 88.16 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.000 Governing expression for allowable compression stress Tenth Pt Expression 1 compact 2 compact 3 compact 4 compact 5 compact 6 compact 7 compact 8 compact 9 compact Perf. ratio for compact section is (factored mom/mom strength) if this is less than (total stress/allowable stress). Dabrowski sign convention: +fw/fb ratio used for allowable stress. (See 2003 Guide spec. commentary C5.1) Bottom Flange Factored Bending Stress - Group I Loading Girder 4 Grp I Factored Bending Stresses - ksi Tenth Loc ----------------- Bottom Flange ----------------- Point Noncomp Comp Max Min LL+I Wind Tot Allow Ratio Dead Dead LL+I LL+I Rng 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.000 1 8.82 3.9 0.3 4.3 -0.8 5.1 0.0 8.5 50.0 0.159 2 17.63 7.4 0.6 7.8 -1.6 9.3 0.0 15.8 50.0 0.284 3 26.45 8.7 0.7 9.4 -1.7 11.0 0.0 18.8 50.0 0.339 4 35.26 9.5 0.8 10.2 -1.8 12.0 0.0 20.6 50.0 0.371 5 44.08 9.5 0.8 10.5 -1.5 12.1 0.0 20.8 50.0 0.379 6 52.90 9.0 0.8 9.9 -1.3 11.2 0.0 19.7 50.0 0.389 7 61.71 6.6 0.6 7.5 -1.0 8.5 0.0 14.8 50.0 0.282 8 70.53 3.8 0.4 4.9 -0.6 5.5 0.0 9.1 50.0 0.168 9 79.34 2.1 0.2 2.9 -0.3 3.2 0.0 5.2 50.0 0.096 10 88.16 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.000 Governing expression for allowable compression stress Tenth Pt Expression Perf. ratio for compact section is (factored mom/mom strength) if this is less than (total stress/allowable stress). Dabrowski sign convention: +fw/fb ratio used for allowable stress. (See 2003 Guide spec. commentary C5.1) Slab and Rebar Factored Stress - Group I Loading Girder 4 Grp I Factored Bending Stresses - ksi Tenth Loc ----- Slab ----- ---- Rebars ---- Point Comp Max Tot Comp Min Tot Dead LL+I Dead LL+I 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 8.82 -0.02 -0.38 -0.39 0.00 1.15 1.15 2 17.63 -0.03 -0.65 -0.68 0.00 2.30 2.30 3 26.45 -0.03 -0.79 -0.82 0.00 2.41 2.41 4 35.26 -0.04 -0.86 -0.90 0.00 2.53 2.53 5 44.08 -0.04 -0.90 -0.94 0.00 2.22 2.22 6 52.90 -0.04 -0.94 -0.98 0.00 1.94 1.94 7 61.71 -0.03 -0.68 -0.71 0.00 1.38 1.38 8 70.53 -0.02 -0.42 -0.44 0.00 0.91 0.91 9 79.34 -0.01 -0.24 -0.25 0.00 0.46 0.46 10 88.16 0.00 0.00 0.00 0.00 0.01 0.01 Only slab compression stresses tabulated. Constructibility of Web in Bending Girder 4 Web Compression Bending Stress for Constructibility - ksi Tenth Noncomp. Dead Noncomp. Dead Allowable Ratio Point Factored Mom Web Bending (6-3),(6-8) Stress 0 1.95 0.01 50.04 0.000 1 1583.56 5.53 50.04 0.110 2 2994.20 10.45 50.04 0.209 3 3513.87 12.27 50.04 0.245 4 3848.23 13.43 50.04 0.268 5 3824.89 13.35 50.04 0.267 6 3641.95 12.71 50.04 0.254 7 2680.00 9.36 50.04 0.187 8 1551.27 5.42 50.04 0.108 9 866.29 3.02 50.04 0.060 10 0.09 0.00 50.04 0.000 Top Flange Overload Stress Girder 4 Top Flange 10.57 Overload Stress - ksi Tenth Loc Noncomp Comp 1.67 Max 1.67 Min Allowable Ratio Dead Dead LL+I LL+I 0 0.00 -0.01 0.00 0.00 0.00 47.54 0.000 1 8.82 -4.09 -0.21 -1.51 0.72 47.54 0.122 2 17.63 -7.74 -0.39 -2.58 1.45 47.54 0.225 3 26.45 -9.08 -0.46 -3.12 1.52 47.54 0.266 4 35.26 -9.94 -0.51 -3.41 1.59 47.54 0.292 5 44.08 -9.88 -0.52 -3.55 1.40 47.54 0.294 6 52.90 -9.41 -0.55 -3.84 1.22 47.54 0.290 7 61.71 -6.93 -0.40 -2.75 0.87 47.54 0.212 8 70.53 -4.01 -0.23 -1.67 0.57 47.54 0.124 9 79.34 -2.24 -0.13 -0.96 0.29 47.54 0.070 10 88.16 0.00 0.00 0.00 0.00 47.54 0.000 Bottom Flange Overload Stress Girder 4 Bottom Flange 10.57 Overload Stress - ksi Tenth Loc Noncomp Comp 1.67 Max 1.67 Min Allowable Ratio Dead Dead LL+I LL+I 0 0.00 0.00 0.00 0.01 0.00 47.54 0.000 1 8.82 3.02 0.25 3.30 -0.61 47.54 0.138 2 17.63 5.70 0.47 5.96 -1.23 47.54 0.255 3 26.45 6.69 0.56 7.20 -1.29 47.54 0.304 4 35.26 7.33 0.62 7.86 -1.35 47.54 0.333 5 44.08 7.29 0.63 8.10 -1.19 47.54 0.337 6 52.90 6.94 0.61 7.60 -1.03 47.54 0.319 7 61.71 5.10 0.46 5.79 -0.73 47.54 0.239 8 70.53 2.95 0.28 3.74 -0.49 47.54 0.147 9 79.34 1.65 0.15 2.23 -0.24 47.54 0.085 10 88.16 0.00 0.00 0.00 0.00 47.54 0.000 Factored Noncomp Dead Wet Concrete Bending Stress Girder 4 Factored Noncomp Dead Wet Concrete Stresses - ksi [While the constructibility load factor is used for this table, slab pouring is not. Actual stresses are dependent on the pouring sequence and may be significantly different from those printed here.] Tenth Loc Top Allow- bottom Allow- Point Flange able Flange able 0 0.0 0.0 50.0 0.0 50.0 1 8.8 -5.7 50.0 4.2 50.0 2 17.6 -10.8 50.0 8.0 50.0 3 26.4 -12.7 50.0 9.4 50.0 4 35.3 -13.9 50.0 10.3 50.0 5 44.1 -13.8 50.0 10.2 50.0 6 52.9 -13.2 50.0 9.7 50.0 7 61.7 -9.7 50.0 7.1 50.0 8 70.5 -5.6 50.0 4.1 50.0 9 79.3 -3.1 50.0 2.3 50.0 10 88.2 0.0 50.0 0.0 50.0 Factored Strengths Girder 4 Factored Strengths Tenth Loc Factored Shear Factored Bending Point Shear Strength Moment Strength (k ) (k ) Ratio (k-ft) (k-ft) Ratio 0 0.00 448.5 770.4 (5) 0.582 6.1 22022.5 (20) 0.000 1 8.82 419.9 770.4 (5) 0.545 3647.3 22915.4 (20) 0.159 2 17.63 391.3 770.4 (5) 0.508 6742.9 23740.3 (20) 0.284 3 26.45 183.4 770.4 (5) 0.238 8044.2 23740.3 (20) 0.339 4 35.26 210.5 770.4 (5) 0.273 8800.5 23740.3 (20) 0.371 5 44.08 110.6 770.4 (5) 0.144 8922.9 23541.2 (20) 0.379 6 52.90 311.3 770.4 (5) 0.404 8352.2 21463.8 (20) 0.389 7 61.71 284.4 770.4 (5) 0.369 6302.5 22332.5 (20) 0.282 8 70.53 366.2 770.4 (5) 0.475 3906.6 23236.9 (20) 0.168 9 79.34 248.1 770.4 (5) 0.322 2271.8 23740.3 (20) 0.096 10 88.16 299.0 770.4 (5) 0.388 2.4 23740.3 (20) 0.000 Moment shifting because of compact section is reflected in this table. Shear Strength at Intermediate Transverse Stiffeners not Located at a Tenth Point (5) C 0.58 Fyw D t (20) compact section Max Stiffener Spacing for Stiffened Web - 6.3 Tenth Pt. Max Actual Spcng Spcng 0 35.00 211.61 Treated as unstiffened - Max spacing = 35.0 Actual spacing = 211.6 1 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 2 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 3 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 4 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 5 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 6 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 7 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 8 210.00 211.61 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.6 9 210.00 211.46 Treated as unstiffened - Max spacing = 210.0 Actual spacing = 211.5 10 35.00 211.46 Treated as unstiffened - Max spacing = 35.0 Actual spacing = 211.5 Load Factor Ratings Girder 4 Load Factor Ratings Span 1 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 22022.5 C 770.4 >999. >999. 2.26 3.77 8.82 22915.4 T 770.4 10.47 17.48 2.42 4.04 17.63 23740.3 T 770.4 5.60 9.35 2.59 4.33 26.45 23740.3 T 770.4 4.52 7.54 5.41 9.03 35.26 23740.3 T 770.4 4.06 6.79 4.08 6.82 44.08 23541.2 T 770.4 3.91 6.54 7.72 12.89 52.90 21463.8 T 770.4 3.83 6.40 3.19 5.32 61.71 22332.5 T 770.4 5.51 9.19 3.96 6.61 70.53 23236.9 T 770.4 9.37 15.64 2.78 4.65 79.34 23740.3 T 770.4 16.55 27.64 4.31 7.19 88.16 23740.3 C 770.4 >999. >999. 3.51 5.86 ***************************************************** Minimum rating is 2.26 at location 0.00 in span 1. ***************************************************** Moment Capacity Codes C - Compact B - Braced non-compact U - Unbraced non-compact T - Transition between compact and braced non-compact S - Serviceability This table is based on eq. (6-1a) of the AASHTO Manual for Condition Evaluation of Bridges. Noncompact shapes ratings based on stress, as Fb - Dead load factored stress IR = -------------------------------- LL+I factored stress Noncompact shape moment capacity is the product of allowable stress and LL+I section modulus. Bearing Stiffener Stress Girder 4 Bearing Stiffeners Location Service Allowable Actual Ratio Allowable Actual Ratio from Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress 88.16 302.21 49.84 8.81 0.177 67.55 13.75 0.204 Fatigue Stress Girder 4 Fatigue Summary Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) (k-ft) Range Range Girder Base metal 8.82 B 632.14 1.37 8.00 0.171 Base metal 17.63 B 1171.19 2.53 8.00 0.316 Base metal 26.45 B 1354.98 2.92 8.00 0.365 Base metal 35.26 B 1495.02 3.21 8.00 0.402 Base metal 44.08 B 1515.80 3.25 8.00 0.406 Base metal 52.90 B 1358.29 2.95 8.00 0.369 Base metal 61.71 B 1050.22 2.26 8.00 0.283 Base metal 70.53 B 696.51 1.49 8.00 0.187 Base metal 79.34 B 401.33 0.86 8.00 0.107 Near flg-web weld 8.82 B 632.14 1.30 8.00 0.163 Near flg-web weld 17.63 B 1171.19 2.41 8.00 0.301 Near flg-web weld 26.45 B 1354.98 2.77 8.00 0.347 Near flg-web weld 35.26 B 1495.02 3.06 8.00 0.382 Near flg-web weld 44.08 B 1515.80 3.09 8.00 0.387 Near flg-web weld 52.90 B 1358.29 2.80 8.00 0.350 Near flg-web weld 61.71 B 1050.22 2.15 8.00 0.269 Near flg-web weld 70.53 B 696.51 1.42 8.00 0.178 Near flg-web weld 79.34 B 401.33 0.81 8.00 0.102 Top Flg. splice 88.16 B 1.13 0.00 8.00 0.000 Bot.Flg. splice 88.16 B 1.13 0.00 8.00 0.000 Trans. stiff. toe 35.27 C' 1495.03 3.06 6.00 0.510 Full depth conn PL 35.27 C' 1495.03 3.06 6.00 0.510 Allowable range determined by: Life 75 yrs Avg daily trk traffic 4000 Max Performance Ratios Girder 4 Maximum Performance Ratios Criterion Location Max ft Performance Ratio Shear 0.00 0.582 Bending 52.90 0.389 Fatigue 35.27 0.510 Bearing Stf. 88.16 0.204 Shear Connectors - 2003 Guide Spec Fatigue Truck Maximum Pitch for 0.875 x 4.50 Stud Connectors for Fatigue Tenth Location Shear Studs in Max Pitch Point Range a Line (k ) (in) 0 0.00 26.95 T 2 16.06 1 8.82 23.08 T 2 18.27 2 17.63 21.38 T 2 19.33 3 26.45 23.59 T 2 17.52 4 35.26 31.07 T 2 13.31 5 44.08 27.77 T 2 14.96 6 52.90 30.11 T 2 14.65 7 61.71 17.25 T 2 24.86 * 8 70.53 31.02 T 2 13.49 9 79.34 20.41 T 2 20.25 10 88.16 23.50 T 2 17.59 * Use 24 inches as per AASHTO 10.38.5.1. Minimum Total Number of Connectors for Ultimate Strength Beg TP End TP Beg Loc End Loc Number Weight Volume Weight cu ft k Top Flange 22.00 10.78 Web 32.14 15.75 Bottom Flange 37.05 18.15 Flange-Web Weld 0.06 Bearing Stiffeners 1.96 0.96 Intermediate Stiff. 1.15 0.56 Steel in extensions 1.01 Total Steel 47.28 Slab 521.63 78.24 Flange Haunch 88.74 13.31 Concrete in extensions 1.60 Total Concrete 93.16 Total Steel and Concrete 140.44 Does not include weight of bracing, which can be found in bracing output stiffness tables. (Noncomposite weight data used in girder input is used for analysis loading.) Deflections Girder 4 Service Deflections - in Tenth Total Steel Wet Super- Max Max Pt Noncomp Con- Imposed LL+I LL+I Dead crete Dead Down Up Support 1.742 0.539 1.202 0.118 0.760 0.129 1 1.884 0.585 1.299 0.127 0.788 0.125 2 1.963 0.611 1.352 0.132 0.799 0.119 3 1.979 0.617 1.362 0.133 0.788 0.111 4 1.932 0.604 1.329 0.131 0.759 0.101 5 1.786 0.559 1.227 0.121 0.696 0.088 6 1.552 0.487 1.066 0.105 0.601 0.073 7 1.244 0.390 0.853 0.085 0.479 0.057 8 0.855 0.269 0.587 0.058 0.328 0.038 9 0.448 0.141 0.307 0.031 0.171 0.020 Support 0.000 0.000 0.000 0.000 0.000 0.000 Influence surfaces for defl developed assuming unequal participation of girders in resisting deflection. Loc Brace 17.63 1.963 0.611 1.352 0.132 0.799 0.119 Brace 35.27 1.932 0.604 1.329 0.131 0.759 0.101 Brace 52.90 1.552 0.487 1.065 0.105 0.601 0.073 Brace 70.54 0.855 0.268 0.586 0.058 0.328 0.038 Positive dead load deflection is downward. Live load deflection as indicated in column heading. Status run completed FILE=R5.WRN 1. AASHTO 10.48.5.3 violation (w/t ratio of stf.) near TP 6 (Web still considered stiffened for stress determ.) 2. Live deflection exceeds L/800 for span 1 3. Violation of (6-13) in 6.5 of 2003 crvd gdr guide spec - bs/ts ratio. bs/ts =17.23 Limit =11.56 (Above warnings may not be comprehensive.) FILE=R5.OUT *************************************************************** MDX Steel Highway Girder Design Program, Version 6.5.1977 Load Factor Design - Composite Girder Copyright (c) 1992-2012 MDX Software, Inc. Ph:573-446-3221 Fax:573-446-3278 Email: support@mdxsoftware.com *************************************************************** Jul 23, 2013 - 4:43 pm Files: HS20 Load Rating.R5 R5.OUT Contents of data file- ************************************************** ID: HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING CONDITIONS ENGLISH OUTPUT FULL DEPTH CONNECTION PLATES INTERMEDIATE TRANSVERSE STIFFENERS BOTH SIDES OF WEB LFD METHOD M270M-345 STEEL M270M-345 STIFFENER STEEL METRIC INPUT PARABOLIC INTERPOLATION RATE MODE SINGLE BEARING STIFFENERS EACH SIDE STANDARD RESOLUTION OUTPUT SYSTEM FORCES DATA BR 5.3252 5.3211 ESLABW 1698. 1771. 1844. 1917. 1990. 2063. 2136. 2209. 2282. 2355. 2428. FPC 31. HAUNCH 150. HAUNCW 835. IGIRD 5 RAD 0. SLABT 230. SLABWEAR 25. SPLBFT 64. SPLBFW 610. SPLTFT 38. SPLTFW 610. SPLTST 10. SPLTSW 180. SPLWD 1778. SPLWT 19. SPN 10.6464 SS 25. STFGAP 0. SUPBST 30. SUPBSW 270. TSLABW 1698. 1771. 1844. 1917. 1990. 2063. 2136. 2209. 2282. 2355. 2428. TSSP 5325. WCONC 23562.998 GO ************************************************** Case Data Girder 5 Case Data - HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING AASHTO Specification Load Factor Method 17th Edition Standard Specifications for Highway Bridges 2003 Horizontally Curved Steel Girder Guide Specification Dimensions (additional information available in Dimensions table) Given dimensions- Web Depth 70.00 in Web Thickness 0.75 in Trans. Stiff. Width 7.09 in Trans. Stiff. Thickness 0.39 in Bearing Stiff. Width 10.63 in 10.63 in Bearing Stiff. Thickness 1.18 in 1.18 in Execution Mode Rate Mode Geometry Brace locations 0.00 ft 17.47 ft 34.93 ft Cover plates No cover plates Curvature Flange splices Girder Type Plate Girder Composite Behavior Composite region for composite loading - 0. - 34.93 ft Span lengths 34.93 ft Stiffeners Bearing Stiffeners Single bearing stiffeners each side Longitudinal Stiffeners No longitudinal stiffener Transverse Stiffeners Transverse stiffeners both sides Stiffener transitions 17.47 ft Stiffener clips 0.98 in Web haunches Fatigue Allowable weld stress 18.00 ksi AWS minimum welds Impact Impact factors assigned in GSA program Loading Load Factors gamma, beta 1.300 1.670 Constructibility 1.400 Forms weight factor 1.000 Unshored construction Material Concrete Unit wt of concrete 150. lb/cu ft Slab t for strength 8.07 in Concrete strength 4.50 ksi Effective slab width 66.85 in 69.72 in 72.60 in 75.47 in 78.35 in 81.22 in 84.09 in 86.97 in 89.84 in 92.72 in 95.59 in Slab haunch 5.91 in Slab haunch width 32.87 in Self weight slab width by tenth pt 66.85 in 69.72 in 72.60 in 75.47 in 78.35 in 81.22 in 84.09 in 86.97 in 89.84 in 92.72 in 95.59 in Steel Web splice section 1 Steel grade M270-50 Rebar yield 60.00 ksi Summary tables Standard resolution summary tables Units Input Units: Metric Output Units: U.S. Customary END OF CASE DATA * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * (Prismatic section used for this analysis.) Service load shear (kips) and moment (kip-ft) at span tenth points on web section 1 Max live load+impact shear 57.9T 56.4T 52.0T 47.6T 42.6T -44.7T -42.1T -50.1T -55.4T -62.6T -60.4T Dead load 1 shear 59.2 54.6 49.9 45.1 40.3 35.3 -39.6 -44.8 -50.0 -55.4 -60.8 Dead load 2 shear 5.9 5.3 4.7 4.1 3.5 -2.9 -3.5 -4.1 -4.7 -5.3 -5.9 Max live load+impact moment 0.3T 184.3T 345.6T 474.0T 563.0T 641.6T 576.5T 489.0T 363.4T 196.2T 0.0T Dead load 1 moment 0.3 199.1 381.7 547.7 696.9 829.2 699.9 552.5 387.0 202.9 0.0 Dead load 2 moment 0.0 19.5 36.9 52.2 65.4 76.4 65.4 52.2 37.0 19.5 0.0 * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Rate Web depth = 70.0000 in Web thickness = 0.7500 in Tenth Top Flange Min Top Bott Flange Min Bott Flange to Web Weld Point Width Flange t Width Flange t Top Bott 0 24.02 1.496 24.02 2.520 9/16 9/16 1 24.02 1.496 24.02 2.520 9/16 9/16 2 24.02 1.496 24.02 2.520 9/16 9/16 3 24.02 1.496 24.02 2.520 9/16 9/16 4 24.02 1.496 24.02 2.520 9/16 9/16 5 24.02 1.496 24.02 2.520 9/16 9/16 6 24.02 1.496 24.02 2.520 9/16 9/16 7 24.02 1.496 24.02 2.520 9/16 9/16 8 24.02 1.496 24.02 2.520 9/16 9/16 9 24.02 1.496 24.02 2.520 9/16 9/16 10 24.02 1.496 24.02 2.520 9/16 9/16 2 - 10.75 x 1.125 brng. stf. at 34.93 ft from left end of web section 7.00 x 0.41 transverse stiffeners Composite section properties at max positive moment - n = 8 I = 279591. in4 S (top steel) = 11417.99 in3 S (bottom steel) = 5645.01 in3 S (concrete) = 7563.22 in3 Neutral axis from bottom flange = 49.53 in Composite section properties at max positive moment - n = 24 I = 201691. in4 S (top steel) = 5813.51 in3 S (bottom steel) = 5129.17 in3 S (concrete) = 4275.48 in3 Neutral axis from bottom flange = 39.32 in Section properties of girder alone at max positive moment I = 141394. in4 S (top) = 3318.76 in3 S (bottom) = 4501.34 in3 Neutral axis from bottom flange = 31.41 in * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Web Section 1 Stresses ----------------------- Factored Shear Factored Bending Tenth Shear Strength Moment Strength Point (k ) (k ) Ratio (k-ft) (k-ft) Ratio 0 210.3 770.4 (5) 0.273 1.0 20137.5 (20) 0.000 1 200.2 770.4 (5) 0.260 684.4 20448.3 (20) 0.033 2 184.0 770.4 (5) 0.239 1294.5 20767.8 (20) 0.062 3 167.3 770.4 (5) 0.217 1809.0 21095.6 (20) 0.086 4 149.4 770.4 (5) 0.194 2213.2 21431.2 (20) 0.103 5 88.1 770.4 (5) 0.114 2570.3 21774.1 (20) 0.118 6 147.5 770.4 (5) 0.191 2246.4 22123.7 (20) 0.102 7 172.2 770.4 (5) 0.224 1847.8 22479.4 (20) 0.082 8 191.4 770.4 (5) 0.248 1340.0 22840.6 (20) 0.059 9 214.8 770.4 (5) 0.279 715.2 23206.6 (20) 0.031 10 217.9 770.4 (5) 0.283 0.0 23576.8 (20) 0.000 Stiffeners Location (5) C 0.58 Fyw D t (20) compact section Max pos mom in span and neg pier moment have been adjusted for compact section (AASHTO 10.48.1.3). Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 0.00 0.00 0.00 0.000 0.000 0.000 0.000 17.47 6.07 0.00 0.000 0.000 0.000 0.000 34.93 0.00 0.00 0.000 0.000 0.000 0.000 Bearing Stiffeners Location Factored Allowable Actual Ratio Allowable Actual Ratio From Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress (ft) (k ) (ksi) (ksi) (ksi) (ksi) 34.93 221.59 49.84 6.46 0.130 67.55 10.08 0.149 34.93 221.59 49.84 6.46 0.130 67.55 10.08 0.149 Fatigue Truck Loading Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) Range Range Girder Base metal 3.49 B 112.17 0.25 8.00 0.031 Base metal 6.99 B 216.40 0.47 8.00 0.059 Base metal 10.48 B 305.37 0.67 8.00 0.083 Base metal 13.97 B 376.42 0.82 8.00 0.103 Base metal 17.46 B 433.70 0.95 8.00 0.118 Base metal 20.96 B 384.16 0.83 8.00 0.104 Base metal 24.45 B 315.71 0.68 8.00 0.085 Base metal 27.94 B 229.53 0.49 8.00 0.062 Base metal 31.44 B 119.91 0.26 8.00 0.032 Near flg-web weld 3.49 B 112.17 0.23 8.00 0.029 Near flg-web weld 6.99 B 216.40 0.45 8.00 0.056 Near flg-web weld 10.48 B 305.37 0.63 8.00 0.079 Near flg-web weld 13.97 B 376.42 0.78 8.00 0.097 Near flg-web weld 17.46 B 433.70 0.90 8.00 0.112 Near flg-web weld 20.96 B 384.16 0.79 8.00 0.099 Near flg-web weld 24.45 B 315.71 0.65 8.00 0.081 Near flg-web weld 27.94 B 229.53 0.47 8.00 0.059 Near flg-web weld 31.44 B 119.91 0.24 8.00 0.031 Trans. stiff. toe 17.47 C' 433.62 0.90 6.00 0.150 Full depth conn PL 17.47 C' 433.61 0.90 6.00 0.150 * wheel distribution given in GSA program * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Cost Schedule for Web Section 1 -------------------------------- lb Flange 11462.6 Web 6239.9 Web stiffeners 112.9 Bearing stiff. 480.1 Total steel 18295.6 Welding Vol lbs Flange-web 265.2 75.2 Trans.stiff.-web ( 1/ 4 cont.) 8.8 2.5 Brng.stiff.( 2)-web( 5/16 cont.) 13.7 3.9 Total welding * 287.7 81.6 Total steel and weld 18377.1 Summary Tables Governing Service Shear Girder 5 Service Shear -k Tenth Location Noncomp Comp Max LL+I Range Point Dead Dead 0 0.00 59.20 5.90 57.88 T 64.24 1 3.49 54.61 5.29 56.35 T 62.61 2 6.99 49.92 4.68 52.05 T 58.79 3 10.48 45.14 4.07 47.62 T 60.13 4 13.97 40.26 3.46 42.65 T 58.72 5 17.46 35.29 -2.85 -44.72 T 65.90 6 20.96 -39.61 -3.46 -42.14 T 60.42 7 24.45 -44.78 -4.07 -50.09 T 64.33 8 27.94 -50.03 -4.68 -55.38 T 66.68 9 31.44 -55.39 -5.29 -62.62 T 71.16 10 34.93 -60.84 -5.90 -60.39 T 66.61 Ranges shown in this table not used for fatigue. T - governed by truck loading L - governed by lane loading Fatigue Truck Shear 2003 Guide Spec Girder 5 2003 Guide Spec Fatigue Truck Shear - k Tenth Pt Max LL+I Range 0 21.62 21.62 1 21.35 21.35 2 19.13 19.57 3 14.75 19.71 4 12.16 20.87 5 -13.33 24.00 6 -11.53 21.03 7 -16.57 23.35 8 -19.68 23.68 9 -25.94 27.24 10 -25.65 23.91 Reactions Girder 5 Factored Reactions - k Loc Noncomp Comp LL+I LL+I Max Min Dead Dead Max Min Total Total 34.93 81.26 7.64 133.01 -13.73 221.91 53.80 Steel 27.34 Conc 53.92 Unfactored Reactions - k Loc Noncomp Comp LL+I LL+I Max Min Dead Dead Max Min Total Total 34.93 62.50 5.88 61.27 -6.32 129.65 62.06 Steel 21.03 Conc 41.47 Reactions in girder output include weight in girder extensions at abutments, which is not included in girder system output. Governing Service Moment Girder 5 Service Moment - k-ft Tenth Location Noncomp Comp Max LL+I Min LL+I Range Point Dead Dead 0 0.00 0.32 0.02 0.27 T -0.28 T 0.55 1 3.49 199.11 19.55 184.33 T -19.42 L 203.74 2 6.99 381.69 36.95 345.57 T -38.96 L 384.53 3 10.48 547.73 52.22 474.03 T -58.50 L 532.53 4 13.97 696.89 65.35 563.00 T -78.04 L 641.04 5 17.46 829.24 76.40 641.61 T -97.64 L 739.25 6 20.96 699.89 65.39 576.50 T -78.14 L 654.64 7 24.45 552.53 52.24 488.99 T -58.60 L 547.59 8 27.94 386.98 36.95 363.39 T -39.06 L 402.45 9 31.44 202.89 19.54 196.24 T -19.52 L 215.75 10 34.93 0.00 0.00 0.00 T 0.00 T 0.01 T - governed by truck loading L - governed by lane loading Range shown in this table not used for fatigue. At Bracing Brace No. 2 17.47 829.25 76.40 641.62 -97.64 Fatigue Truck Moment 2003 Guide Spec Girder 5 2003 Guide Spec. Fatigue Truck Moment - k-ft Tenth Location Max LL+I Min LL+I Range Point 0 0.00 0.22 -0.20 0.42 1 3.49 134.03 -15.52 149.56 2 6.99 257.39 -31.15 288.53 3 10.48 360.39 -46.77 407.16 4 13.97 439.50 -62.39 501.90 5 17.46 500.21 -78.06 578.27 6 20.96 449.74 -62.47 512.21 7 24.45 374.10 -46.84 420.94 8 27.94 274.82 -31.22 306.04 9 31.44 144.28 -15.60 159.88 10 34.93 0.00 0.00 0.01 Does not include 0.75 factor. Service Force Summary Tables Force Summary at Tenth Points (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 59 6 58 0 0 0 0 0 0 5 3.49 55 5 56 199 20 184 -19 0 0 5 6.99 50 5 52 382 37 346 -39 0 0 5 10.48 45 4 48 548 52 474 -59 0 0 5 13.97 40 3 43 697 65 563 -78 0 0 5 17.46 35 -3 -45 829 76 642 -98 0 0 5 20.96 -40 -3 -42 700 65 576 -78 0 0 -5 24.45 -45 -4 -50 553 52 489 -59 0 0 -5 27.94 -50 -5 -55 387 37 363 -39 0 0 -5 31.44 -55 -5 -63 203 20 196 -20 0 0 -5 34.93 -61 -6 -60 0 0 0 0 0 0 -5 Force Summary at Quarter Points (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 59 6 58 0 0 0 0 0 0 5 8.73 48 4 50 467 45 415 -49 0 0 5 17.46 35 -3 -45 829 76 642 -98 0 0 5 26.20 -47 -4 -53 472 45 431 -49 0 0 -5 34.93 -61 -6 -60 0 0 0 0 0 0 -5 Force Summary at Brace Locations (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 59 6 58 0 0 0 0 0 0 5 17.47 35 -3 -45 829 76 642 -98 0 0 5 34.93 -61 -6 -60 0 0 0 0 0 0 -5 Shear on right side of pier is found in Service Shear table. Truck-lane Moment Range Girder 5 Truck-Lane Moment Ranges - k-ft Tenth Loc ---------- Truck --------- ---------- Lane ----------- Max LL+I Min LL+I Range Max LL+I Min LL+I Range 0 0.00 0.27 -0.28 0.55 0.24 -0.19 0.43 1 3.49 184.18 -18.66 202.84 125.09 -18.86 143.95 2 6.99 345.28 -37.45 382.73 240.86 -37.81 278.67 3 10.48 473.60 -56.24 529.84 341.86 -56.76 398.61 4 13.97 562.42 -75.04 637.46 425.81 -75.71 501.52 5 17.46 640.89 -93.88 734.77 493.28 -94.71 587.99 6 20.96 575.93 -75.13 651.06 431.63 -75.79 507.42 7 24.45 488.56 -56.34 544.90 352.64 -56.84 409.48 8 27.94 363.10 -37.55 400.66 254.82 -37.88 292.70 9 31.44 196.10 -18.76 214.86 133.71 -18.93 152.64 10 34.93 0.00 0.00 0.01 0.00 0.00 0.01 Range shown in this table not used for fatigue. Service Torque Girder 5 Service Torque - k-ft Tenth Location DL1 DL2 Max LL+I Min LL+I Range Point 0 0.00 0.12 0.06 5.17 -4.40 9.57 1 3.49 0.12 0.06 5.17 T -4.40 L 9.57 2 6.99 0.12 0.06 5.17 T -4.41 L 9.58 3 10.48 0.12 0.06 5.17 T -4.40 L 9.57 4 13.97 0.12 0.06 5.17 T -4.40 L 9.57 5 17.46 0.12 0.06 5.17 T -4.40 L 9.57 6 20.96 -0.17 -0.08 4.44 T -5.15 L 9.59 7 24.45 -0.17 -0.08 4.44 T -5.15 L 9.59 8 27.94 -0.17 -0.08 4.44 T -5.15 L 9.59 9 31.44 -0.17 -0.08 4.44 T -5.15 L 9.59 10 34.93 -0.17 -0.08 4.44 -5.15 9.59 Combined Factored Moment Girder 5 Combined Factored Moment - k-ft Tenth Pt Loc Tot Dead+Max LL+I Tot Dead+Min LL+I Moment shifting reflected in this table. 0 0.00 1.02 -0.17 1 3.49 684.43 242.10 2 6.99 1294.47 459.65 3 10.48 1809.04 652.92 4 13.97 2213.18 821.48 5 17.46 2570.27 965.36 6 20.96 2246.44 825.22 7 24.45 1847.79 658.98 8 27.94 1340.02 466.32 9 31.44 715.20 246.79 10 34.93 0.01 -0.01 Dimensions Girder 5 Dimensions Tenth -Top Flange- ----Web---- -Bot Flange- Area Point Loc tfw tft wd wt bfw bft weld weld 0 0.00 24.02 1.496 9/16 70.00 0.750 9/16 24.02 2.520 148.94 1 3.49 24.02 1.496 9/16 70.00 0.750 9/16 24.02 2.520 148.94 2 6.99 24.02 1.496 9/16 70.00 0.750 9/16 24.02 2.520 148.94 3 10.48 24.02 1.496 9/16 70.00 0.750 9/16 24.02 2.520 148.94 4 13.97 24.02 1.496 9/16 70.00 0.750 9/16 24.02 2.520 148.94 5 17.46 24.02 1.496 9/16 70.00 0.750 9/16 24.02 2.520 148.94 6 20.96 24.02 1.496 9/16 70.00 0.750 9/16 24.02 2.520 148.94 7 24.45 24.02 1.496 9/16 70.00 0.750 9/16 24.02 2.520 148.94 8 27.94 24.02 1.496 9/16 70.00 0.750 9/16 24.02 2.520 148.94 9 31.44 24.02 1.496 9/16 70.00 0.750 9/16 24.02 2.520 148.94 10 34.93 24.02 1.496 9/16 70.00 0.750 9/16 24.02 2.520 148.94 Stiffener Spacing Panel Panel Uniform Start End in Panel 0.00 17.47 ft 1 @ 209.65 in 17.47 34.93 ft 1 @ 209.50 in Bearing Stiffeners Location Width Thickness 0.00 10.75 1.125 34.93 10.75 1.125 Transverse Stiffeners Web Section Width Thickness 1 7.00 0.406 Elastic Section Properties for Stiffness Analysis Girder 5 Elastic Section Properties for Stiffness Analysis ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 141394. 31.41 42.60 262736. 47.32 26.69 192418. 38.11 35.91 1 141394. 31.41 42.60 266285. 47.79 26.23 194314. 38.35 35.66 2 141394. 31.41 42.60 269741. 48.24 25.78 196189. 38.60 35.41 3 141394. 31.41 42.60 273108. 48.68 25.34 198043. 38.84 35.17 4 141394. 31.41 42.60 276391. 49.11 24.91 199877. 39.08 34.93 5 141394. 31.41 42.60 279591. 49.53 24.49 201691. 39.32 34.69 6 141394. 31.41 42.60 282712. 49.94 24.08 203485. 39.56 34.46 7 141394. 31.41 42.60 285757. 50.34 23.68 205259. 39.79 34.23 8 141394. 31.41 42.60 288729. 50.72 23.29 207015. 40.02 34.00 9 141394. 31.41 42.60 291630. 51.10 22.91 208751. 40.25 33.77 10 141394. 31.41 42.60 294463. 51.47 22.54 210470. 40.47 33.54 Elastic Section Properties for Pos Mom Stress Girder 5 Elastic Section Properties for Pos Mom Stress ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 141394. 31.41 42.60 262736. 47.32 26.69 192418. 38.11 35.91 1 141394. 31.41 42.60 266285. 47.79 26.23 194314. 38.35 35.66 2 141394. 31.41 42.60 269741. 48.24 25.78 196189. 38.60 35.41 3 141394. 31.41 42.60 273108. 48.68 25.34 198043. 38.84 35.17 4 141394. 31.41 42.60 276391. 49.11 24.91 199877. 39.08 34.93 5 141394. 31.41 42.60 279591. 49.53 24.49 201691. 39.32 34.69 6 141394. 31.41 42.60 282712. 49.94 24.08 203485. 39.56 34.46 7 141394. 31.41 42.60 285757. 50.34 23.68 205259. 39.79 34.23 8 141394. 31.41 42.60 288729. 50.72 23.29 207015. 40.02 34.00 9 141394. 31.41 42.60 291630. 51.10 22.91 208751. 40.25 33.77 10 141394. 31.41 42.60 294463. 51.47 22.54 210470. 40.47 33.54 Service Moment - Steel and Concrete Tenth Pt Location Steel Concrete 0 0.00 0. 0. 1 3.49 68. 131. 2 6.99 129. 253. 3 10.48 184. 363. 4 13.97 233. 463. 5 17.46 276. 553. 6 20.96 233. 466. 7 24.45 184. 368. 8 27.94 129. 258. 9 31.44 68. 135. 10 34.93 0. 0. Service Torque - Steel and Concrete Tenth Pt Location Steel Concrete 0 0.00 0.05 0.08 1 3.49 0.05 0.08 2 6.99 0.05 0.08 3 10.48 0.05 0.08 4 13.97 0.05 0.08 5 17.46 0.05 0.08 6 20.96 -0.05 -0.12 7 24.45 -0.05 -0.12 8 27.94 -0.05 -0.12 9 31.44 -0.05 -0.12 10 34.93 -0.05 -0.12 Plastic Section Properties Girder 5 Plastic Section Properties Tenth C C a C' Ybar Dp D' Pos Mom Neg Mom Point (10- (10- (10- (10- (10-127 Mu Mu 123) 124) 125) 126) 10-128) (k-ft) (k-ft) 0 2061 7452 8.07 2695.4 25.41 37.89 8.07 20137.45* noncmpct 1 2150 7452 8.07 2651.0 24.23 36.71 8.07 20448.28* 1 46.72 19762.66* 2 2239 7452 8.07 2606.7 23.05 35.53 8.07 20767.82* 2 46.72 19762.66* 3 2327 7452 8.07 2562.4 21.87 34.35 8.07 21095.63* 3 46.72 19762.66* 4 2416 7452 8.07 2518.1 20.69 33.17 8.07 21431.23* 4 46.72 19762.66* 5 2505 7452 8.07 2473.8 19.51 31.99 8.07 21774.10* 5 46.72 19762.66* 6 2593 7452 8.07 2429.4 18.33 30.81 8.07 22123.67* 6 46.72 19762.66* 7 2682 7452 8.07 2385.1 17.14 29.63 8.07 22479.37* 7 46.72 19762.66* 8 2771 7452 8.07 2340.8 15.96 28.44 8.07 22840.56* 8 46.72 19762.66* 9 2859 7452 8.07 2296.5 14.78 27.26 8.07 23206.61* 9 46.72 19762.66* 10 2948 7452 8.07 2252.1 13.60 26.08 8.07 23576.83* noncmpct * Plastic modulus Z is Mp/Fy Service Torque at Web Splices From Curvature Service Torque at Web Splices from Curvature -k-ft Splice Dead Live Location Top Flange Factored Bending Stress - Group I Loading Girder 5 Grp I Factored Bending Stresses - ksi Tenth Loc ------------------ Top Flange ------------------- Point Noncomp Comp Max Min LL+I Tot Allow Ratio Dead Dead LL+I LL+I Rng 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.000 1 3.49 -0.9 -0.1 -0.5 0.1 0.6 -1.5 50.0 0.029 2 6.99 -1.8 -0.1 -0.9 0.3 1.1 -2.8 50.0 0.055 3 10.48 -2.6 -0.1 -1.1 0.4 1.5 -3.9 50.0 0.077 4 13.97 -3.3 -0.2 -1.3 0.5 1.8 -4.8 50.0 0.095 5 17.46 -3.9 -0.2 -1.5 0.6 2.1 -5.6 50.0 0.111 6 20.96 -3.3 -0.2 -1.3 0.5 1.8 -4.7 50.0 0.095 7 24.45 -2.6 -0.1 -1.1 0.4 1.4 -3.8 50.0 0.076 8 27.94 -1.8 -0.1 -0.8 0.3 1.0 -2.7 50.0 0.054 9 31.44 -1.0 0.0 -0.4 0.1 0.5 -1.4 50.0 0.028 10 34.93 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.000 Governing expression for allowable compression stress Tenth Pt Expression 1 compact 2 compact 3 compact 4 compact 5 compact 6 compact 7 compact 8 compact 9 compact Perf. ratio for compact section is (factored mom/mom strength) if this is less than (total stress/allowable stress). Dabrowski sign convention: +fw/fb ratio used for allowable stress. (See 2003 Guide spec. commentary C5.1) Bottom Flange Factored Bending Stress - Group I Loading Girder 5 Grp I Factored Bending Stresses - ksi Tenth Loc ----------------- Bottom Flange ----------------- Point Noncomp Comp Max Min LL+I Wind Tot Allow Ratio Dead Dead LL+I LL+I Rng 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.000 1 3.49 0.7 0.1 0.9 -0.1 1.0 0.0 1.6 50.0 0.032 2 6.99 1.3 0.1 1.6 -0.2 1.8 0.0 3.0 50.0 0.061 3 10.48 1.9 0.2 2.2 -0.3 2.5 0.0 4.3 50.0 0.085 4 13.97 2.4 0.2 2.6 -0.4 3.0 0.0 5.2 50.0 0.103 5 17.46 2.9 0.2 3.0 -0.5 3.5 0.0 6.1 50.0 0.118 6 20.96 2.4 0.2 2.7 -0.4 3.1 0.0 5.3 50.0 0.102 7 24.45 1.9 0.2 2.2 -0.3 2.6 0.0 4.3 50.0 0.082 8 27.94 1.3 0.1 1.7 -0.2 1.9 0.0 3.1 50.0 0.059 9 31.44 0.7 0.1 0.9 -0.1 1.0 0.0 1.7 50.0 0.031 10 34.93 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.000 Governing expression for allowable compression stress Tenth Pt Expression Perf. ratio for compact section is (factored mom/mom strength) if this is less than (total stress/allowable stress). Dabrowski sign convention: +fw/fb ratio used for allowable stress. (See 2003 Guide spec. commentary C5.1) Slab and Rebar Factored Stress - Group I Loading Girder 5 Grp I Factored Bending Stresses - ksi Tenth Loc ----- Slab ----- ---- Rebars ---- Point Comp Max Tot Comp Min Tot Dead LL+I Dead LL+I 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 3.49 0.00 -0.09 -0.09 0.00 0.15 0.15 2 6.99 -0.01 -0.16 -0.17 0.00 0.31 0.31 3 10.48 -0.01 -0.21 -0.22 0.00 0.46 0.46 4 13.97 -0.01 -0.25 -0.26 0.00 0.62 0.62 5 17.46 -0.01 -0.28 -0.29 0.00 0.78 0.78 6 20.96 -0.01 -0.24 -0.25 0.00 0.62 0.62 7 24.45 -0.01 -0.20 -0.21 0.00 0.47 0.47 8 27.94 -0.01 -0.15 -0.15 0.00 0.31 0.31 9 31.44 0.00 -0.08 -0.08 0.00 0.15 0.15 10 34.93 0.00 0.00 0.00 0.00 0.00 0.00 Only slab compression stresses tabulated. Constructibility of Web in Bending Girder 5 Web Compression Bending Stress for Constructibility - ksi Tenth Noncomp. Dead Noncomp. Dead Allowable Ratio Point Factored Mom Web Bending (6-3),(6-8) Stress 0 0.44 0.00 50.04 0.000 1 278.75 0.97 50.04 0.019 2 534.36 1.87 50.04 0.037 3 766.82 2.68 50.04 0.053 4 975.65 3.41 50.04 0.068 5 1160.94 4.05 50.04 0.081 6 979.84 3.42 50.04 0.068 7 773.54 2.70 50.04 0.054 8 541.77 1.89 50.04 0.038 9 284.05 0.99 50.04 0.020 10 0.00 0.00 50.04 0.000 Top Flange Overload Stress Girder 5 Top Flange 10.57 Overload Stress - ksi Tenth Loc Noncomp Comp 1.67 Max 1.67 Min Allowable Ratio Dead Dead LL+I LL+I 0 0.00 0.00 0.00 0.00 0.00 47.54 0.000 1 3.49 -0.72 -0.04 -0.36 0.10 47.54 0.024 2 6.99 -1.38 -0.08 -0.66 0.19 47.54 0.045 3 10.48 -1.98 -0.11 -0.88 0.29 47.54 0.063 4 13.97 -2.52 -0.14 -1.02 0.39 47.54 0.077 5 17.46 -3.00 -0.16 -1.13 0.49 47.54 0.090 6 20.96 -2.53 -0.13 -0.98 0.39 47.54 0.077 7 24.45 -2.00 -0.10 -0.81 0.29 47.54 0.061 8 27.94 -1.40 -0.07 -0.59 0.19 47.54 0.043 9 31.44 -0.73 -0.04 -0.31 0.10 47.54 0.023 10 34.93 0.00 0.00 0.00 0.00 47.54 0.000 Bottom Flange Overload Stress Girder 5 Bottom Flange 10.57 Overload Stress - ksi Tenth Loc Noncomp Comp 1.67 Max 1.67 Min Allowable Ratio Dead Dead LL+I LL+I 0 0.00 0.00 0.00 0.00 0.00 47.54 0.000 1 3.49 0.53 0.05 0.66 -0.08 47.54 0.026 2 6.99 1.02 0.09 1.24 -0.16 47.54 0.049 3 10.48 1.46 0.12 1.69 -0.25 47.54 0.069 4 13.97 1.86 0.15 2.01 -0.33 47.54 0.085 5 17.46 2.21 0.18 2.28 -0.41 47.54 0.098 6 20.96 1.87 0.15 2.04 -0.33 47.54 0.085 7 24.45 1.47 0.12 1.73 -0.25 47.54 0.070 8 27.94 1.03 0.09 1.28 -0.17 47.54 0.050 9 31.44 0.54 0.05 0.69 -0.08 47.54 0.027 10 34.93 0.00 0.00 0.00 0.00 47.54 0.000 Factored Noncomp Dead Wet Concrete Bending Stress Girder 5 Factored Noncomp Dead Wet Concrete Stresses - ksi [While the constructibility load factor is used for this table, slab pouring is not. Actual stresses are dependent on the pouring sequence and may be significantly different from those printed here.] Tenth Loc Top Allow- bottom Allow- Point Flange able Flange able 0 0.0 0.0 50.0 0.0 50.0 1 3.5 -1.0 50.0 0.7 50.0 2 7.0 -1.9 50.0 1.4 50.0 3 10.5 -2.8 50.0 2.0 50.0 4 14.0 -3.5 50.0 2.6 50.0 5 17.5 -4.2 50.0 3.1 50.0 6 21.0 -3.5 50.0 2.6 50.0 7 24.5 -2.8 50.0 2.1 50.0 8 27.9 -2.0 50.0 1.4 50.0 9 31.4 -1.0 50.0 0.8 50.0 10 34.9 0.0 50.0 0.0 50.0 Factored Strengths Girder 5 Factored Strengths Tenth Loc Factored Shear Factored Bending Point Shear Strength Moment Strength (k ) (k ) Ratio (k-ft) (k-ft) Ratio 0 0.00 210.3 770.4 (5) 0.273 1.0 20137.5 (20) 0.000 1 3.49 200.2 770.4 (5) 0.260 684.4 20448.3 (20) 0.033 2 6.99 184.0 770.4 (5) 0.239 1294.5 20767.8 (20) 0.062 3 10.48 167.3 770.4 (5) 0.217 1809.0 21095.6 (20) 0.086 4 13.97 149.4 770.4 (5) 0.194 2213.2 21431.2 (20) 0.103 5 17.46 88.1 770.4 (5) 0.114 2570.3 21774.1 (20) 0.118 6 20.96 147.5 770.4 (5) 0.191 2246.4 22123.7 (20) 0.102 7 24.45 172.2 770.4 (5) 0.224 1847.8 22479.4 (20) 0.082 8 27.94 191.4 770.4 (5) 0.248 1340.0 22840.6 (20) 0.059 9 31.44 214.8 770.4 (5) 0.279 715.2 23206.6 (20) 0.031 10 34.93 217.9 770.4 (5) 0.283 0.0 23576.8 (20) 0.000 Moment shifting because of compact section is reflected in this table. Shear Strength at Intermediate Transverse Stiffeners not Located at a Tenth Point (5) C 0.58 Fyw D t (20) compact section Max Stiffener Spacing for Stiffened Web - 6.3 Tenth Pt. Max Actual Spcng Spcng 0 35.00 209.65 Treated as unstiffened - Max spacing = 35.0 Actual spacing = 209.6 1 210.00 209.65 2 210.00 209.65 3 210.00 209.65 4 210.00 209.65 5 210.00 209.65 6 210.00 209.50 7 210.00 209.50 8 210.00 209.50 9 210.00 209.50 10 35.00 209.50 Treated as unstiffened - Max spacing = 35.0 Actual spacing = 209.5 Load Factor Ratings Girder 5 Load Factor Ratings Span 1 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 20137.5 C 770.4 >999. >999. 5.46 9.11 3.49 20448.3 T 770.4 50.39 84.15 5.66 9.45 6.99 20767.8 T 770.4 26.96 45.02 6.19 10.34 10.48 21095.6 T 770.4 19.74 32.97 6.83 11.41 13.97 21431.2 T 770.4 16.72 27.93 7.71 12.87 17.46 21774.1 T 770.4 14.79 24.69 7.42 12.40 20.96 22123.7 T 770.4 16.88 28.19 7.81 13.04 24.45 22479.4 T 770.4 20.43 34.13 6.50 10.86 27.94 22840.6 T 770.4 28.25 47.18 5.82 9.71 31.44 23206.6 T 770.4 53.79 89.83 5.09 8.49 34.93 23576.8 C 770.4 >999. >999. 5.21 8.71 ***************************************************** Minimum rating is 5.09 at location 31.44 in span 1. ***************************************************** Moment Capacity Codes C - Compact B - Braced non-compact U - Unbraced non-compact T - Transition between compact and braced non-compact S - Serviceability This table is based on eq. (6-1a) of the AASHTO Manual for Condition Evaluation of Bridges. Noncompact shapes ratings based on stress, as Fb - Dead load factored stress IR = -------------------------------- LL+I factored stress Noncompact shape moment capacity is the product of allowable stress and LL+I section modulus. Bearing Stiffener Stress Girder 5 Bearing Stiffeners Location Service Allowable Actual Ratio Allowable Actual Ratio from Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress 34.93 221.59 49.84 6.46 0.130 67.55 10.08 0.149 Fatigue Stress Girder 5 Fatigue Summary Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) (k-ft) Range Range Girder Base metal 3.49 B 112.17 0.25 8.00 0.031 Base metal 6.99 B 216.40 0.47 8.00 0.059 Base metal 10.48 B 305.37 0.67 8.00 0.083 Base metal 13.97 B 376.42 0.82 8.00 0.103 Base metal 17.46 B 433.70 0.95 8.00 0.118 Base metal 20.96 B 384.16 0.83 8.00 0.104 Base metal 24.45 B 315.71 0.68 8.00 0.085 Base metal 27.94 B 229.53 0.49 8.00 0.062 Base metal 31.44 B 119.91 0.26 8.00 0.032 Near flg-web weld 3.49 B 112.17 0.23 8.00 0.029 Near flg-web weld 6.99 B 216.40 0.45 8.00 0.056 Near flg-web weld 10.48 B 305.37 0.63 8.00 0.079 Near flg-web weld 13.97 B 376.42 0.78 8.00 0.097 Near flg-web weld 17.46 B 433.70 0.90 8.00 0.112 Near flg-web weld 20.96 B 384.16 0.79 8.00 0.099 Near flg-web weld 24.45 B 315.71 0.65 8.00 0.081 Near flg-web weld 27.94 B 229.53 0.47 8.00 0.059 Near flg-web weld 31.44 B 119.91 0.24 8.00 0.031 Trans. stiff. toe 17.47 C' 433.62 0.90 6.00 0.150 Full depth conn PL 17.47 C' 433.61 0.90 6.00 0.150 Allowable range determined by: Life 75 yrs Avg daily trk traffic 4000 Max Performance Ratios Girder 5 Maximum Performance Ratios Criterion Location Max ft Performance Ratio Shear 34.93 0.283 Bending 17.46 0.118 Fatigue 17.47 0.150 Bearing Stf. 34.93 0.149 Shear Connectors - 2003 Guide Spec Fatigue Truck Maximum Pitch for 0.875 x 4.50 Stud Connectors for Fatigue Tenth Location Shear Studs in Max Pitch Point Range a Line (k ) (in) 0 0.00 16.21 T 2 28.79 * 1 3.49 16.01 T 2 28.71 * 2 6.99 14.68 T 2 30.87 * 3 10.48 14.78 T 2 30.25 * 4 13.97 15.65 T 2 28.21 * 5 17.46 18.00 T 2 24.24 * 6 20.96 15.77 T 2 27.36 * 7 24.45 17.51 T 2 24.38 * 8 27.94 17.76 T 2 23.80 9 31.44 20.43 T 2 20.50 10 34.93 17.94 T 2 23.14 * Use 24 inches as per AASHTO 10.38.5.1. Minimum Total Number of Connectors for Ultimate Strength Beg TP End TP Beg Loc End Loc Number Weight Volume Weight cu ft k Top Flange 8.72 4.27 Web 12.73 6.24 Bottom Flange 14.68 7.19 Flange-Web Weld 0.08 Bearing Stiffeners 1.96 0.96 Intermediate Stiff. 0.46 0.23 Steel in extensions 1.01 Total Steel 19.98 Slab 175.24 26.29 Flange Haunch 35.16 5.27 Concrete in extensions 1.37 Total Concrete 32.93 Total Steel and Concrete 52.90 Does not include weight of bracing, which can be found in bracing output stiffness tables. (Noncomposite weight data used in girder input is used for analysis loading.) Deflections Girder 5 Service Deflections - in Tenth Total Steel Wet Super- Max Max Pt Noncomp Con- Imposed LL+I LL+I Dead crete Dead Down Up Support 1.551 0.487 1.064 0.106 0.607 0.073 1 1.409 0.442 0.966 0.096 0.550 0.066 2 1.263 0.397 0.866 0.086 0.493 0.059 3 1.115 0.351 0.764 0.076 0.434 0.051 4 0.964 0.303 0.661 0.065 0.375 0.044 5 0.810 0.255 0.555 0.055 0.314 0.037 6 0.654 0.206 0.448 0.044 0.253 0.030 7 0.494 0.156 0.339 0.034 0.191 0.022 8 0.332 0.105 0.228 0.023 0.128 0.015 9 0.168 0.053 0.115 0.011 0.065 0.007 Support 0.000 0.000 0.000 0.000 0.000 0.000 Influence surfaces for defl developed assuming unequal participation of girders in resisting deflection. Loc Brace 17.47 0.810 0.255 0.555 0.055 0.314 0.037 Positive dead load deflection is downward. Live load deflection as indicated in column heading. Status run completed FILE=R6.WRN 1. AASHTO 10.48.5.3 violation (w/t ratio of stf.) near TP 11 (Web still considered stiffened for stress determ.) 2. No web splice locations have been given. 3. Violation of (6-13) in 6.5 of 2003 crvd gdr guide spec - bs/ts ratio. bs/ts =17.23 Limit =11.56 (Above warnings may not be comprehensive.) FILE=R6.OUT *************************************************************** MDX Steel Highway Girder Design Program, Version 6.5.1977 Load Factor Design - Composite Girder Copyright (c) 1992-2012 MDX Software, Inc. Ph:573-446-3221 Fax:573-446-3278 Email: support@mdxsoftware.com *************************************************************** Jul 23, 2013 - 4:43 pm Files: HS20 Load Rating.R6 R6.OUT Contents of data file- ************************************************** ID: HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING CONDITIONS ENGLISH OUTPUT FULL DEPTH CONNECTION PLATES INTERMEDIATE TRANSVERSE STIFFENERS BOTH SIDES OF WEB LFD METHOD M270M-345 STEEL M270M-345 STIFFENER STEEL METRIC INPUT PARABOLIC INTERPOLATION RATE MODE SINGLE BEARING STIFFENERS EACH SIDE STANDARD RESOLUTION OUTPUT SYSTEM FORCES DATA BR 4.6574 4.6573 4.6579 4.6582 4.6575 4.6949 4.8105 5.3251 5.3251 5.3253 5.3251 5.3243 5.3251 5.3251 5.3221 BSPL 21.561 19.66 ESLABW 1916. 1973. 2033. 2096. 2163. 2234. 2308. 2385. 2460. 2460. 2460. 2460. 2460. 2460. 2174. 2460. 2460. 2460. 2460. 2460. 2460. FPC 31. HAUNCH 150. HAUNCW 835. IGIRD 6 RAD 235.354 235.354 235.354 235.354 235.354 235.354 235.354 235.354 235.354 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. SLABT 230. SLABWEAR 25. SPLBFT 64. 48. 64. SPLBFW 610. SPLTFT 38. 48. 38. SPLTFW 610. SPLTST 10. SPLTSW 180. SPLWD 1778. SPLWT 19. SPN 32.7937 42.597 SS 25. STFGAP 0. SUPBST 30. SUPBSW 270. TSLABW 1916. 1973. 2033. 2096. 2163. 2234. 2308. 2385. 2466. 2563. 2677. 2877. 3119. 2789. 2174. 2466. 2758. 2760. 2712. 2712. 2712. TSPL 21.561 19.66 TSSP 4657. 4657. 4658. 4658. 4657. 4695. 10136. 5325. 5325. 5325. 5324. 5325. 5325. WCONC 23562.998 GO ************************************************** Case Data Girder 6 Case Data - HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING AASHTO Specification Load Factor Method 17th Edition Standard Specifications for Highway Bridges 2003 Horizontally Curved Steel Girder Guide Specification Dimensions (additional information available in Dimensions table) Given dimensions- Web Depth 70.00 in Web Thickness 0.75 in Trans. Stiff. Width 7.09 in Trans. Stiff. Thickness 0.39 in Bearing Stiff. Width 10.63 in 10.63 in 10.63 in Bearing Stiff. Thickness 1.18 in 1.18 in 1.18 in Execution Mode Rate Mode Geometry Brace locations 0.00 ft 15.28 ft 30.56 ft 45.84 ft 61.12 ft 76.41 ft 91.81 ft 107.59 ft 125.06 ft 142.53 ft 160.00 ft 177.47 ft 194.94 ft 212.41 ft 229.88 ft 247.34 ft Unbraced length of comp. flange at support 2 is 17.47 ft. Cover plates No cover plates Curvature Radius of curvature 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 772.16 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 2003 Guide Spec. for Horizontally Curved Steel Girder Bridges Flange splices Top flange splice locations 70.74 ft 135.24 ft Bottom flange splice locations 70.74 ft 135.24 ft Girder Type Plate Girder Composite Behavior Composite region for composite loading - 0. - 247.34 ft Span lengths 107.59 ft 139.75 ft Stiffeners Bearing Stiffeners Single bearing stiffeners each side Longitudinal Stiffeners No longitudinal stiffener Transverse Stiffeners Transverse stiffeners both sides Stiffener transitions 30.56 ft 61.12 ft 76.40 ft 91.80 ft 107.59 ft 125.06 ft 177.47 ft 194.94 ft 229.88 ft Stiffener clips 0.98 in Web haunches No web haunches Fatigue Allowable weld stress 18.00 ksi AWS minimum welds Impact Impact factors assigned in GSA program Loading Load Factors gamma, beta 1.300 1.670 Constructibility 1.400 Forms weight factor 1.000 Unshored construction Material Concrete Unit wt of concrete 150. lb/cu ft Slab t for strength 8.07 in 8.07 in Concrete strength 4.50 ksi Effective slab width 75.43 in 77.68 in 80.04 in 82.52 in 85.16 in 87.95 in 90.87 in 93.90 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 85.59 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in Neg mom rebar area 7.82 in2 Rebar placement from bottom of slab 4.55 in Negative mom. slab used in dead load 2 analysis Slab haunch 5.91 in 5.91 in Slab haunch width 32.87 in 32.87 in Self weight slab width by tenth pt 75.43 in 77.68 in 80.04 in 82.52 in 85.16 in 87.95 in 90.87 in 93.90 in 97.09 in 100.91 in 105.39 in 113.27 in 122.80 in 109.80 in 85.59 in 97.09 in 108.58 in 108.66 in 106.77 in 106.77 in 106.77 in Steel Web splice section 1 Steel grade M270-50 Rebar yield 60.00 ksi Summary tables Standard resolution summary tables Units Input Units: Metric Output Units: U.S. Customary END OF CASE DATA * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * (Nonprismatic section used for this analysis.) Service load shear (kips) and moment (kip-ft) at span tenth points on web section 1 Max live load+impact shear 108.4L 98.7L 46.3T 41.3T -43.5T -51.2T -58.4T -69.3T -77.3T -89.7T -96.0T 100.4T 106.5T 82.1T -57.9T 59.9T -43.7T -45.5T -59.0T -53.9T -70.9T Dead load 1 shear 88.2 73.2 15.7 -10.5 -26.3 -45.6 -65.8 -82.2 -102.3 -118.6 -135.8 145.1 126.9 109.9 -1.5 24.5 1.5 -18.0 -67.0 -58.3 -81.7 Dead load 2 shear 9.7 7.8 2.0 -0.8 -2.7 -4.7 -6.7 -8.6 -10.6 -12.3 -14.2 16.8 12.7 11.2 0.4 2.2 -0.2 -1.9 -6.4 -6.2 -8.6 (Shear value at an interior support is at left of support.) Max live load+impact moment 0.6L 969.2T 1452.0T 1593.0T 1565.4T 1448.1T 1251.1T 979.2T 643.4T 383.6T 318.1L 610.0T 1278.1T 1844.5T 1982.7T 1663.2T 1693.4T 1609.3T 1286.1T 777.7T 0.0T Min live load+impact moment -0.9T -350.0L -538.6L -613.4L -647.9L -679.8L -712.9L -775.3L -1003.3L -1444.5L -2126.2L -1236.6L -881.2L -770.0L -661.7L -459.3L -373.2L -290.5L -191.7L -83.8L 0.0L Dead load 1 moment -0.3 868.1 1309.3 1376.8 1179.0 783.9 191.5 -604.5 -1612.1 -2802.1 -4170.6 -1977.9 -58.7 1585.8 2650.8 2486.7 2670.3 2560.1 1965.9 978.3 0.0 Dead load 2 moment 0.0 93.8 143.0 152.7 133.5 93.4 32.3 -50.0 -153.9 -277.5 -420.2 -202.4 -10.3 156.7 266.9 255.8 269.8 258.2 200.5 103.2 0.0 * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Rate Web depth = 70.0000 in Web thickness = 0.7500 in Tenth Top Flange Min Top Bott Flange Min Bott Flange to Web Weld Point Width Flange t Width Flange t Top Bott 0 24.02 1.496 24.02 2.520 5/16 5/16 1 24.02 1.496 24.02 2.520 5/16 5/16 2 24.02 1.496 24.02 2.520 5/16 5/16 3 24.02 1.496 24.02 2.520 5/16 5/16 4 24.02 1.496 24.02 2.520 5/16 5/16 5 24.02 1.496 24.02 2.520 5/16 5/16 6 24.02 1.496 24.02 2.520 5/16 5/16 7 24.02 1.890 24.02 1.890 5/16 5/16 8 24.02 1.890 24.02 1.890 5/16 5/16 9 24.02 1.890 24.02 1.890 5/16 5/16 10 24.02 1.890 24.02 1.890 5/16 5/16 11 24.02 1.890 24.02 1.890 5/16 5/16 12 24.02 1.496 24.02 2.520 5/16 5/16 13 24.02 1.496 24.02 2.520 5/16 5/16 14 24.02 1.496 24.02 2.520 5/16 5/16 15 24.02 1.496 24.02 2.520 5/16 5/16 16 24.02 1.496 24.02 2.520 5/16 5/16 17 24.02 1.496 24.02 2.520 5/16 5/16 18 24.02 1.496 24.02 2.520 5/16 5/16 19 24.02 1.496 24.02 2.520 5/16 5/16 20 24.02 1.496 24.02 2.520 5/16 5/16 2 - 10.75 x 1.125 brng. stf. at 107.59 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 247.34 ft from left end of web section 7.00 x 0.41 transverse stiffeners Composite section properties at max positive moment - n = 8 I = 284307. in4 S (top steel) = 11910.71 in3 S (bottom steel) = 5669.58 in3 S (concrete) = 7821.33 in3 Neutral axis from bottom flange = 50.15 in Composite section properties at max positive moment - n = 24 I = 204411. in4 S (top steel) = 5953.12 in3 S (bottom steel) = 5151.61 in3 S (concrete) = 4366.16 in3 Neutral axis from bottom flange = 39.68 in Section properties of girder alone at max positive moment I = 141394. in4 S (top) = 3318.76 in3 S (bottom) = 4501.34 in3 Neutral axis from bottom flange = 31.41 in Section properties of girder alone at max negative moment I = 138740. in4 S (top) = 3760.94 in3 S (bottom) = 3760.94 in3 Neutral axis from bottom flange = 36.89 in Composite section properties at max negative moment I = 154054. in4 S (top of steel) = 4460.38 in3 S (bottom of steel) = 3925.79 in3 S (reinf) = 3574.23 in3 Neutral axis from bottom flange = 39.24 in * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Web Section 1 Stresses ----------------------- Factored Shear Factored Bending Tenth Shear Strength Moment Strength Point (k ) (k ) Ratio (k-ft) (k-ft) Ratio 0 362.5 770.4 (5) 0.471 2.5 13838.7 (9) 0.000 1 319.6 770.4 (5) 0.415 3354.5 21562.3 (6) 0.156 2 123.5 770.4 (5) 0.160 5040.3 21527.1 (6) 0.234 3 88.6 770.4 (5) 0.115 5446.8 21607.5 (6) 0.252 4 132.1 770.4 (5) 0.171 5104.8 21845.6 (6) 0.234 5 176.6 770.4 (5) 0.229 4284.3 22183.6 (6) 0.193 6 221.1 770.4 (5) 0.287 3007.0 23213.6 (6) 0.130 7 268.4 770.4 (5) 0.348 2534.1 15656.6 (9) 0.162 8 314.6 770.4 (5) 0.408 4474.1 15542.2 (9) 0.288 9 365.0 874.9 (5) 0.417 7139.6 15489.6 (10) 0.461 10L 403.3 874.9 (5) 0.461 10583.9 15370.5 (10) 0.689 10R 448.4 856.3 (5) 0.524 10583.9 15370.5 (10) 0.689 11 428.5 856.3 (5) 0.500 5518.9 15401.1 (10) 0.358 12 412.7 856.3 (5) 0.482 2685.0 23127.1 (10) 0.116 13 335.6 856.3 (5) 0.392 6269.5 23740.3 (20) 0.264 14 127.2 856.3 (5) 0.149 8097.4 22308.1 (20) 0.363 15 164.9 856.3 (5) 0.193 7176.0 23740.3 (20) 0.302 16 93.2 856.3 (5) 0.109 7498.4 23740.3 (20) 0.316 17 124.5 856.3 (5) 0.145 7157.7 23740.3 (20) 0.302 18 223.5 856.3 (5) 0.261 5608.4 23740.3 (20) 0.236 19 200.7 770.4 (5) 0.260 3094.3 23740.3 (20) 0.130 20 271.4 770.4 (5) 0.352 0.0 20538.7 (10) 0.000 Stiffeners Location 15.28 237.2 770.4 (5) 0.308 30.56 94.2 770.4 (5) 0.122 45.84 143.7 770.4 (5) 0.186 61.12 206.9 770.4 (5) 0.269 76.40 273.1 770.4 (5) 0.354 91.80 341.4 770.4 (5) 0.443 125.06 424.6 856.3 (5) 0.496 142.53 374.2 856.3 (5) 0.437 160.00 179.3 856.3 (5) 0.209 194.94 101.1 856.3 (5) 0.118 212.41 174.0 856.3 (5) 0.203 229.88 206.4 856.3 (5) 0.241 (5) C 0.58 Fyw D t (20) compact section (6) Fy S(equiv) Maximum moment in factored strength expression (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 5681.92 5968.02 Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 0.00 0.00 0.00 0.000 0.000 0.000 0.000 15.28 9.90 0.82 0.083 0.166 0.033 0.033 30.56 12.55 1.04 0.083 0.167 0.042 0.042 45.84 11.26 0.94 0.084 0.168 0.038 0.038 61.12 7.59 0.65 0.086 0.172 0.026 0.026 76.41 8.38 0.70 0.083 0.167 0.028 0.028 91.81 18.11 0.00 0.000 0.000 0.000 0.000 107.59 33.08 0.00 0.000 0.000 0.000 0.000 125.06 13.49 0.00 0.000 0.000 0.000 0.000 142.53 10.14 0.00 0.000 0.000 0.000 0.000 160.00 18.55 0.00 0.000 0.000 0.000 0.000 177.47 16.95 0.00 0.000 0.000 0.000 0.000 194.94 17.71 0.00 0.000 0.000 0.000 0.000 212.41 15.47 0.00 0.000 0.000 0.000 0.000 229.88 8.87 0.00 0.000 0.000 0.000 0.000 247.34 0.00 0.00 0.000 0.000 0.000 0.000 Bearing Stiffeners Location Factored Allowable Actual Ratio Allowable Actual Ratio From Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress (ft) (k ) (ksi) (ksi) (ksi) (ksi) 107.59 768.23 49.84 22.39 0.449 67.55 34.96 0.518 107.59 768.23 49.84 22.39 0.449 67.55 34.96 0.518 247.34 274.23 49.84 7.99 0.160 67.55 12.48 0.185 247.34 274.23 49.84 7.99 0.160 67.55 12.48 0.185 Fatigue Truck Loading Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) Range Range Girder Base metal 10.76 B 726.52 1.55 8.00 0.194 Base metal 21.52 B 1098.87 2.41 8.00 0.301 Base metal 32.28 B 1218.62 2.65 8.00 0.332 Base metal 43.04 B 1258.61 2.69 8.00 0.336 Base metal 53.80 B 1247.70 2.72 8.00 0.341 Base metal 64.55 B 1175.72 2.48 8.00 0.310 Base metal 75.31 C 1056.50 0.95 5.00 0.189 Base metal 86.07 C 904.95 0.79 5.00 0.158 Base metal 96.83 C 883.48 1.97 5.00 0.395 Base metal 107.59 C 1006.14 2.40 5.00 0.479 Base metal 121.57 C 885.73 1.82 5.00 0.363 Base metal 135.54 C 1186.42 2.15 5.00 0.430 Base metal 149.52 B 1540.32 3.43 8.00 0.429 Base metal 163.49 B 1550.33 3.44 8.00 0.430 Base metal 177.47 B 1288.91 2.82 8.00 0.352 Base metal 191.44 B 1222.70 2.66 8.00 0.332 Base metal 205.42 B 1138.05 2.46 8.00 0.307 Base metal 219.39 B 871.23 1.87 8.00 0.234 Base metal 233.37 B 499.12 1.07 8.00 0.133 Near flg-web weld 10.76 B 726.52 1.47 8.00 0.184 Near flg-web weld 21.52 B 1098.87 2.22 8.00 0.277 Near flg-web weld 32.28 B 1218.62 2.46 8.00 0.307 Near flg-web weld 43.04 B 1258.61 2.53 8.00 0.316 Near flg-web weld 53.80 B 1247.70 2.50 8.00 0.313 Near flg-web weld 64.55 B 1175.72 2.35 8.00 0.294 Near flg-web weld 75.31 B 1056.50 0.90 8.00 0.112 Near flg-web weld 86.07 B 904.95 0.75 8.00 0.093 Near flg-web weld 96.83 B 883.48 1.87 8.00 0.233 Near flg-web weld 107.59 B 1006.14 2.26 8.00 0.283 Near flg-web weld 121.57 B 885.73 1.72 8.00 0.215 Near flg-web weld 135.54 B 1186.42 2.58 8.00 0.322 Near flg-web weld 149.52 B 1540.32 3.26 8.00 0.408 Near flg-web weld 163.49 B 1550.33 3.27 8.00 0.408 Near flg-web weld 177.47 B 1288.91 2.68 8.00 0.335 Near flg-web weld 191.44 B 1222.70 2.53 8.00 0.316 Near flg-web weld 205.42 B 1138.05 2.34 8.00 0.292 Near flg-web weld 219.39 B 871.23 1.78 8.00 0.223 Near flg-web weld 233.37 B 499.12 1.01 8.00 0.127 Top Flg. splice 70.74 B 1111.15 2.00 8.00 0.250 Top Flg. splice 135.24 B 1179.36 2.15 8.00 0.268 Bot.Flg. splice 70.74 B 1111.15 3.22 8.00 0.403 Bot.Flg. splice 135.24 B 1179.36 3.29 8.00 0.411 Trans. stiff. toe 160.00 C' 1547.83 3.27 6.00 0.545 Full depth conn PL 160.00 C' 1547.83 3.27 6.00 0.545 Rebars 107.59 1584.44 5.32 20.00 0.266 * wheel distribution given in GSA program * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Cost Schedule for Web Section 1 -------------------------------- lb Flange 79925.5 Web 44187.1 Web stiffeners 1580.5 Bearing stiff. 960.2 Total steel 126653.4 Welding Vol lbs Flange-web 579.7 164.4 Trans.stiff.-web ( 1/ 4 cont.) 122.5 34.7 Brng.stiff.( 2)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 3)-web( 5/16 cont.) 13.7 3.9 Total welding * 729.6 206.9 Total steel and weld 126860.2 Summary Tables Governing Service Shear Girder 6 Service Shear -k Tenth Location Noncomp Comp Max LL+I Range Point Dead Dead 0 0.00 88.19 9.66 108.39 L 144.14 1 10.76 73.20 7.78 98.71 L 133.60 2 21.52 15.72 2.00 46.28 T 63.96 3 32.28 -10.54 -0.84 41.33 T 75.33 4 43.04 -26.27 -2.72 -43.46 T 75.13 5 53.80 -45.60 -4.70 -51.21 T 85.32 6 64.55 -65.81 -6.71 -58.41 T 92.33 Top flg.spl. 70.74 -74.77 -7.77 -65.01 91.37 Bot flg.spl. 70.74 -74.77 -7.77 -65.01 91.37 7 75.31 -82.20 -8.59 -69.28 T 92.68 8 86.07 -102.32 -10.62 -77.29 T 102.49 9 96.83 -118.57 -12.33 -89.73 T 112.36 10 107.59L -135.76 -14.21 -95.98 T 112.30 10 107.59R 168.50 16.81 95.58 L 95.58 11 121.57 145.11 16.81 100.44 T 113.20 Top flg.spl. 135.24 127.28 12.78 106.70 126.62 Bot flg.spl. 135.24 127.28 12.78 106.70 126.62 12 135.54 126.90 12.72 106.51 T 126.61 13 149.52 109.85 11.19 82.11 T 111.90 14 163.49 -1.51 0.42 -57.93 T 103.66 15 177.47 24.47 2.23 59.95 T 115.52 16 191.44 1.55 -0.21 -43.75 T 85.09 17 205.42 -17.99 -1.85 -45.47 T 80.46 18 219.39 -66.99 -6.41 -59.01 T 89.91 19 233.37 -58.26 -6.16 -53.86 T 73.08 20 247.34 -81.72 -8.61 -70.92 T 77.45 Ranges shown in this table not used for fatigue. T - governed by truck loading L - governed by lane loading Fatigue Truck Shear 2003 Guide Spec Girder 6 2003 Guide Spec Fatigue Truck Shear - k Tenth Pt Max LL+I Range 0 28.41 29.73 1 21.99 23.29 2 15.56 18.78 3 17.12 26.37 4 -15.30 25.73 5 -15.56 28.14 6 -14.95 29.17 7 -22.02 28.87 8 -22.81 29.42 9 -29.82 33.30 10 -35.81 35.81 10R 28.37 28.37 11 35.33 35.33 12 42.13 47.01 13 28.20 42.41 14 -18.71 36.28 15 26.87 43.27 16 -18.99 37.54 17 -20.55 36.37 18 -22.93 33.60 19 -19.94 29.38 20 -31.32 31.65 Reactions Girder 6 Factored Reactions - k Loc Noncomp Comp LL+I LL+I Max Min Dead Dead Max Min Total Total 107.59 384.36 39.14 344.72 -35.14 768.23 314.08 Steel 120.49 Conc 263.88 247.34 108.27 11.19 155.12 -14.99 274.57 78.29 Steel 34.36 Conc 73.91 Unfactored Reactions - k Loc Noncomp Comp LL+I LL+I Max Min Dead Dead Max Min Total Total 107.59 295.66 30.11 158.78 -16.19 484.56 309.59 Steel 92.68 Conc 202.98 247.34 83.29 8.60 71.45 -6.90 163.34 84.99 Steel 26.43 Conc 56.85 Reactions in girder output include weight in girder extensions at abutments, which is not included in girder system output. Governing Service Moment Girder 6 Service Moment - k-ft Tenth Location Noncomp Comp Max LL+I Min LL+I Range Point Dead Dead 0 0.00 -0.33 -0.05 0.56 L -0.91 T 1.47 1 10.76 868.09 93.75 969.21 T -350.01 L 1319.21 2 21.52 1309.29 143.00 1452.00 T -538.56 L 1990.57 3 32.28 1376.76 152.72 1593.05 T -613.39 L 2206.44 4 43.04 1178.95 133.53 1565.42 T -647.86 L 2213.28 5 53.80 783.90 93.36 1448.12 T -679.75 L 2127.87 6 64.55 191.51 32.25 1251.09 T -712.94 L 1964.03 Top flg.spl 70.74 -240.16 -12.37 1102.64 -728.53 1831.17 Bot.flg.spl 70.74 -240.16 -12.37 1102.64 -728.53 1831.17 7 75.31 -604.54 -50.00 979.20 T -775.30 L 1754.50 8 86.07 -1612.07 -153.95 643.38 T -1003.33 L 1646.72 9 96.83 -2802.13 -277.50 383.64 T -1444.51 L 1828.15 10 107.59 -4170.55 -420.23 318.08 L -2126.16 L 2444.25 11 121.57 -1977.92 -202.36 610.00 T -1236.55 L 1846.55 Top flg.spl 135.24 -97.29 -14.19 1264.73 -886.35 2151.08 Bot.flg.spl 135.24 -97.29 -14.19 1264.73 -886.35 2151.08 12 135.54 -58.70 -10.30 1278.10 T -881.25 L 2159.35 13 149.52 1585.76 156.65 1844.50 T -770.01 L 2614.52 14 163.49 2650.77 266.91 1982.70 T -661.75 L 2644.44 15 177.47 2486.74 255.76 1663.15 T -459.29 L 2122.44 16 191.44 2670.26 269.84 1693.35 T -373.25 L 2066.60 17 205.42 2560.10 258.22 1609.34 T -290.46 L 1899.80 18 219.39 1965.89 200.50 1286.08 T -191.68 L 1477.76 19 233.37 978.29 103.22 777.67 T -83.76 L 861.43 20 247.34 0.00 0.00 0.00 T 0.00 L 0.01 T - governed by truck loading L - governed by lane loading Range shown in this table not used for fatigue. At Bracing Brace No. 2 15.28 1105.53 119.87 1231.27 -448.80 3 30.56 1383.78 153.11 1581.85 -604.15 4 45.84 1094.95 125.08 1543.48 -656.43 5 61.12 402.47 54.03 1322.03 -699.19 6 76.41 -697.12 -59.56 948.05 -790.88 7 91.81 -2224.30 -217.43 480.74 -1208.60 8 107.59 -4170.55 -420.23 318.08 -2126.16 9 125.06 -1472.26 -151.90 741.82 -1097.58 10 142.53 798.24 76.35 1574.14 -795.10 11 160.00 2500.02 250.75 1991.07 -697.60 12 177.47 2486.74 255.77 1663.08 -459.22 13 194.94 2670.24 269.34 1683.03 -352.21 14 212.41 2323.19 235.09 1477.45 -243.02 15 229.88 1223.69 128.03 929.65 -108.41 Fatigue Truck Moment 2003 Guide Spec Girder 6 2003 Guide Spec. Fatigue Truck Moment - k-ft Tenth Location Max LL+I Min LL+I Range Point 0 0.00 0.40 -0.71 1.11 1 10.76 758.49 -210.21 968.69 2 21.52 1158.96 -306.20 1465.16 3 32.28 1271.75 -353.08 1624.83 4 43.04 1254.15 -424.00 1678.15 5 53.80 1166.58 -497.02 1663.60 6 64.55 993.98 -573.65 1567.62 Top flg.spl 70.74 862.89 -618.64 1481.54 Bot.flg.spl 70.74 862.89 -618.64 1481.54 7 75.31 752.81 -655.86 1408.67 8 86.07 450.05 -756.55 1206.60 9 96.83 295.57 -882.40 1177.98 10 107.59 228.14 -1113.38 1341.52 11 121.57 415.64 -765.33 1180.97 Top flg.spl 135.24 881.36 -691.12 1572.48 Bot.flg.spl 135.24 881.36 -691.12 1572.48 12 135.54 892.41 -689.48 1581.89 13 149.52 1440.02 -613.74 2053.76 14 163.49 1555.71 -511.39 2067.10 15 177.47 1358.48 -360.06 1718.54 16 191.44 1337.52 -292.74 1630.26 17 205.42 1289.32 -228.09 1517.41 18 219.39 1011.57 -150.08 1161.65 19 233.37 600.71 -64.79 665.50 20 247.34 0.00 0.00 0.01 Does not include 0.75 factor. Service Force Summary Tables Force Summary at Tenth Points (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 88 10 108 0 0 -1 -1 0 0 4 10.76 73 8 99 868 94 969 -350 0 0 4 21.52 16 2 46 1309 143 1452 -539 0 0 -4 32.28 -11 -1 41 1377 153 1593 -613 0 0 -4 43.04 -26 -3 -43 1179 134 1565 -648 0 0 -4 53.80 -46 -5 -51 784 93 1448 -680 0 0 5 64.55 -66 -7 -58 192 32 1251 -713 0 0 6 75.31 -82 -9 -69 -605 -50 979 -775 0 0 6 86.07 -102 -11 -77 -1612 -154 643 -1003 0 0 8 96.83 -119 -12 -90 -2802 -278 384 -1445 0 0 9 107.59 -136 -14 -96 -4171 -420 318 -2126 0 0 9 107.59R 168 17 96 -4171 -420 -96 -16 0 0 0 121.57 145 17 100 -1978 -202 610 -1237 0 0 8 135.54 127 13 107 -59 -10 1278 -881 0 0 6 149.52 110 11 82 1586 157 1845 -770 0 0 4 163.49 -2 0 -58 2651 267 1983 -662 -1 0 -7 177.47 24 2 60 2487 256 1663 -459 -1 0 -7 191.44 2 0 -44 2670 270 1693 -373 0 0 -3 205.42 -18 -2 -45 2560 258 1609 -290 0 0 5 219.39 -67 -6 -59 1966 201 1286 -192 0 0 4 233.37 -58 -6 -54 978 103 778 -84 0 0 6 247.34 -82 -9 -71 0 0 0 0 0 0 6 Force Summary at Quarter Points (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 88 10 108 0 0 -1 -1 0 0 4 26.90 1 0 54 1376 151 1544 -581 0 0 4 53.80 -46 -5 -51 784 93 1448 -680 0 0 -5 80.69 -93 -10 -73 -1085 -100 802 -863 0 0 -7 107.59 -136 -14 -96 -4171 -420 318 -2126 0 0 9 107.59R 168 17 96 -4171 -420 -96 -16 0 0 0 142.53 118 12 98 798 76 1574 -795 0 0 5 177.47 24 2 60 2487 256 1663 -459 -1 0 -7 212.41 -39 -4 -51 2324 235 1478 -243 0 0 -5 247.34 -82 -9 -71 0 0 0 0 0 0 6 Force Summary at Brace Locations (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 88 10 108 0 0 -1 -1 0 0 4 15.28 54 6 82 1106 120 1231 -449 0 0 2 30.56 -7 0 47 1384 153 1582 -604 0 0 -4 45.84 -31 -3 -53 1095 125 1543 -656 0 0 -2 61.12 -60 -6 -56 402 54 1322 -699 0 0 6 76.41 -84 -9 -70 -697 -60 948 -791 0 0 6 91.81 -111 -12 -85 -2224 -217 481 -1209 0 0 8 107.59 -136 -14 -96 -4171 -420 318 -2126 0 0 9 125.06 169 19 120 -1472 -152 742 -1098 0 0 8 142.53 118 12 98 798 76 1574 -795 0 0 5 160.00 13 2 -47 2500 251 1991 -698 0 0 -5 177.47 24 2 60 2487 256 1663 -459 -1 0 -7 194.94 -4 -1 -54 2670 269 1683 -352 0 0 -1 212.41 -39 -4 -51 2323 235 1477 -243 0 0 6 229.88 -57 -6 -53 1224 128 930 -108 0 0 6 247.34 -82 -9 -71 0 0 0 0 0 0 6 Shear on right side of pier is found in Service Shear table. Truck-lane Moment Range Girder 6 Truck-Lane Moment Ranges - k-ft Tenth Loc ---------- Truck --------- ---------- Lane ----------- Max LL+I Min LL+I Range Max LL+I Min LL+I Range 0 0.00 0.46 -0.85 1.31 0.55 -0.79 1.35 1 10.76 945.14 -238.61 1183.75 858.45 -350.01 1208.45 2 21.52 1414.06 -347.08 1761.14 1306.26 -538.56 1844.82 3 32.28 1549.35 -401.24 1950.59 1449.63 -613.39 2063.02 4 43.04 1531.89 -481.90 2013.79 1411.86 -647.86 2059.72 5 53.80 1430.30 -564.71 1995.01 1276.26 -679.75 1956.01 6 64.55 1247.58 -651.93 1899.50 1053.44 -712.94 1766.38 Top flg.spl 70.74 1102.58 -703.09 1805.67 878.73 -728.68 1607.40 Bot.flg.spl 70.74 1102.58 -703.09 1805.67 878.73 -728.68 1607.40 7 75.31 977.91 -747.42 1725.33 756.24 -775.30 1531.54 8 86.07 626.47 -873.38 1499.85 490.99 -1002.14 1493.13 9 96.83 343.27 -1033.95 1377.21 335.56 -1444.51 1780.07 10 107.59 261.45 -1322.98 1584.44 318.08 -2126.16 2444.25 11 121.57 526.03 -879.39 1405.42 523.95 -1236.55 1760.50 Top flg.spl 135.24 1172.24 -791.70 1963.94 1056.62 -886.43 1943.04 Bot.flg.spl 135.24 1172.24 -791.70 1963.94 1056.62 -886.43 1943.04 12 135.54 1185.64 -789.75 1975.39 1068.97 -881.25 1950.21 13 149.52 1763.29 -699.66 2462.96 1667.73 -762.42 2430.15 14 163.49 1919.95 -581.30 2501.25 1834.88 -655.55 2490.43 15 177.47 1606.10 -409.56 2015.65 1556.97 -455.61 2012.58 16 191.44 1653.44 -333.26 1986.70 1531.52 -370.26 1901.79 17 205.42 1590.25 -259.76 1850.01 1424.43 -288.02 1712.45 18 219.39 1281.10 -170.87 1451.97 1092.71 -190.09 1282.80 19 233.37 775.36 -73.69 849.06 618.78 -83.10 701.88 20 247.34 0.00 0.00 0.01 0.00 0.00 0.01 Range shown in this table not used for fatigue. Service Torque Girder 6 Service Torque - k-ft Tenth Location DL1 DL2 Max LL+I Min LL+I Range Point 0 0.00 0.00 0.05 4.21 -3.73 7.93 1 10.76 0.00 0.05 4.21 T -3.73 L 7.93 2 21.52 -0.22 -0.09 2.77 T -3.68 L 6.45 3 32.28 0.00 -0.01 3.58 T -3.61 L 7.19 4 43.04 0.00 -0.01 3.58 T -3.61 L 7.19 5 53.80 0.11 0.03 4.84 T -4.21 L 9.05 6 64.55 0.15 0.06 6.12 T -5.26 L 11.37 TOP FLG.SPL 70.74 0.16 0.06 5.93 -5.04 10.97 BOT.FLG.SPL 70.74 0.16 0.06 5.93 -5.04 10.97 7 75.31 0.15 0.06 6.12 T -5.26 L 11.38 8 86.07 0.11 0.03 7.71 T -7.00 L 14.71 9 96.83 0.09 0.02 8.64 T -8.28 L 16.92 10 107.59 0.09 0.07 8.64 L -8.28 L 16.92 11 121.57 0.14 0.07 8.14 T -7.69 L 15.82 TOP FLG.SPL 135.24 0.18 0.09 5.84 -5.63 11.46 BOT.FLG.SPL 135.24 0.18 0.09 5.84 -5.63 11.46 12 135.54 0.18 0.09 5.80 T -5.59 L 11.39 13 149.52 0.06 0.05 4.42 T -4.20 L 8.62 14 163.49 -0.51 -0.23 3.04 T -7.18 L 10.22 15 177.47 -0.51 -0.23 3.04 T -7.18 L 10.22 16 191.44 0.14 0.07 3.00 T -3.02 L 6.02 17 205.42 0.10 0.05 5.22 T -4.01 L 9.23 18 219.39 -0.45 -0.21 4.23 T -4.15 L 8.38 19 233.37 0.33 0.13 6.45 T -4.02 L 10.48 20 247.34 0.33 0.13 6.45 -4.02 10.48 Combined Factored Moment Girder 6 Combined Factored Moment - k-ft Tenth Pt Loc Tot Dead+Max LL+I Tot Dead+Min LL+I Moment shifting reflected in this table. 0 0.00 0.72 -2.46 1 10.76 3354.53 490.52 2 21.52 5040.27 718.75 3 32.28 5446.83 656.65 4 43.04 5104.77 299.73 5 53.80 4284.30 -335.31 6 64.55 3007.00 -1256.90 7 75.31 1274.94 -2534.07 8 86.07 -899.05 -4474.06 9 96.83 -3170.64 -7139.56 10 107.59 -5277.46 -10583.92 11 121.57 -1510.06 -5518.92 12 135.54 2685.05 -2002.89 13 149.52 6269.55 593.43 14 163.49 8097.40 2356.32 15 177.47 7175.96 2568.14 16 191.44 7498.40 3011.81 17 205.42 7157.70 3033.23 18 219.39 5608.37 2400.17 19 233.37 3094.28 1224.13 20 247.34 0.01 -0.01 Contraflexure Points Contraflexure Points Service Noncomposite Dead 67.41 ft 136.00 ft Top flange tension for region between contraflexure pts. 67.41 - 136.00 Bottom flange tension for region between contraflexure pts. Service Tot Dead+Max LL+I 77.93 ft 129.21 ft Top flange tension for region between contraflexure pts. 77.93 - 129.21 Bottom flange tension for region between contraflexure pts. Service Tot Dead+Min LL+I 57.27 ft 141.96 ft Top flange tension for region between contraflexure pts. 57.27 - 141.96 Bottom flange tension for region between contraflexure pts. Factored Tot Dead+Max LL+I 79.79 ft 128.25 ft Top flange tension for region between contraflexure pts. 79.79 - 128.25 Bottom flange tension for region between contraflexure pts. Factored Tot Dead+Min LL+I 53.80 ft 143.57 ft Top flange tension for region between contraflexure pts. 53.80 - 143.57 Bottom flange tension for region between contraflexure pts. Factored Composite Dead 69.11 ft 136.33 ft Top flange tension for region between contraflexure pts. 69.11 - 136.33 Bottom flange tension for region between contraflexure pts. Total Dead + 1.67 Min LL+I - 10.57 Overload 48.72 ft 145.89 ft Top flange tension for region between contraflexure pts. 48.72 - 145.89 Bottom flange tension for region between contraflexure pts. Factored DC1+DC2 67.57 ft 136.03 ft Top flange tension for region between contraflexure pts. 67.57 - 136.03 Bottom flange tension for region between contraflexure pts. Dimensions Girder 6 Dimensions Tenth -Top Flange- ----Web---- -Bot Flange- Area Point Loc tfw tft wd wt bfw bft weld weld 0 0.00 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 1 10.76 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 2 21.52 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 3 32.28 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 4 43.04 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 5 53.80 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 6 64.55 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 SpL 70.74 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 SpR 70.74 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 7 75.31 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 8 86.07 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 9 96.83 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 10 107.59 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 11 121.57 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpL 135.24 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpR 135.24 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 12 135.54 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 13 149.52 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 14 163.49 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 15 177.47 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 16 191.44 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 17 205.42 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 18 219.39 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 19 233.37 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 20 247.34 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 Theoretical Flange Splice Locations Tenth Pt Range Location 6 - 7 a 11 - 12 a a. Splice not required in this range. Stiffener Spacing Panel Panel Uniform Start End in Panel 0.00 30.56 ft 2 @ 183.35 in 30.56 61.12 ft 2 @ 183.39 in 61.12 76.40 ft 1 @ 183.35 in 76.40 91.80 ft 1 @ 184.84 in 91.80 107.59 ft 1 @ 189.44 in 107.59 125.06 ft 1 @ 209.62 in 125.06 177.47 ft 3 @ 209.65 in 177.47 194.94 ft 1 @ 209.61 in 194.94 229.88 ft 2 @ 209.65 in 229.88 247.34 ft 1 @ 209.59 in Bearing Stiffeners Location Width Thickness 0.00 10.75 1.125 107.59 10.75 1.125 247.34 10.75 1.125 Transverse Stiffeners Web Section Width Thickness 1 7.00 0.406 Elastic Section Properties for Stiffness Analysis Girder 6 Elastic Section Properties for Stiffness Analysis ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 141394. 31.41 42.60 273063. 48.67 25.34 198018. 38.84 35.18 1 141394. 31.41 42.60 275634. 49.01 25.00 199452. 39.03 34.99 2 141394. 31.41 42.60 278286. 49.36 24.66 200948. 39.22 34.79 3 141394. 31.41 42.60 281011. 49.71 24.30 202504. 39.43 34.59 4 141394. 31.41 42.60 283847. 50.09 23.93 204143. 39.64 34.37 5 141394. 31.41 42.60 286783. 50.47 23.55 205863. 39.87 34.15 6 141394. 31.41 42.60 289770. 50.86 23.16 207635. 40.10 33.91 7 138740. 36.89 36.89 254426. 54.78 19.00 191169. 45.01 28.77 8 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 9 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 10 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 11 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 12 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 13 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 14 141394. 31.41 42.60 284307. 50.15 23.87 204411. 39.68 34.34 15 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 16 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 17 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 18 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 19 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 20 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 Elastic Section Properties for Pos Mom Stress Girder 6 Elastic Section Properties for Pos Mom Stress ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 141394. 31.41 42.60 273063. 48.67 25.34 198018. 38.84 35.18 1 141394. 31.41 42.60 275634. 49.01 25.00 199452. 39.03 34.99 2 141394. 31.41 42.60 278286. 49.36 24.66 200948. 39.22 34.79 3 141394. 31.41 42.60 281011. 49.71 24.30 202504. 39.43 34.59 4 141394. 31.41 42.60 283847. 50.09 23.93 204143. 39.64 34.37 5 141394. 31.41 42.60 286783. 50.47 23.55 205863. 39.87 34.15 6 141394. 31.41 42.60 289770. 50.86 23.16 207635. 40.10 33.91 7 138740. 36.89 36.89 254426. 54.78 19.00 191169. 45.01 28.77 8 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 9 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 10 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 11 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 12 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 13 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 14 141394. 31.41 42.60 284307. 50.15 23.87 204411. 39.68 34.34 15 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 16 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 17 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 18 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 19 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 20 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 Elastic Section Properties for Neg Mom Stress Girder 6 Elastic Section Properties for Neg Mom Stress ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 1 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 2 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 3 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 4 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 5 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 6 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 7 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 8 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 9 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 10 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 11 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 12 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 13 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 14 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 15 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 16 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 17 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 18 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 19 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 20 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 Service Moment - Steel and Concrete Tenth Pt Location Steel Concrete 0 0.00 0. 0. 1 10.76 290. 578. 2 21.52 438. 871. 3 32.28 462. 915. 4 43.04 400. 778. 5 53.80 274. 510. 6 64.55 84. 108. 7 75.31 -172. -432. 8 86.07 -497. -1115. 9 96.83 -879. -1923. 10 107.59 -1317. -2853. 11 121.57 -643. -1335. 12 135.54 -44. -15. 13 149.52 480. 1106. 14 163.49 827. 1824. 15 177.47 783. 1704. 16 191.44 840. 1830. 17 205.42 812. 1748. 18 219.39 625. 1341. 19 233.37 309. 669. 20 247.34 0. 0. Service Torque - Steel and Concrete Tenth Pt Location Steel Concrete 0 0.00 0.00 0.00 1 10.76 0.00 0.00 2 21.52 -0.07 -0.15 3 32.28 -0.01 0.00 4 43.04 -0.01 0.00 5 53.80 0.02 0.09 6 64.55 0.03 0.12 7 75.31 0.03 0.12 8 86.07 0.02 0.09 9 96.83 0.01 0.08 10 107.59 -0.02 0.11 11 121.57 0.03 0.11 12 135.54 0.05 0.13 13 149.52 0.02 0.04 14 163.49 -0.14 -0.37 15 177.47 -0.14 -0.37 16 191.44 0.06 0.08 17 205.42 0.03 0.07 18 219.39 -0.14 -0.31 19 233.37 0.10 0.23 20 247.34 0.10 0.23 Plastic Section Properties Girder 6 Plastic Section Properties Tenth C C a C' Ybar Dp D' Pos Mom Neg Mom Point (10- (10- (10- (10- (10-127 Mu Mu 123) 124) 125) 126) 10-128) (k-ft) (k-ft) 9 noncmpct noncmpct 10 noncmpct noncmpct 11 noncmpct noncmpct 12 46.64 noncmpct 19790.94* 13 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 13 46.64 19790.94* 14 2640 7452 8.07 2406.4 17.71 30.19 8.07 22308.11* 14 46.64 19790.94* 15 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 15 46.64 19790.94* 16 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 16 46.64 19790.94* 17 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 17 46.64 19790.94* 18 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 18 46.64 19790.94* 19 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 19 46.64 19790.94* 20 13.08 noncmpct 19790.94* * Plastic modulus Z is Mp/Fy Service Torque at Web Splices From Curvature Service Torque at Web Splices from Curvature -k-ft Splice Dead Live Location Top Flange Factored Bending Stress - Group I Loading Girder 6 Grp I Factored Bending Stresses - ksi Tenth Loc ------------------ Top Flange ------------------- Point Noncomp Comp Max Min LL+I Tot Allow Ratio Dead Dead LL+I LL+I Rng 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.000 1 10.76 -4.1 -0.3 -2.3 2.3 4.6 -6.6 50.0 0.132 2 21.52 -6.2 -0.4 -3.4 3.5 6.8 -9.9 50.0 0.198 3 32.28 -6.5 -0.4 -3.6 4.0 7.6 -10.5 50.0 0.209 4 43.04 -5.5 -0.4 -3.4 4.2 7.6 -9.3 50.0 0.187 5 53.80 -3.7 -0.2 -3.1 4.4 7.5 -7.0 50.0 0.140 6 64.55 -0.9 -0.1 -2.6 4.6 7.2 3.6 50.0 0.073 Top Flg.Spl. 1.1 0.0 -2.2 4.7 6.9 5.9 50.0 0.118 Top Flg.Spl. 1.0 0.0 -2.1 4.3 6.4 5.3 50.0 0.106 7 75.31 2.5 0.2 -1.9 4.5 6.4 7.2 50.0 0.144 8 86.07 6.7 0.5 -1.2 5.9 7.1 13.1 50.0 0.262 9 96.83 11.6 1.0 -0.7 8.4 9.2 21.0 50.0 0.420 10 107.59 17.3 1.5 -0.6 12.4 13.0 31.2 50.0 0.623 11 121.57 8.2 0.7 -1.2 7.2 8.4 16.1 50.0 0.323 Top Flg.Spl. 0.4 0.0 -2.4 5.2 7.6 5.6 50.0 0.113 Top Flg.Spl. 0.5 0.1 -2.5 5.7 8.2 6.2 50.0 0.115 12 135.54 0.3 0.0 -2.5 5.7 8.2 6.0 50.0 0.116 13 149.52 -7.5 -0.4 -3.6 5.0 8.6 -11.5 50.0 0.229 14 163.49 -12.5 -0.7 -4.3 4.3 8.6 -17.5 50.0 0.350 15 177.47 -11.7 -0.6 -3.3 3.0 6.3 -15.6 50.0 0.302 16 191.44 -12.6 -0.7 -3.3 2.4 5.8 -16.6 50.0 0.316 17 205.42 -12.0 -0.6 -3.2 1.9 5.1 -15.9 50.0 0.302 18 219.39 -9.2 -0.5 -2.5 1.2 3.8 -12.3 50.0 0.236 19 233.37 -4.6 -0.3 -1.5 0.5 2.1 -6.4 50.0 0.128 20 247.34 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.000 Governing expression for allowable compression stress Tenth Pt Expression 1 compact 2 compact 3 compact 4 compact 5 compact 6 compact 13 compact 14 compact 15 compact 16 compact 17 compact 18 compact 19 compact Perf. ratio for compact section is (factored mom/mom strength) if this is less than (total stress/allowable stress). Grp I Top Flange Factored Lateral Bending Stress Tenth Noncomp Dead Comp Dead Max LL+I Min LL+I Pt Lat Mom fw Lat Mom fw Lat Mom fw Lat Mom fw k-ft ksi k-ft ksi k-ft ksi k-ft ksi 0 0.00 0.00 composite 1 -0.04 0.00 composite 2 -3.13 0.26 composite 3 3.21 0.27 composite 4 0.33 0.03 composite 5 -2.07 0.17 composite 6 -0.42 0.03 composite Top.Flg.Spl -1.04 0.09 composite Top.Flg.Spl -1.05 0.07 composite 7 2.44 0.16 composite 8 -2.51 0.17 composite 9 0.00 0.00 composite 10 0.00 0.00 composite 11 0.00 0.00 composite Top.Flg.Spl -1.45 0.00 composite Top.Flg.Spl -1.63 0.00 composite 12 0.00 0.00 composite 13 0.00 0.00 composite 14 0.00 0.00 composite 15 0.00 0.00 composite 16 0.00 0.00 composite 17 0.00 0.00 composite 18 0.00 0.00 composite 19 0.00 0.00 composite 20 0.00 0.00 composite Dabrowski sign convention: +fw/fb ratio used for allowable stress. (See 2003 Guide spec. commentary C5.1) First of two splice entries is to left of splice, second is to right of splice. Bottom Flange Factored Bending Stress - Group I Loading Girder 6 Grp I Factored Bending Stresses - ksi Tenth Loc ----------------- Bottom Flange ----------------- Point Noncomp Comp Max Min LL+I Wind Tot Allow Ratio Dead Dead LM+I LL+I Rng 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 48.1 0.000 1 10.76 3.0 0.3 4.5 -1.9 6.4 0.0 7.8 50.0 0.156 2 21.52 4.5 0.4 6.7 -3.0 9.7 0.0 11.7 49.9 0.234 3 32.28 4.8 0.5 7.3 -3.4 10.7 0.0 12.6 49.9 0.252 4 43.04 4.1 0.4 7.2 -3.6 10.8 0.0 11.7 50.0 0.234 5 53.80 2.7 0.3 6.6 -3.7 10.4 0.0 9.6 49.9 0.193 6 64.55 0.7 0.1 5.7 -3.9 9.6 0.0 6.5 50.0 0.130 Bot.Flg.Spl. -0.8 0.0 5.0 -4.0 9.0 0.0 -4.9 48.1 0.101 Bot.Flg.Spl. -1.0 0.0 6.2 -4.8 11.0 0.0 -5.9 48.5 0.121 7 75.31 -2.5 -0.2 5.5 -5.1 10.6 0.0 -7.9 48.5 0.162 8 86.07 -6.7 -0.6 3.6 -6.7 10.3 0.0 -14.0 48.5 0.288 9 96.83 -11.6 -1.1 2.1 -9.6 11.7 0.0 -22.3 48.4 0.461 10 107.59 -17.3 -1.7 1.8 -14.1 15.9 0.0 -33.1 48.0 0.689 11 121.57 -8.2 -0.8 3.4 -8.2 11.6 0.0 -17.2 48.0 0.358 Bot.Flg.Spl. -0.4 -0.1 7.1 -5.9 13.0 0.0 -6.3 48.0 0.132 Bot.Flg.Spl. -0.3 0.0 5.8 -4.9 10.6 0.0 -5.3 48.0 0.109 12 135.54 -0.2 0.0 5.8 -4.8 10.7 0.0 5.6 48.0 0.116 13 149.52 5.5 0.5 8.4 -4.2 12.6 0.0 14.4 50.0 0.264 14 163.49 9.2 0.8 9.1 -3.6 12.8 0.0 19.1 50.0 0.363 15 177.47 8.6 0.8 7.6 -2.5 10.1 0.0 17.0 50.0 0.302 16 191.44 9.3 0.8 7.7 -2.1 9.8 0.0 17.8 50.0 0.316 17 205.42 8.9 0.8 7.3 -1.6 8.9 0.0 17.0 50.0 0.302 18 219.39 6.8 0.6 5.9 -1.1 6.9 0.0 13.3 50.0 0.236 19 233.37 3.4 0.3 3.5 -0.5 4.0 0.0 7.2 50.0 0.130 20 247.34 0.0 0.0 0.0 0.0 0.0 0.0 0.0 48.0 0.000 Governing expression for allowable compression stress Tenth Pt Expression 7 compact 8 compact 9 (5-8) 10 (5-8) 11 compact 12 compact Perf. ratio for compact section is (factored mom/mom strength) if this is less than (total stress/allowable stress). Grp I Bottom Flange Factored Lateral Bending Stress Tenth Noncomp Dead Comp Dead Max LL+I Min LL+I Pt Lat Mom fw Lat Mom fw Lat Mom fw Lat Mom fw k-ft ksi k-ft ksi k-ft ksi k-ft ksi 0 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 1 -0.04 0.00 0.00 0.00 -0.06 0.00 -0.02 0.00 2 -3.13 0.15 -0.30 0.00 -5.24 0.26 -1.97 0.10 3 3.21 0.16 0.31 0.00 5.17 0.26 1.91 0.09 4 0.33 0.02 0.04 0.00 1.20 0.06 0.61 0.03 5 -2.07 0.10 -0.22 0.00 -5.78 0.29 -2.72 0.13 6 -0.42 0.02 -0.02 0.00 0.15 0.01 -0.39 0.02 Bot.Flg.Spl -1.04 0.05 -0.11 0.00 -3.84 0.19 -2.33 0.12 Bot.Flg.Spl -1.04 0.07 -0.11 0.00 -3.84 0.25 -2.33 0.15 7 2.44 0.16 0.18 0.00 4.48 0.30 3.96 0.26 8 -2.51 0.17 -0.21 0.01 -2.59 0.17 -2.95 0.19 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Bot.Flg.Spl -1.45 0.00 -0.12 0.00 -3.62 0.36 -2.24 0.22 Bot.Flg.Spl -1.45 0.00 -0.12 0.00 -3.62 0.36 -2.24 0.22 12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Dabrowski sign convention: +fw/fb ratio used for allowable stress. (See 2003 Guide spec. commentary C5.1) First of two splice entries is to left of splice, second is to right of splice. Slab and Rebar Factored Stress - Group I Loading Girder 6 Grp I Factored Bending Stresses - ksi Tenth Loc ----- Slab ----- ---- Rebars ---- Point Comp Max Tot Comp Min Tot Dead LL+I Dead LL+I 0 0.00 0.00 0.00 0.00 0.00 0.01 0.01 1 10.76 -0.01 -0.43 -0.44 0.00 2.77 2.77 2 21.52 -0.02 -0.63 -0.65 0.00 4.27 4.27 3 32.28 -0.02 -0.68 -0.70 0.00 4.86 4.86 4 43.04 -0.02 -0.65 -0.67 0.00 5.13 5.13 5 53.80 -0.01 -0.59 -0.61 0.00 5.38 5.38 6 64.55 0.00 -0.50 -0.51 0.00 5.65 5.65 7 75.31 0.00 -0.39 -0.39 0.22 5.65 5.87 8 86.07 0.00 -0.25 -0.25 0.67 7.31 7.99 9 96.83 0.00 -0.15 -0.15 1.21 10.53 11.74 10 107.59 0.00 -0.12 -0.12 1.83 15.50 17.33 11 121.57 0.00 -0.24 -0.24 0.88 9.01 9.90 12 135.54 0.00 -0.49 -0.49 0.05 6.98 7.03 13 149.52 -0.02 -0.71 -0.73 0.00 6.10 6.10 14 163.49 -0.04 -0.83 -0.87 0.00 5.24 5.24 15 177.47 -0.04 -0.64 -0.67 0.00 3.64 3.64 16 191.44 -0.04 -0.65 -0.69 0.00 2.96 2.96 17 205.42 -0.04 -0.62 -0.65 0.00 2.30 2.30 18 219.39 -0.03 -0.49 -0.52 0.00 1.52 1.52 19 233.37 -0.01 -0.30 -0.31 0.00 0.66 0.66 20 247.34 0.00 0.00 0.00 0.00 0.00 0.00 Only slab compression stresses tabulated. Bottom Flange Elastic Compression Strength Girder 6 Bottom Flange Elastic Compression Strength - k-ft Tenth M1 M2 Cb Lb Lp Lr PT Dc Mr Rb My Mu 9 5798.11 10583.92 1.26 189.39 294.43 684.56 37.35 15682.52(103c) 1.00 15682.52 15682.52 10 4494.27 10583.92 1.36 209.65 294.43 684.56 37.35 15682.52(103c) 1.00 15682.52 15682.52 11 4494.27 10583.92 1.36 209.65 294.43 684.56 37.35 15682.52(103c) 1.00 15682.52 15682.52 12 589.19 4494.27 1.62 209.65 294.43 720.39 31.46 13838.73(103c) 1.00 13838.73 13838.73 Tabulated only where girder is straight. Constructibility of Web in Bending Girder 6 Web Compression Bending Stress for Constructibility - ksi Tenth Noncomp. Dead Noncomp. Dead Allowable Ratio Point Factored Mom Web Bending (6-3),(6-8) Stress 0 -0.47 0.00 50.04 0.000 1 1215.32 4.24 50.04 0.085 2 1833.00 6.40 50.04 0.128 3 1927.46 6.73 50.04 0.134 4 1650.54 5.76 50.04 0.115 5 1097.46 3.83 50.04 0.077 6 268.12 0.94 50.04 0.019 7 -846.35 2.48 50.04 0.050 8 -2256.90 6.63 50.04 0.132 9 -3922.98 11.52 50.04 0.230 10 -5838.77 17.14 50.04 0.343 11 -2769.09 8.13 50.04 0.162 12 -82.18 0.27 50.04 0.005 13 2220.06 7.75 50.04 0.155 14 3711.07 12.95 50.04 0.259 15 3481.43 12.15 50.04 0.243 16 3738.36 13.05 50.04 0.261 17 3584.14 12.51 50.04 0.250 18 2752.24 9.61 50.04 0.192 19 1369.61 4.78 50.04 0.096 20 0.00 0.00 50.04 0.000 Top Flange Overload Stress Girder 6 Top Flange 10.57 Overload Stress - ksi Tenth Loc Noncomp Comp 1.67 Max 1.67 Min Allowable Ratio Dead Dead LL+I LL+I 0 0.00 0.00 0.00 0.00 0.01 47.54 0.000 1 10.76 -3.14 -0.20 -1.76 1.74 47.54 0.107 2 21.52 -4.74 -0.30 -2.58 2.68 47.54 0.160 3 32.28 -4.98 -0.31 -2.76 3.06 47.54 0.169 4 43.04 -4.27 -0.27 -2.64 3.23 47.54 0.151 5 53.80 -2.84 -0.19 -2.38 3.39 47.54 0.114 6 64.55 -0.69 -0.06 -2.00 3.55 47.54 0.059 Top flg.spl. 0.87 0.02 -1.77 3.63 47.54 0.095 Top flg.spl. 0.77 0.03 -1.65 3.27 47.54 0.086 7 75.31 1.93 0.13 -1.47 3.48 47.54 0.117 8 86.07 5.15 0.41 -0.94 4.51 47.54 0.212 9 96.83 8.94 0.75 -0.56 6.49 47.54 0.340 10 107.59 13.31 1.13 -0.46 9.56 47.54 0.505 11 121.57 6.31 0.54 -0.89 5.56 47.54 0.261 Top flg.spl. 0.31 0.04 -1.84 3.98 47.54 0.091 Top flg.spl. 0.35 0.04 -1.92 4.41 47.54 0.101 12 135.54 0.21 0.03 -1.94 4.39 47.54 0.097 13 149.52 -5.74 -0.30 -2.80 3.84 47.54 0.186 14 163.49 -9.59 -0.54 -3.34 3.30 47.54 0.283 15 177.47 -9.00 -0.49 -2.52 2.29 47.54 0.253 16 191.44 -9.66 -0.51 -2.57 1.86 47.54 0.268 17 205.42 -9.26 -0.49 -2.44 1.45 47.54 0.257 18 219.39 -7.11 -0.38 -1.95 0.95 47.54 0.199 19 233.37 -3.54 -0.20 -1.18 0.42 47.54 0.103 20 247.34 0.00 0.00 0.00 0.00 47.54 0.000 Bottom Flange Overload Stress Girder 6 Bottom Flange Permanent Defl Stress - ksi Tenth Loc Noncomp Comp 1.67 Max 1.67 Min Allowable Ratio Dead Dead LL+I LL+I 0 0.00 0.00 0.00 0.00 0.00 47.54 0.000 1 10.76 2.31 0.22 3.46 -1.48 47.54 0.126 2 21.52 3.49 0.34 5.16 -2.28 47.54 0.189 3 32.28 3.67 0.36 5.65 -2.59 47.54 0.204 4 43.04 3.14 0.31 5.54 -2.74 47.54 0.189 5 53.80 2.09 0.22 5.11 -2.87 47.54 0.156 6 64.55 0.51 0.07 4.40 -3.01 47.54 0.105 Bot.flg.spl. -0.64 -0.03 3.88 -3.08 47.54 0.079 Bot.flg.spl. -0.77 -0.04 4.76 -3.72 47.54 0.095 7 75.31 -1.93 -0.15 4.23 -3.96 47.54 0.127 8 86.07 -5.15 -0.47 2.77 -5.12 47.54 0.226 9 96.83 -8.94 -0.85 1.65 -7.38 47.54 0.361 10 107.59 -13.31 -1.29 1.37 -10.86 47.54 0.535 11 121.57 -6.31 -0.62 2.63 -6.31 47.54 0.279 Bot.flg.spl. -0.31 -0.04 5.44 -4.52 47.54 0.107 Bot.flg.spl. -0.26 -0.04 4.43 -3.75 47.54 0.087 12 135.54 -0.16 -0.03 4.47 -3.73 47.54 0.090 13 149.52 4.23 0.36 6.46 -3.26 47.54 0.232 14 163.49 7.07 0.62 7.01 -2.80 47.54 0.309 15 177.47 6.63 0.59 5.82 -1.94 47.54 0.274 16 191.44 7.12 0.62 5.93 -1.58 47.54 0.288 17 205.42 6.83 0.60 5.63 -1.23 47.54 0.275 18 219.39 5.24 0.46 4.50 -0.81 47.54 0.215 19 233.37 2.61 0.24 2.72 -0.35 47.54 0.117 20 247.34 0.00 0.00 0.00 0.00 47.54 0.000 Lateral bending stresses not included if compact. Factored Noncomp Dead Wet Concrete Bending Stress Girder 6 Factored Noncomp Dead Wet Concrete Stresses - ksi [While the constructibility load factor is used for this table, slab pouring is not. Actual stresses are dependent on the pouring sequence and may be significantly different from those printed here.] Tenth Loc ----- Top Flange ----- ----- Bott Flange ----- Point Primary Lateral Primary Lateral 0 0.00 0.0 +- 0.0 0.0 +- 0.0 1 10.76 -4.4 +- 0.0 3.2 +- 0.0 2 21.52 -6.6 +- 0.3 4.9 +- 0.2 3 32.28 -7.0 +- 0.3 5.1 +- 0.2 4 43.04 -6.0 +- 0.0 4.4 +- 0.0 5 53.80 -4.0 +- 0.2 2.9 +- 0.1 6 64.55 -1.0 +- 0.0 0.7 +- 0.0 Top flg.spl 70.74 1.2 +- 0.0 -0.9 +- 0.0 Top flg.spl 70.74 1.1 +- 0.0 -1.1 +- 0.0 Bot.flg.spl 70.74 1.2 +- 0.0 -0.9 +- 0.0 Bot.flg.spl 70.74 1.1 +- 0.0 -1.1 +- 0.0 7 75.31 2.7 +- 0.1 -2.7 +- 0.1 8 86.07 7.2 +- 0.2 -7.2 +- 0.2 9 96.83 12.5 +- 0.0 -12.5 +- 0.0 10 107.59 18.6 +- 0.0 -18.6 +- 0.0 11 121.57 8.8 +- 0.0 -8.8 +- 0.0 Top flg.spl 135.24 0.4 +- 0.0 -0.4 +- 0.0 Top flg.spl 135.24 0.5 +- 0.0 -0.4 +- 0.0 Bot.flg.spl 135.24 0.4 +- 0.0 -0.4 +- 0.0 Bot.flg.spl 135.24 0.5 +- 0.0 -0.4 +- 0.0 12 135.54 0.3 +- 0.0 -0.2 +- 0.0 13 149.52 -8.0 +- 0.0 5.9 +- 0.0 14 163.49 -13.4 +- 0.0 9.9 +- 0.0 15 177.47 -12.6 +- 0.0 9.3 +- 0.0 16 191.44 -13.5 +- 0.0 10.0 +- 0.0 17 205.42 -13.0 +- 0.0 9.6 +- 0.0 18 219.39 -10.0 +- 0.0 7.3 +- 0.0 19 233.37 -5.0 +- 0.0 3.7 +- 0.0 20 247.34 0.0 +- 0.0 0.0 +- 0.0 Factored Strengths Girder 6 Factored Strengths Tenth Loc Factored Shear Factored Bending Point Shear Strength Moment Strength (k ) (k ) Ratio (k-ft) (k-ft) Ratio 0 0.00 362.5 770.4 (5) 0.471 2.5 13838.7 (9) 0.000 1 10.76 319.6 770.4 (5) 0.415 3354.5 21562.3 (6) 0.156 2 21.52 123.5 770.4 (5) 0.160 5040.3 21527.1 (6) 0.234 3 32.28 88.6 770.4 (5) 0.115 5446.8 21607.5 (6) 0.252 4 43.04 132.1 770.4 (5) 0.171 5104.8 21845.6 (6) 0.234 5 53.80 176.6 770.4 (5) 0.229 4284.3 22183.6 (6) 0.193 6 64.55 221.1 770.4 (5) 0.287 3007.0 23213.6 (6) 0.130 7 75.31 268.4 770.4 (5) 0.348 2534.1 15656.6 (9) 0.162 8 86.07 314.6 770.4 (5) 0.408 4474.1 15542.2 (9) 0.288 9 96.83 365.0 874.9 (5) 0.417 7139.6 15489.6 (10) 0.461 10L 107.59 403.3 874.9 (5) 0.461 10583.9 15370.5 (10) 0.689 10R 107.59 448.4 856.3 (5) 0.524 10583.9 15370.5 (10) 0.689 11 121.57 428.5 856.3 (5) 0.500 5518.9 15401.1 (10) 0.358 12 135.54 412.7 856.3 (5) 0.482 2685.0 23127.1 (10) 0.116 13 149.52 335.6 856.3 (5) 0.392 6269.5 23740.3 (20) 0.264 14 163.49 127.2 856.3 (5) 0.149 8097.4 22308.1 (20) 0.363 15 177.47 164.9 856.3 (5) 0.193 7176.0 23740.3 (20) 0.302 16 191.44 93.2 856.3 (5) 0.109 7498.4 23740.3 (20) 0.316 17 205.42 124.5 856.3 (5) 0.145 7157.7 23740.3 (20) 0.302 18 219.39 223.5 856.3 (5) 0.261 5608.4 23740.3 (20) 0.236 19 233.37 200.7 770.4 (5) 0.260 3094.3 23740.3 (20) 0.130 20 247.34 271.4 770.4 (5) 0.352 0.0 20538.7 (10) 0.000 Moment shifting because of compact section is reflected in this table. Shear Strength at Intermediate Transverse Stiffeners not Located at a Tenth Point 15.28 237.2 770.4 (5) 0.308 30.56 94.2 770.4 (5) 0.122 45.84 143.7 770.4 (5) 0.186 61.12 206.9 770.4 (5) 0.269 76.40 273.1 770.4 (5) 0.354 91.80 341.4 770.4 (5) 0.443 125.06 424.6 856.3 (5) 0.496 142.53 374.2 856.3 (5) 0.437 160.00 179.3 856.3 (5) 0.209 194.94 101.1 856.3 (5) 0.118 212.41 174.0 856.3 (5) 0.203 229.88 206.4 856.3 (5) 0.241 (5) C 0.58 Fyw D t (20) compact section (6) Fy S(equiv) Maximum moment in factored strength expression (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 5681.92 5968.02 Max Stiffener Spacing for Stiffened Web - 6.3 Tenth Pt. Max Actual Spcng Spcng 0 35.00 183.35 Treated as unstiffened - Max spacing = 35.0 Actual spacing = 183.3 1 77.78 183.35 Treated as unstiffened - Max spacing = 77.8 Actual spacing = 183.3 2 77.78 183.35 Treated as unstiffened - Max spacing = 77.8 Actual spacing = 183.3 3 77.78 183.39 Treated as unstiffened - Max spacing = 77.8 Actual spacing = 183.4 4 77.78 183.39 Treated as unstiffened - Max spacing = 77.8 Actual spacing = 183.4 5 77.78 183.39 Treated as unstiffened - Max spacing = 77.8 Actual spacing = 183.4 6 77.78 183.35 Treated as unstiffened - Max spacing = 77.8 Actual spacing = 183.3 7 77.78 183.35 Treated as unstiffened - Max spacing = 77.8 Actual spacing = 183.3 8 77.78 184.84 Treated as unstiffened - Max spacing = 77.8 Actual spacing = 184.8 9 210.00 190.09 10 210.00 209.62 11 210.00 209.62 12 210.00 209.65 13 210.00 209.65 14 210.00 209.65 15 210.00 209.65 16 210.00 209.61 17 210.00 209.65 18 210.00 209.65 19 210.00 209.59 20 35.00 209.59 Treated as unstiffened - Max spacing = 35.0 Actual spacing = 209.6 Load Factor Ratings Girder 6 Load Factor Ratings Span 1 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 22509.8 B 770.4 >999. >999. 2.73 4.56 10.76 23450.1 B 770.4 10.41 17.39 3.10 5.18 21.52 23442.8 B 770.4 6.70 11.18 7.44 12.42 32.28 23502.5 B 770.4 6.08 10.16 8.42 14.06 43.04 23619.1 B 770.4 6.33 10.56 7.76 12.97 53.80 23631.0 B 770.4 7.06 11.80 6.34 10.59 64.55 23756.8 B 770.4 8.61 14.38 5.33 8.91 70.74L 19026.2 T 770.4 10.36 17.30 4.79 8.00 70.74R 15869.4 B 770.4 9.82 16.39 4.79 8.00 75.31 15869.4 B 770.4 8.90 14.87 4.34 7.24 86.07 15861.4 B 770.4 6.19 10.33 3.72 6.21 96.83 15836.0 B 874.9 3.72 6.22 3.62 6.04 107.59 15715.7 B 874.9 2.06 3.44 3.26 5.45 Span 2 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 15715.7 B 856.3 2.06 3.44 2.97 4.95 13.98 15715.7 B 856.3 4.76 7.94 2.96 4.95 27.65L 18638.4 B 856.3 9.59 16.02 2.79 4.66 27.65R 22924.3 B 856.3 11.82 19.74 2.79 4.66 27.95 22924.3 B 856.3 8.22 13.73 2.92 4.87 41.93 23740.3 T 856.3 5.36 8.96 3.92 6.55 55.90 22308.1 T 856.3 4.30 7.18 6.79 11.34 69.88 23740.3 T 856.3 5.59 9.33 6.31 10.54 83.85 23740.3 T 856.3 5.42 9.05 8.99 15.02 97.83 23740.3 T 856.3 5.75 9.60 8.41 14.05 111.80 23740.3 T 856.3 7.49 12.52 5.94 9.92 125.78 23740.3 T 770.4 13.23 22.09 5.87 9.81 139.75 22925.4 B 770.4 >999. >999. 4.24 7.08 ***************************************************** Minimum rating is 2.06 at location 107.59 in span 1. ***************************************************** Moment Capacity Codes C - Compact B - Braced non-compact U - Unbraced non-compact T - Transition between compact and braced non-compact S - Serviceability This table is based on eq. (6-1a) of the AASHTO Manual for Condition Evaluation of Bridges. Noncompact shapes ratings based on stress, as Fb - Dead load factored stress IR = -------------------------------- LL+I factored stress Noncompact shape moment capacity is the product of allowable stress and LL+I section modulus. Lateral Bending in Flanges Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 0.00 0.00 0.00 0.000 0.000 compact 15.28 9.90 0.82 0.083 0.166 compact 30.56 12.55 1.04 0.083 0.167 compact 45.84 11.26 0.94 0.084 0.168 compact 61.12 7.59 0.65 0.086 0.172 compact 76.41 8.38 0.70 0.083 0.167 compact 91.81 18.11 0.00 0.000 0.000 compact 107.59 33.08 0.00 0.000 0.000 compact 125.06 13.49 0.00 0.000 0.000 compact 142.53 10.14 0.00 0.000 0.000 compact 160.00 18.55 0.00 0.000 0.000 compact 177.47 16.95 0.00 0.000 0.000 compact 194.94 17.71 0.00 0.000 0.000 compact 212.41 15.47 0.00 0.000 0.000 compact 229.88 8.87 0.00 0.000 0.000 compact 247.34 0.00 0.00 0.000 0.000 compact Bearing Stiffener Stress Girder 6 Bearing Stiffeners Location Service Allowable Actual Ratio Allowable Actual Ratio from Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress 107.59 768.23 49.84 22.39 0.449 67.55 34.96 0.518 247.34 274.23 49.84 7.99 0.160 67.55 12.48 0.185 Fatigue Stress Girder 6 Fatigue Summary Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) (k-ft) Range Range Girder Base metal 10.76 B 726.52 1.55 8.00 0.194 Base metal 21.52 B 1098.87 2.41 8.00 0.301 Base metal 32.28 B 1218.62 2.65 8.00 0.332 Base metal 43.04 B 1258.61 2.69 8.00 0.336 Base metal 53.80 B 1247.70 2.72 8.00 0.341 Base metal 64.55 B 1175.72 2.48 8.00 0.310 Base metal 75.31 C 1056.50 0.95 5.00 0.189 Base metal 86.07 C 904.95 0.79 5.00 0.158 Base metal 96.83 C 883.48 1.97 5.00 0.395 Base metal 107.59 C 1006.14 2.40 5.00 0.479 Base metal 121.57 C 885.73 1.82 5.00 0.363 Base metal 135.54 C 1186.42 2.15 5.00 0.430 Base metal 149.52 B 1540.32 3.43 8.00 0.429 Base metal 163.49 B 1550.33 3.44 8.00 0.430 Base metal 177.47 B 1288.91 2.82 8.00 0.352 Base metal 191.44 B 1222.70 2.66 8.00 0.332 Base metal 205.42 B 1138.05 2.46 8.00 0.307 Base metal 219.39 B 871.23 1.87 8.00 0.234 Base metal 233.37 B 499.12 1.07 8.00 0.133 Near flg-web weld 10.76 B 726.52 1.47 8.00 0.184 Near flg-web weld 21.52 B 1098.87 2.22 8.00 0.277 Near flg-web weld 32.28 B 1218.62 2.46 8.00 0.307 Near flg-web weld 43.04 B 1258.61 2.53 8.00 0.316 Near flg-web weld 53.80 B 1247.70 2.50 8.00 0.313 Near flg-web weld 64.55 B 1175.72 2.35 8.00 0.294 Near flg-web weld 75.31 B 1056.50 0.90 8.00 0.112 Near flg-web weld 86.07 B 904.95 0.75 8.00 0.093 Near flg-web weld 96.83 B 883.48 1.87 8.00 0.233 Near flg-web weld 107.59 B 1006.14 2.26 8.00 0.283 Near flg-web weld 121.57 B 885.73 1.72 8.00 0.215 Near flg-web weld 135.54 B 1186.42 2.58 8.00 0.322 Near flg-web weld 149.52 B 1540.32 3.26 8.00 0.408 Near flg-web weld 163.49 B 1550.33 3.27 8.00 0.408 Near flg-web weld 177.47 B 1288.91 2.68 8.00 0.335 Near flg-web weld 191.44 B 1222.70 2.53 8.00 0.316 Near flg-web weld 205.42 B 1138.05 2.34 8.00 0.292 Near flg-web weld 219.39 B 871.23 1.78 8.00 0.223 Near flg-web weld 233.37 B 499.12 1.01 8.00 0.127 Top Flg. splice 70.74 B 1111.15 2.00 8.00 0.250 Top Flg. splice 135.24 B 1179.36 2.15 8.00 0.268 Bot.Flg. splice 70.74 B 1111.15 3.22 8.00 0.403 Bot.Flg. splice 135.24 B 1179.36 3.29 8.00 0.411 Trans. stiff. toe 160.00 C' 1547.83 3.27 6.00 0.545 Full depth conn PL 160.00 C' 1547.83 3.27 6.00 0.545 Rebars 107.59 1584.44 5.32 20.00 0.266 Allowable range determined by: Life 75 yrs Avg daily trk traffic 4000 Max Performance Ratios Girder 6 Maximum Performance Ratios Criterion Location Max ft Performance Ratio Shear 107.59 0.524 Bending 107.59 0.689 Fatigue 160.00 0.545 Bearing Stf. 107.59 0.518 Shear Connectors - 2003 Guide Spec Fatigue Truck Maximum Pitch for 0.875 x 4.50 Stud Connectors for Fatigue Tenth Location Shear Studs in Max Pitch Point Range a Line (k ) (in) 0 0.00 22.29 T 2 20.06 1 10.76 17.47 T 2 24.69 * 2 21.52 14.09 T 2 28.58 * 3 32.28 19.78 T 2 20.80 4 43.04 19.30 T 2 21.01 5 53.80 21.10 T 2 19.23 6 64.55 21.88 T 2 18.53 7 75.31 21.65 T 2 18.80 8 86.07 22.06 T 2 18.41 9 96.83 24.97 T 2 16.57 10 107.59 26.85 T 2 15.41 11 121.57 26.50 T 2 15.62 12 135.54 35.26 T 2 11.72 13 149.52 31.81 T 2 13.00 14 163.49 27.21 T 2 15.77 15 177.47 32.46 T 2 12.74 16 191.44 28.15 T 2 14.68 17 205.42 27.28 T 2 15.15 18 219.39 25.20 T 2 16.41 19 233.37 22.04 T 2 18.76 20 247.34 23.74 T 2 17.41 * Use 24 inches as per AASHTO 10.38.5.1. Minimum Total Number of Connectors for Ultimate Strength Beg TP End TP Beg Loc End Loc Number 10 14 107.59 163.49 148 14 20 163.49 247.34 97 Weight Volume Weight cu ft k Top Flange 65.95 32.32 Web 90.18 44.19 Bottom Flange 97.16 47.61 Flange-Web Weld 0.16 Bearing Stiffeners 2.94 1.44 Intermediate Stiff. 3.46 1.69 Steel in extensions 1.01 Total Steel 128.42 Slab 1525.34 228.80 Flange Haunch 243.19 36.48 Concrete in extensions 1.53 Total Concrete 266.81 Total Steel and Concrete 395.23 Does not include weight of bracing, which can be found in bracing output stiffness tables. (Noncomposite weight data used in girder input is used for analysis loading.) Deflections Girder 6 Service Deflections - in Tenth Total Steel Wet Super- Max Max Pt Noncomp Con- Imposed LL+I LL+I Dead crete Dead Down Up Support 0.587 0.186 0.400 0.049 0.566 0.143 1 0.684 0.221 0.463 0.057 0.614 0.145 2 0.730 0.239 0.491 0.060 0.644 0.144 3 0.721 0.239 0.482 0.060 0.652 0.140 4 0.643 0.216 0.428 0.054 0.624 0.145 5 0.511 0.174 0.337 0.044 0.566 0.145 6 0.337 0.118 0.219 0.031 0.479 0.139 7 0.154 0.058 0.095 0.016 0.369 0.123 8 0.009 0.010 -0.001 0.004 0.247 0.096 9 -0.061 -0.016 -0.045 -0.002 0.119 0.055 Support 0.000 0.000 0.000 0.000 0.000 0.000 11 0.345 0.104 0.240 0.022 0.178 0.060 12 0.854 0.262 0.592 0.057 0.358 0.101 13 1.389 0.430 0.959 0.093 0.508 0.122 14 1.801 0.560 1.240 0.122 0.600 0.130 15 1.995 0.623 1.372 0.135 0.625 0.126 16 1.974 0.618 1.356 0.134 0.599 0.112 17 1.738 0.545 1.193 0.118 0.516 0.091 18 1.297 0.407 0.890 0.088 0.378 0.063 19 0.691 0.217 0.474 0.047 0.198 0.033 Support 0.000 0.000 0.000 0.000 0.000 0.000 Influence surfaces for defl developed assuming unequal participation of girders in resisting deflection. Loc Brace 15.28 0.710 0.231 0.479 0.059 0.629 0.145 Brace 30.56 0.727 0.240 0.487 0.060 0.653 0.140 Brace 45.84 0.614 0.207 0.407 0.052 0.612 0.145 Brace 61.12 0.393 0.136 0.257 0.035 0.509 0.142 Brace 76.41 0.137 0.053 0.084 0.015 0.357 0.121 Brace 91.81 -0.044 -0.009 -0.036 0.000 0.178 0.076 Brace 107.59 0.000 0.000 0.000 0.000 0.000 0.000 Brace 125.06 0.457 0.139 0.318 0.030 0.223 0.072 Brace 142.53 1.119 0.345 0.774 0.075 0.437 0.114 Brace 160.00 1.718 0.534 1.184 0.116 0.584 0.130 Brace 177.47 1.995 0.623 1.372 0.135 0.625 0.126 Brace 194.94 1.935 0.606 1.329 0.131 0.584 0.107 Brace 212.41 1.543 0.484 1.058 0.105 0.454 0.078 Brace 229.88 0.850 0.267 0.583 0.058 0.245 0.040 Positive dead load deflection is downward. Live load deflection as indicated in column heading. Status run completed FILE=R7.WRN 1. AASHTO 10.48.5.3 violation (w/t ratio of stf.) near TP 11 (Web still considered stiffened for stress determ.) 2. AASHTO 10.48.5.3 violation (w/t ratio of stf.) near TP 37 (Web still considered stiffened for stress determ.) 3. Curved girder spec. (6-1) or (6-2) violation at point 19 4. Curved girder spec. (6-7a) or (6-7b) violation at point 19 5. Eqtn (5-7) violation at point 0 - Bot flange Limiting ratio: 23 Actual ratio: 23.46 6. Eqtn (5-7) violation at point 0 - Top flange Limiting ratio: 23 Actual ratio: 23.46 7. Violation of (6-13) in 6.5 of 2003 crvd gdr guide spec - bs/ts ratio. bs/ts =17.23 Limit =11.56 (Above warnings may not be comprehensive.) FILE=R7.OUT *************************************************************** MDX Steel Highway Girder Design Program, Version 6.5.1977 Load Factor Design - Composite Girder Copyright (c) 1992-2012 MDX Software, Inc. Ph:573-446-3221 Fax:573-446-3278 Email: support@mdxsoftware.com *************************************************************** Jul 23, 2013 - 4:43 pm Files: HS20 Load Rating.R7 R7.OUT Contents of data file- ************************************************** ID: HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING CONDITIONS ENGLISH OUTPUT FULL DEPTH CONNECTION PLATES INTERMEDIATE TRANSVERSE STIFFENERS BOTH SIDES OF WEB LFD METHOD M270M-345 STEEL M270M-345 STIFFENER STEEL METRIC INPUT PARABOLIC INTERPOLATION RATE MODE SINGLE BEARING STIFFENERS EACH SIDE STANDARD RESOLUTION OUTPUT SYSTEM FORCES DATA BR 4.9015 4.8519 4.8086 4.795 4.7842 4.7752 4.7748 4.7752 4.7743 4.7753 4.7742 4.7781 5.2404 5.2402 5.2407 5.2407 5.2402 5.2411 5.2405 5.2396 5.2421 4.7172 4.7165 4.7166 4.7176 4.7164 4.7171 4.7176 4.7169 4.7395 4.8104 5.3252 5.3251 5.3251 5.3252 5.3251 5.3252 5.3241 5.3221 BSPL 17.951 13.552 14.327 18.924 31.444 20.526 24.371 19.725 ESLABW 1697. 1844. 1992. 2119. 2244. 2370. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. FPC 31. HAUNCH 150. HAUNCW 835. IGIRD 7 RAD 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 238.35 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. SLABT 230. SLABWEAR 25. SPL 64.554 SPLBFT 26. 32. 38. 52. 70. 48. 64. 48. 64. SPLBFW 610. SPLTFT 26. 32. 32. 52. 52. 48. 38. 48. 38. SPLTFW 610. SPLTST 10. SPLTSW 180. SPLWT 16. 19. SPN 24.1412 33.427 47.1655 47.2857 42.5971 SS 25. STFGAP 0. SUPBST 30. SUPBSW 270. TSLABW 1697. 1844. 1992. 2119. 2244. 2370. 2495. 2620. 2745. 2871. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2998. 3007. 3024. 3047. 3078. 3116. 3161. 3212. 3273. 3338. 2995. 2995. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. TSPL 17.951 13.552 14.327 18.924 31.444 20.526 24.371 19.725 TSSP 4902. 4852. 4809. 4795. 9559. 4775. 4775. 4774. 4775. 4774. 10018. 5240. 5241. 5241. 5240. 5241. 5240. 5240. 9959. 4716. 4717. 4718. 4716. 4717. 4718. 4717. 4739. 10136. 5325. 5325. 5325. 5325. 5325. 5324. WCONC 23562.998 WEBSP 48.13 6.937 139.55 WEBV 1220. 1220. 1778. 1778. GO ************************************************** Case Data Girder 7 Case Data - HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING AASHTO Specification Load Factor Method 17th Edition Standard Specifications for Highway Bridges 2003 Horizontally Curved Steel Girder Guide Specification Dimensions (additional information available in Dimensions table) Given dimensions- Web Depth 70.00 in 70.00 in Web Thickness 0.63 in 0.75 in Trans. Stiff. Width 7.09 in 7.09 in Trans. Stiff. Thickness 0.39 in 0.39 in Bearing Stiff. Width 10.63 in 10.63 in 10.63 in 10.63 in 10.63 in 10.63 in Bearing Stiff. Thickness 1.18 in 1.18 in 1.18 in 1.18 in 1.18 in 1.18 in Execution Mode Rate Mode Geometry Brace locations 0.00 ft 16.08 ft 32.00 ft 47.78 ft 63.51 ft 79.20 ft 94.87 ft 110.54 ft 126.20 ft 141.87 ft 157.53 ft 173.20 ft 188.87 ft 206.07 ft 223.26 ft 240.45 ft 257.65 ft 274.84 ft 292.03 ft 309.23 ft 326.42 ft 343.61 ft 359.09 ft 374.57 ft 390.04 ft 405.52 ft 420.99 ft 436.47 ft 451.94 ft 467.42 ft 482.97 ft 498.75 ft 516.22 ft 533.69 ft 551.16 ft 568.64 ft 586.11 ft 603.58 ft 621.05 ft 638.51 ft Unbraced length of comp. flange at support 2 is 15.70 ft. Unbraced length of comp. flange at support 3 is 17.19 ft. Unbraced length of comp. flange at support 4 is 17.20 ft. Unbraced length of comp. flange at support 5 is 17.47 ft. Cover plates No cover plates Curvature Radius of curvature 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 781.99 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 2003 Guide Spec. for Horizontally Curved Steel Girder Bridges Flange splices Top flange splice locations 58.89 ft 103.36 ft 150.36 ft 212.45 ft 315.61 ft 382.95 ft 462.91 ft 527.62 ft Bottom flange splice locations 58.89 ft 103.36 ft 150.36 ft 212.45 ft 315.61 ft 382.95 ft 462.91 ft 527.62 ft Girder Type Plate Girder Composite Behavior Composite region for composite loading - 0. - 638.51 ft Span lengths 79.20 ft 109.67 ft 154.74 ft 155.14 ft 139.75 ft Stiffeners Bearing Stiffeners Single bearing stiffeners each side Longitudinal Stiffeners No longitudinal stiffener Transverse Stiffeners Transverse stiffeners both sides Stiffener transitions 16.08 ft 32.00 ft 47.78 ft 63.51 ft 79.20 ft 94.87 ft 126.20 ft 141.87 ft 157.53 ft 173.20 ft 188.87 ft 206.06 ft 223.25 ft 257.64 ft 274.84 ft 292.03 ft 326.41 ft 343.61 ft 359.09 ft 374.56 ft 390.04 ft 405.52 ft 420.99 ft 436.46 ft 451.94 ft 467.42 ft 482.97 ft 498.75 ft 516.22 ft 603.57 ft 621.04 ft Stiffener clips 0.98 in Web Splices Web splice locations 211.79 ft Web haunches No web haunches Fatigue Allowable weld stress 18.00 ksi AWS minimum welds Fatigue stress category B flange splices Impact Impact factors assigned in GSA program Loading Load Factors gamma, beta 1.300 1.670 Constructibility 1.400 Forms weight factor 1.000 Unshored construction Material Concrete Unit wt of concrete 150. lb/cu ft Slab t for strength 8.07 in 8.07 in 8.07 in 8.07 in 8.07 in Concrete strength 4.50 ksi Effective slab width 66.81 in 72.60 in 78.43 in 83.43 in 88.35 in 93.31 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in Neg mom rebar area 7.82 in2 7.82 in2 7.82 in2 7.82 in2 Rebar placement from bottom of slab 4.55 in 4.55 in 4.55 in 4.55 in Negative mom. slab used in dead load 2 analysis Slab haunch 5.91 in 5.91 in 5.91 in 5.91 in 5.91 in Slab haunch width 32.87 in 32.87 in 32.87 in 32.87 in 32.87 in Self weight slab width by tenth pt 66.81 in 72.60 in 78.43 in 83.43 in 88.35 in 93.31 in 98.23 in 103.15 in 108.07 in 113.03 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 118.03 in 118.39 in 119.06 in 119.96 in 121.18 in 122.68 in 124.45 in 126.46 in 128.86 in 131.42 in 117.91 in 117.91 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in Steel Web splice section 1 Steel grade M270-50 Web splice section 2 Steel grade M270-50 Rebar yield 60.00 ksi Summary tables Standard resolution summary tables Units Input Units: Metric Output Units: U.S. Customary END OF CASE DATA * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * (Nonprismatic section used for this analysis.) Service load shear (kips) and moment (kip-ft) at span tenth points on web section 1 Max live load+impact shear 56.0T 48.3T 39.1T 36.0T -32.8T -31.6T -44.0T -48.0T -61.3T -72.5T -70.0T 81.5T 68.9T 57.6T 43.1T -50.4T -51.6T -66.4T -80.5T -90.2T -89.7T 91.3L Dead load 1 shear 35.0 26.2 17.0 6.8 -3.2 -12.9 -23.6 -30.3 -41.9 -53.1 -65.5 51.1 34.7 20.0 2.3 -15.5 -34.3 -52.6 -72.1 -91.2 -110.3 111.6 Dead load 2 shear 5.2 3.8 2.4 1.1 -0.3 -1.6 -3.0 -4.2 -5.5 -6.8 -8.2 7.7 13.1 14.5 16.5 -1.3 -3.2 -5.2 -7.1 -9.0 -10.9 10.4 (Shear value at an interior support is at left of support.) Max live load+impact moment 1.3T 351.8T 591.1T 747.2T 836.0T 838.6T 787.4T 649.7T 479.2T 319.1L 271.6L 322.7T 711.6T 997.3T 1150.5T 1189.7T 1101.0T 889.9T 638.9T 434.2L 403.9L 601.8T Min live load+impact moment -1.4T -75.5T -151.0T -222.5T -293.8T -356.9T -421.0T -483.3T -551.3T -668.9L -992.2L -487.0L -367.3T -325.0L -377.0L -466.2L -560.5L -666.8L -912.3L -1351.9L -2007.4L -1067.8L Dead load 1 moment -0.1 242.6 414.3 505.9 520.3 458.9 315.0 117.8 -168.3 -542.9 -1013.5 -357.6 114.0 403.1 525.4 451.7 181.1 -294.6 -983.9 -1879.8 -2985.0 -1048.1 Dead load 2 moment 0.0 35.4 59.9 74.1 77.2 69.9 51.6 24.2 -14.2 -62.6 -122.0 -47.5 7.2 42.1 58.4 54.2 29.2 -16.9 -83.9 -171.8 -280.5 -98.8 * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Rate Web depth = 70.0000 in Web thickness = 0.6250 in Tenth Top Flange Min Top Bott Flange Min Bott Flange to Web Weld Point Width Flange t Width Flange t Top Bott 0 24.02 1.024 24.02 1.024 5/16 5/16 1 24.02 1.024 24.02 1.024 5/16 5/16 2 24.02 1.024 24.02 1.024 5/16 5/16 3 24.02 1.024 24.02 1.024 5/16 5/16 4 24.02 1.024 24.02 1.024 5/16 5/16 5 24.02 1.024 24.02 1.024 5/16 5/16 6 24.02 1.024 24.02 1.024 5/16 5/16 7 24.02 1.024 24.02 1.024 5/16 5/16 8 24.02 1.260 24.02 1.260 5/16 5/16 9 24.02 1.260 24.02 1.260 5/16 5/16 10 24.02 1.260 24.02 1.260 5/16 5/16 11 24.02 1.260 24.02 1.260 5/16 5/16 12 24.02 1.260 24.02 1.260 5/16 5/16 13 24.02 1.260 24.02 1.496 5/16 5/16 14 24.02 1.260 24.02 1.496 5/16 5/16 15 24.02 1.260 24.02 1.496 5/16 5/16 16 24.02 1.260 24.02 1.496 5/16 5/16 17 24.02 2.047 24.02 2.047 5/16 5/16 18 24.02 2.047 24.02 2.047 5/16 5/16 19 24.02 2.047 24.02 2.047 5/16 5/16 20 24.02 2.047 24.02 2.047 5/16 5/16 21 24.02 2.047 24.02 2.047 5/16 5/16 2 - 10.75 x 1.125 brng. stf. at 0.00 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 79.20 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 188.87 ft from left end of web section 7.00 x 0.41 transverse stiffeners 1 stiffener space at 206.30 in (straddles web splice) Composite section properties at max positive moment - n = 8 I = 107441. in4 S (top steel) = 12060.50 in3 S (bottom steel) = 2565.52 in3 S (concrete) = 4968.36 in3 Neutral axis from bottom flange = 41.88 in Composite section properties at max positive moment - n = 24 I = 76739. in4 S (top steel) = 4309.75 in3 S (bottom steel) = 2326.75 in3 S (concrete) = 2514.19 in3 Neutral axis from bottom flange = 32.98 in Section properties of girder alone at max positive moment I = 45977. in4 S (top) = 1717.31 in3 S (bottom) = 1914.58 in3 Neutral axis from bottom flange = 24.01 in Section properties of girder alone at max negative moment I = 145505. in4 S (top) = 3927.55 in3 S (bottom) = 3927.54 in3 Neutral axis from bottom flange = 37.05 in Composite section properties at max negative moment I = 160812. in4 S (top of steel) = 4637.40 in3 S (bottom of steel) = 4079.70 in3 S (reinf) = 3732.64 in3 Neutral axis from bottom flange = 39.42 in * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Web Section 1 Stresses ----------------------- Factored Shear Factored Bending Tenth Shear Strength Moment Strength Point (k ) (k ) Ratio (k-ft) (k-ft) Ratio 0 173.9 649.8 (5) 0.268 3.2 6975.1 (10) 0.000 1 143.8 649.8 (5) 0.221 1125.3 8509.7 (20) 0.132 2 110.1 649.8 (5) 0.169 1899.8 8990.1 (20) 0.211 3 88.3 649.8 (5) 0.136 2376.1 9092.8 (20) 0.261 4 75.7 649.8 (5) 0.116 2591.6 9192.9 (20) 0.282 5 87.4 649.8 (5) 0.135 2508.1 9292.9 (20) 0.270 6 130.0 649.8 (5) 0.200 2186.0 9364.0 (20) 0.233 7 149.0 649.8 (5) 0.229 1595.0 9364.0 (20) 0.170 8 194.9 649.8 (5) 0.300 1434.0 7264.4 (10) 0.197 9 235.3 649.8 (5) 0.362 2239.3 7169.4 (10) 0.312 10L 247.9 649.8 (5) 0.381 3630.2 7141.6 (10) 0.508 10R 287.4 649.8 (5) 0.442 3630.2 7141.6 (10) 0.508 11 253.4 649.8 (5) 0.390 1583.8 6326.7 (10) 0.250 12 211.7 649.8 (5) 0.326 1702.5 9145.6 (10) 0.186 13 169.9 649.8 (5) 0.262 2743.8 9992.3 (10) 0.275 14 118.0 649.8 (5) 0.182 3256.7 9955.9 (10) 0.327 15 131.4 649.8 (5) 0.202 3240.4 10009.6 (10) 0.324 16 160.7 649.8 (5) 0.247 2663.5 10362.7 (10) 0.257 17 219.1 649.8 (5) 0.337 1852.5 10856.1 (9) 0.171 18 277.7 549.9 (5) 0.505 3368.6 11438.6 (10) 0.294 19 326.0 463.5 (5) 0.703 5602.0 13723.9 (10) 0.408 20L 352.3 445.8 (5) 0.790 8603.1 13609.1 (10) 0.632 20R 418.2 445.8 (5) 0.938 8603.1 13609.1 (10) 0.632 21 356.9 445.8 (5) 0.800 3809.0 16129.7 (9) 0.236 Stiffeners Location 16.08 109.4 649.8 (5) 0.168 32.00 76.1 649.8 (5) 0.117 47.78 130.6 649.8 (5) 0.201 63.51 195.7 649.8 (5) 0.301 94.87 235.5 649.8 (5) 0.363 110.54 175.9 649.8 (5) 0.271 126.20 121.8 649.8 (5) 0.187 141.87 152.3 649.8 (5) 0.234 157.53 227.5 649.8 (5) 0.350 173.20 305.3 497.0 (5) 0.614 206.06 349.3 445.8 (5) 0.784 (5) C 0.58 Fyw D t (20) compact section (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 1467.92 1476.07 3 3964.34 4245.04 Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 0.00 0.00 0.00 0.000 chk not rq 0.000 0.000 16.08 13.19 0.00 0.000 chk not rq 0.000 0.000 32.00 17.57 0.00 0.000 0.000 0.000 0.000 47.78 14.23 0.00 0.000 chk not rq 0.000 0.000 63.51 9.65 0.00 0.000 chk not rq 0.000 0.000 79.20 24.61 0.00 0.000 0.000 0.000 0.000 94.87 5.03 0.57 0.113 chk not rq 0.023 0.023 110.54 13.07 1.21 0.092 chk not rq 0.048 0.048 126.20 16.56 1.53 0.092 chk not rq 0.061 0.061 141.87 14.07 1.31 0.093 chk not rq 0.052 0.052 157.53 9.08 0.69 0.076 0.151 0.027 0.027 173.20 15.39 1.25 0.081 0.162 0.050 0.050 188.87 25.75 2.36 0.092 0.184 0.094 0.094 206.07 9.45 1.01 0.107 0.213 0.040 0.040 Bearing Stiffeners Location Factored Allowable Actual Ratio Allowable Actual Ratio From Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress (ft) (k ) (ksi) (ksi) (ksi) (ksi) 0.00 180.38 49.95 5.78 0.116 67.55 8.21 0.122 0.00 180.38 49.95 5.78 0.116 67.55 8.21 0.122 79.20 458.48 49.95 14.69 0.294 67.55 20.87 0.309 79.20 458.48 49.95 14.69 0.294 67.55 20.87 0.309 188.87 698.67 49.95 22.38 0.448 67.55 31.80 0.471 188.87 698.67 49.95 22.38 0.448 67.55 31.80 0.471 Fatigue Truck Loading Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) Range Range Girder Base metal 7.92 B 242.30 1.58 8.00 0.197 Base metal 15.84 B 424.05 2.77 8.00 0.346 Base metal 23.76 B 551.64 3.61 8.00 0.452 Base metal 31.68 B 642.40 4.23 8.00 0.528 Base metal 39.60 B 679.28 4.50 8.00 0.563 Base metal 47.52 B 692.47 4.64 8.00 0.580 Base metal 55.44 B 653.21 4.46 8.00 0.558 Base metal 63.36 C 587.11 2.03 5.00 0.406 Base metal 71.28 C 576.77 2.24 5.00 0.448 Base metal 79.20 C 595.55 2.49 5.00 0.499 Base metal 90.17 C 430.91 0.41 5.00 0.081 Base metal 101.14 B 595.49 3.32 8.00 0.415 Base metal 112.10 B 759.07 3.72 8.00 0.465 Base metal 123.07 B 822.64 3.88 8.00 0.484 Base metal 134.04 B 920.85 4.54 8.00 0.567 Base metal 145.00 B 942.47 4.44 8.00 0.555 Base metal 155.97 C 863.90 0.89 5.00 0.179 Base metal 166.94 C 784.87 0.81 5.00 0.163 Base metal 177.91 C 773.62 0.80 5.00 0.160 Base metal 188.87 C 984.80 1.02 5.00 0.204 Base metal 204.35 C 897.13 0.93 5.00 0.186 Near flg-web weld 7.92 B 242.30 1.54 8.00 0.193 Near flg-web weld 15.84 B 424.05 2.70 8.00 0.338 Near flg-web weld 23.76 B 551.64 3.53 8.00 0.441 Near flg-web weld 31.68 B 642.40 4.13 8.00 0.516 Near flg-web weld 39.60 B 679.28 4.40 8.00 0.550 Near flg-web weld 47.52 B 692.47 4.53 8.00 0.567 Near flg-web weld 55.44 B 653.21 4.36 8.00 0.545 Near flg-web weld 63.36 B 587.11 3.44 8.00 0.430 Near flg-web weld 71.28 B 576.77 2.12 8.00 0.265 Near flg-web weld 79.20 B 595.55 2.35 8.00 0.294 Near flg-web weld 90.17 B 430.91 0.38 8.00 0.048 Near flg-web weld 101.14 B 595.49 3.06 8.00 0.382 Near flg-web weld 112.10 B 759.07 3.42 8.00 0.428 Near flg-web weld 123.07 B 822.64 3.71 8.00 0.464 Near flg-web weld 134.04 B 920.85 4.15 8.00 0.519 Near flg-web weld 145.00 B 942.47 4.25 8.00 0.531 Near flg-web weld 155.97 B 863.90 3.04 8.00 0.380 Near flg-web weld 166.94 B 784.87 0.75 8.00 0.094 Near flg-web weld 177.91 B 773.62 0.75 8.00 0.094 Near flg-web weld 188.87 B 984.80 0.96 8.00 0.120 Near flg-web weld 204.35 B 897.13 0.87 8.00 0.109 Top Flg. splice 58.89 B 627.70 2.18 8.00 0.272 Top Flg. splice 103.36 B 628.67 1.47 8.00 0.183 Top Flg. splice 150.36 B 916.61 2.37 8.00 0.296 Top Flg. splice 212.45 B 1069.75 1.84 8.00 0.230 Bot.Flg. splice 58.89 B 627.70 4.34 8.00 0.542 Bot.Flg. splice 103.36 B 628.67 3.76 8.00 0.470 Bot.Flg. splice 150.36 B 916.61 4.71 8.00 0.589 Bot.Flg. splice 212.45 B 1069.75 3.00 8.00 0.375 Rebars 79.20 963.56 7.05 20.00 0.353 Rebars 188.87 1585.19 5.00 20.00 0.250 * wheel distribution given in GSA program * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Cost Schedule for Web Section 1 -------------------------------- lb Flange 50149.1 Web 23624.4 Web stiffeners 1101.7 Bearing stiff. 1440.3 Total steel 76315.5 Welding Vol lbs Flange-web 496.4 140.8 Trans.stiff.-web ( 1/ 4 cont.) 85.4 24.2 Brng.stiff.( 1)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 2)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 3)-web( 5/16 cont.) 13.7 3.9 Total welding * 622.8 176.6 Total steel and weld 76492.1 Begin solution for web section 2. * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Service load shear (kips) and moment (kip-ft) at span tenth points on web section 2 Max live load+impact shear 74.8L 63.8T 55.1T -47.5T -55.6T -66.5T -79.5T -96.7T -106.3T 103.5T 76.3T 61.9T 54.7T 48.6T 44.8T -50.7T -60.9T -74.7T -89.5T 77.6T 66.5T 56.9T 58.5T 58.8T -45.4T -49.3T -46.2T -57.4T -74.0T Dead load 1 shear 84.4 54.8 25.2 -4.7 -34.4 -64.5 -94.1 -122.9 -150.9 118.9 88.2 34.4 18.5 -5.0 -31.3 -58.1 -84.7 -112.4 -139.6 142.9 114.1 82.7 52.1 27.2 -7.3 -28.7 -44.1 -75.2 -100.1 Dead load 2 shear 13.1 14.5 16.5 -0.5 -3.3 -6.1 -8.8 -11.5 -14.2 11.8 8.9 3.6 1.8 -0.6 -3.3 -6.0 -8.6 -11.3 -14.0 14.0 11.3 8.3 5.3 2.9 -0.6 -2.9 -4.6 -7.6 -10.0 (Shear value at an interior support is at left of support.) Max live load+impact moment 1232.2T 1696.3T 1979.8T 2084.5T 1993.1T 1708.7T 1230.3T 616.7L 428.7L 587.3L 1154.7T 1539.2T 1527.4T 1520.9T 1436.9T 1232.1T 891.4T 446.8T 314.7L 502.1L 957.1T 1275.7T 1466.7T 1608.0T 1596.1T 1452.4T 1202.6T 803.5T 0.0T Min live load+impact moment -800.8T -682.3T -640.5L -631.2L -676.5L -729.2L -840.1L -1232.6L -2226.7L -1262.3L -908.1L -796.6L -631.9L -572.8L -577.0L -581.4L -637.5L -946.4L -1721.0L -1044.6L -759.3L -661.1L -588.7L -500.0L -392.5L -288.1L -190.6L -97.0L 0.0T Dead load 1 moment 473.0 1538.5 2154.7 2312.3 2010.7 1248.7 24.7 -1654.7 -3774.0 -1693.4 -72.0 1066.5 1387.4 1460.0 1168.8 468.8 -646.6 -2172.5 -4127.4 -1959.5 -178.3 1198.0 2158.9 2713.6 2785.8 2546.9 2037.9 1225.5 0.0 Dead load 2 moment 42.2 141.3 197.6 210.8 180.9 107.8 -7.9 -165.3 -363.6 -159.2 2.5 119.6 153.8 161.5 131.3 59.0 -55.3 -210.2 -406.9 -193.8 -18.1 118.4 215.1 272.5 281.7 258.3 206.0 122.7 0.0 * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Rate Web depth = 70.0000 in Web thickness = 0.7500 in Tenth Top Flange Min Top Bott Flange Min Bott Flange to Web Weld Point Width Flange t Width Flange t Top Bott 22 24.02 2.047 24.02 2.756 5/16 5/16 23 24.02 2.047 24.02 2.756 5/16 5/16 24 24.02 2.047 24.02 2.756 5/16 5/16 25 24.02 2.047 24.02 2.756 5/16 5/16 26 24.02 2.047 24.02 2.756 5/16 5/16 27 24.02 2.047 24.02 2.756 5/16 5/16 28 24.02 2.047 24.02 2.756 5/16 5/16 29 24.02 1.890 24.02 1.890 5/16 5/16 30 24.02 1.890 24.02 1.890 5/16 5/16 31 24.02 1.890 24.02 1.890 5/16 5/16 32 24.02 1.890 24.02 1.890 5/16 5/16 33 24.02 1.496 24.02 2.520 5/16 5/16 34 24.02 1.496 24.02 2.520 5/16 5/16 35 24.02 1.496 24.02 2.520 5/16 5/16 36 24.02 1.496 24.02 2.520 5/16 5/16 37 24.02 1.496 24.02 2.520 5/16 5/16 38 24.02 1.890 24.02 1.890 5/16 5/16 39 24.02 1.890 24.02 1.890 5/16 5/16 40 24.02 1.890 24.02 1.890 5/16 5/16 41 24.02 1.890 24.02 1.890 5/16 5/16 42 24.02 1.890 24.02 1.890 5/16 5/16 43 24.02 1.496 24.02 2.520 5/16 5/16 44 24.02 1.496 24.02 2.520 5/16 5/16 45 24.02 1.496 24.02 2.520 5/16 5/16 46 24.02 1.496 24.02 2.520 5/16 5/16 47 24.02 1.496 24.02 2.520 5/16 5/16 48 24.02 1.496 24.02 2.520 5/16 5/16 49 24.02 1.496 24.02 2.520 5/16 5/16 50 24.02 1.496 24.02 2.520 5/16 5/16 2 - 10.75 x 1.125 brng. stf. at 131.82 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 286.96 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 426.71 ft from left end of web section 7.00 x 0.41 transverse stiffeners 1 stiffener space at 206.30 in (straddles web splice) Composite section properties at max positive moment - n = 8 I = 295684. in4 S (top steel) = 13211.06 in3 S (bottom steel) = 5726.52 in3 S (concrete) = 8481.59 in3 Neutral axis from bottom flange = 51.63 in Composite section properties at max positive moment - n = 24 I = 211217. in4 S (top steel) = 6315.50 in3 S (bottom steel) = 5206.05 in3 S (concrete) = 4599.22 in3 Neutral axis from bottom flange = 40.57 in Section properties of girder alone at max positive moment I = 141394. in4 S (top) = 3318.76 in3 S (bottom) = 4501.34 in3 Neutral axis from bottom flange = 31.41 in Section properties of girder alone at max negative moment I = 138740. in4 S (top) = 3760.94 in3 S (bottom) = 3760.94 in3 Neutral axis from bottom flange = 36.89 in Composite section properties at max negative moment I = 154054. in4 S (top of steel) = 4460.38 in3 S (bottom of steel) = 3925.79 in3 S (reinf) = 3574.23 in3 Neutral axis from bottom flange = 39.24 in * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Web Section 2 Stresses ----------------------- Factored Shear Factored Bending Tenth Shear Strength Moment Strength Point (k ) (k ) Ratio (k-ft) (k-ft) Ratio 22 289.1 770.4 (5) 0.375 3344.9 24491.6 (6) 0.137 23 228.6 770.4 (5) 0.297 5866.5 23649.7 (6) 0.248 24 173.7 770.4 (5) 0.225 7356.3 23383.4 (6) 0.315 25 109.9 770.4 (5) 0.143 7805.6 23336.1 (6) 0.334 26 169.8 770.4 (5) 0.220 7176.0 23469.6 (6) 0.306 27 236.1 770.4 (5) 0.306 5473.2 23882.3 (6) 0.229 28 306.5 770.4 (5) 0.398 2692.9 25438.8 (6) 0.106 29 384.5 770.4 (5) 0.499 5042.0 15447.0 (9) 0.326 30L 445.4 770.4 (5) 0.578 10213.0 15411.4 (9) 0.663 30R 445.3 770.4 (5) 0.578 10213.0 15411.4 (9) 0.663 31 394.6 770.4 (5) 0.512 5148.8 15564.8 (9) 0.331 32 291.9 770.4 (5) 0.379 2416.4 18643.9 (9) 0.130 33 183.7 770.4 (5) 0.238 4883.6 21968.2 (6) 0.222 34 145.1 770.4 (5) 0.188 5319.7 21644.9 (6) 0.246 35 98.2 770.4 (5) 0.127 5409.8 21578.6 (6) 0.251 36 136.8 770.4 (5) 0.178 4809.5 21791.0 (6) 0.221 37 193.5 770.4 (5) 0.251 3361.0 22617.5 (6) 0.149 38 253.7 770.4 (5) 0.329 2296.5 15601.3 (9) 0.147 39 323.0 875.6 (5) 0.369 5152.2 15464.5 (10) 0.333 40L 394.0 875.6 (5) 0.450 9630.8 15341.0 (10) 0.628 40R 428.9 856.3 (5) 0.501 9630.8 15341.0 (10) 0.628 41 372.5 856.3 (5) 0.435 5067.0 15376.8 (10) 0.330 42 307.2 856.3 (5) 0.359 1903.9 15632.3 (10) 0.122 43 241.9 856.3 (5) 0.282 4480.8 23740.3 (20) 0.189 44 201.7 856.3 (5) 0.236 6270.4 23740.3 (20) 0.264 45 166.7 856.3 (5) 0.195 7373.0 23740.3 (20) 0.311 46 108.8 856.3 (5) 0.127 7452.8 23740.3 (20) 0.314 47 148.0 856.3 (5) 0.173 6799.9 23740.3 (20) 0.286 48 163.6 856.3 (5) 0.191 5528.1 23740.3 (20) 0.233 49 232.2 770.4 (5) 0.301 3497.1 23740.3 (20) 0.147 50 303.9 770.4 (5) 0.394 0.0 20313.8 (10) 0.000 Stiffeners Location 223.25 275.6 770.4 (5) 0.358 240.45 210.3 770.4 (5) 0.273 257.64 145.4 770.4 (5) 0.189 274.84 143.2 770.4 (5) 0.186 292.03 214.0 770.4 (5) 0.278 309.22 290.8 770.4 (5) 0.377 326.41 375.8 770.4 (5) 0.488 390.04 184.5 770.4 (5) 0.240 405.52 145.5 770.4 (5) 0.189 420.99 98.8 770.4 (5) 0.128 436.46 136.2 770.4 (5) 0.177 451.94 192.5 770.4 (5) 0.250 467.42 252.5 770.4 (5) 0.328 482.97 321.8 770.4 (5) 0.418 516.22 356.2 856.3 (5) 0.416 533.69 274.5 856.3 (5) 0.321 551.16 211.8 856.3 (5) 0.247 586.10 118.6 856.3 (5) 0.139 603.57 155.8 856.3 (5) 0.182 621.04 215.1 856.4 (5) 0.251 (5) C 0.58 Fyw D t (20) compact section (6) Fy S(equiv) Maximum moment in factored strength expression (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 1467.92 1476.07 3 3964.34 4245.04 Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 223.26 8.25 0.87 0.105 0.210 0.035 0.035 240.45 13.73 1.43 0.104 0.208 0.057 0.057 257.65 16.38 1.70 0.104 0.207 0.068 0.068 274.84 16.14 1.67 0.104 0.207 0.067 0.067 292.03 12.96 1.35 0.104 0.208 0.054 0.054 309.23 6.82 0.73 0.106 0.213 0.029 0.029 326.42 13.97 1.49 0.106 0.213 0.059 0.059 343.61 31.88 3.01 0.095 0.189 0.120 0.120 359.09 16.03 1.36 0.085 0.169 0.054 0.054 374.57 6.77 0.65 0.096 0.193 0.026 0.026 390.04 11.03 0.94 0.086 0.171 0.038 0.038 405.52 12.21 1.04 0.085 0.170 0.041 0.041 420.99 12.47 1.06 0.085 0.169 0.042 0.042 436.47 11.02 0.94 0.085 0.170 0.037 0.037 451.94 7.48 0.65 0.087 0.173 0.026 0.026 467.42 6.83 0.59 0.086 0.173 0.024 0.024 482.97 15.93 0.00 0.000 0.000 0.000 0.000 498.75 30.16 0.00 0.000 0.000 0.000 0.000 516.22 12.92 0.00 0.000 0.000 0.000 0.000 533.69 7.15 0.00 0.000 0.000 0.000 0.000 551.16 13.83 0.00 0.000 0.000 0.000 0.000 568.64 17.54 0.00 0.000 0.000 0.000 0.000 586.11 17.53 0.00 0.000 0.000 0.000 0.000 603.58 14.90 0.00 0.000 0.000 0.000 0.000 621.05 9.81 0.00 0.000 0.000 0.000 0.000 638.51 0.00 0.00 0.000 0.000 0.000 0.000 Bearing Stiffeners Location Factored Allowable Actual Ratio Allowable Actual Ratio From Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress (ft) (k ) (ksi) (ksi) (ksi) (ksi) 343.61 796.36 49.84 23.21 0.466 67.55 36.24 0.537 131.82 796.36 49.84 23.21 0.466 67.55 36.24 0.537 498.75 741.26 49.84 21.60 0.433 67.55 33.74 0.499 286.96 741.26 49.84 21.60 0.433 67.55 33.74 0.499 638.51 306.04 49.84 8.92 0.179 67.55 13.93 0.206 426.71 306.04 49.84 8.92 0.179 67.55 13.93 0.206 Fatigue Truck Loading Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) Range Range Girder Base metal 219.82 B 1204.98 2.40 8.00 0.299 Base metal 235.29 B 1421.04 2.88 8.00 0.360 Base metal 250.77 B 1509.79 3.14 8.00 0.393 Base metal 266.24 B 1483.16 3.11 8.00 0.389 Base metal 281.72 B 1499.88 3.11 8.00 0.389 Base metal 297.19 B 1406.67 2.84 8.00 0.355 Base metal 312.67 B 1181.22 2.35 8.00 0.294 Base metal 328.14 C 886.95 0.77 5.00 0.155 Base metal 343.61 C 971.13 0.85 5.00 0.170 Base metal 359.13 C 896.25 0.78 5.00 0.156 Base metal 374.64 C 1163.18 1.02 5.00 0.203 Base metal 390.16 B 1317.19 3.03 8.00 0.379 Base metal 405.67 B 1166.31 2.67 8.00 0.333 Base metal 421.18 B 1101.05 2.52 8.00 0.314 Base metal 436.70 B 1118.32 2.55 8.00 0.319 Base metal 452.21 B 1057.02 2.41 8.00 0.301 Base metal 467.72 C 886.31 0.77 5.00 0.155 Base metal 483.24 C 684.52 1.39 5.00 0.278 Base metal 498.75 C 789.85 1.81 5.00 0.362 Base metal 512.73 C 754.56 1.55 5.00 0.311 Base metal 526.70 C 929.86 1.60 5.00 0.320 Base metal 540.68 B 1112.09 2.50 8.00 0.313 Base metal 554.65 B 1194.88 2.66 8.00 0.332 Base metal 568.63 B 1237.40 2.72 8.00 0.340 Base metal 582.60 B 1175.55 2.56 8.00 0.320 Base metal 596.58 B 1035.37 2.24 8.00 0.280 Base metal 610.55 B 827.72 1.78 8.00 0.223 Base metal 624.53 B 513.48 1.10 8.00 0.138 Near flg-web weld 219.82 B 1204.98 2.24 8.00 0.280 Near flg-web weld 235.29 B 1421.04 2.64 8.00 0.330 Near flg-web weld 250.77 B 1509.79 2.80 8.00 0.350 Near flg-web weld 266.24 B 1483.16 2.75 8.00 0.344 Near flg-web weld 281.72 B 1499.88 2.78 8.00 0.348 Near flg-web weld 297.19 B 1406.67 2.61 8.00 0.326 Near flg-web weld 312.67 B 1181.22 2.19 8.00 0.274 Near flg-web weld 328.14 B 886.95 0.73 8.00 0.091 Near flg-web weld 343.61 B 971.13 0.80 8.00 0.100 Near flg-web weld 359.13 B 896.25 0.74 8.00 0.092 Near flg-web weld 374.64 B 1163.18 2.90 8.00 0.362 Near flg-web weld 390.16 B 1317.19 2.63 8.00 0.328 Near flg-web weld 405.67 B 1166.31 2.32 8.00 0.291 Near flg-web weld 421.18 B 1101.05 2.19 8.00 0.274 Near flg-web weld 436.70 B 1118.32 2.23 8.00 0.279 Near flg-web weld 452.21 B 1057.02 2.11 8.00 0.263 Near flg-web weld 467.72 B 886.31 0.73 8.00 0.091 Near flg-web weld 483.24 B 684.52 1.32 8.00 0.164 Near flg-web weld 498.75 B 789.85 1.71 8.00 0.214 Near flg-web weld 512.73 B 754.56 1.47 8.00 0.184 Near flg-web weld 526.70 B 929.86 2.51 8.00 0.314 Near flg-web weld 540.68 B 1112.09 2.38 8.00 0.297 Near flg-web weld 554.65 B 1194.88 2.53 8.00 0.316 Near flg-web weld 568.63 B 1237.40 2.59 8.00 0.323 Near flg-web weld 582.60 B 1175.55 2.44 8.00 0.305 Near flg-web weld 596.58 B 1035.37 2.13 8.00 0.267 Near flg-web weld 610.55 B 827.72 1.70 8.00 0.212 Near flg-web weld 624.53 B 513.48 1.05 8.00 0.131 Top Flg. splice 315.61 B 1130.53 1.92 8.00 0.240 Top Flg. splice 382.95 B 1283.60 2.11 8.00 0.264 Top Flg. splice 462.91 B 942.61 1.61 8.00 0.201 Top Flg. splice 527.62 B 941.68 1.75 8.00 0.218 Bot.Flg. splice 315.61 B 1130.53 3.29 8.00 0.411 Bot.Flg. splice 382.95 B 1283.60 3.87 8.00 0.484 Bot.Flg. splice 462.91 B 942.61 2.81 8.00 0.351 Bot.Flg. splice 527.62 B 941.68 2.63 8.00 0.329 Trans. stiff. toe 257.64 C' 1497.96 3.06 6.00 0.510 Full depth conn PL 274.84 C' 1492.45 3.04 6.00 0.507 Rebars 343.61 1505.18 5.05 20.00 0.253 Rebars 498.75 1218.19 4.09 20.00 0.204 * wheel distribution given in GSA program * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Cost Schedule for Web Section 2 -------------------------------- lb Flange 144127.1 Web 76230.7 Web stiffeners 2935.3 Bearing stiff. 1440.3 Total steel 224733.4 Welding Vol lbs Flange-web 1000.1 283.6 Trans.stiff.-web ( 1/ 4 cont.) 227.5 64.5 Brng.stiff.( 1)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 2)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 3)-web( 5/16 cont.) 13.7 3.9 Total welding * 1268.6 359.7 Total steel and weld 225093.1 Summary Tables Governing Service Shear Girder 7 Service Shear -k Tenth Location Noncomp Comp Max LL+I Range Point Dead Dead 0 0.00 34.98 5.17 56.05 T 66.11 1 7.92 26.23 3.78 48.27 T 58.29 2 15.84 17.05 2.40 39.07 T 55.04 3 23.76 6.76 1.08 35.98 T 57.11 4 31.68 -3.19 -0.30 -32.76 T 60.14 5 39.60 -12.86 -1.62 -31.60 T 58.80 6 47.52 -23.55 -3.00 -44.00 T 62.33 7 55.44 -30.26 -4.16 -48.02 T 69.74 Top flg.spl. 58.89 -34.74 -4.73 -52.69 71.87 Bot flg.spl. 58.89 -34.74 -4.73 -52.69 71.87 8 63.36 -41.95 -5.54 -61.35 T 73.63 9 71.28 -53.10 -6.81 -72.50 T 84.45 10 79.20L -65.52 -8.20 -70.03 T 78.09 10 79.20R 68.53 7.75 86.69 T 101.19 11 90.17 51.07 7.75 81.52 T 100.62 12 101.14 34.71 13.09 68.89 T 93.31 Top flg.spl. 103.36 31.60 13.70 66.49 92.03 Bot flg.spl. 103.36 31.60 13.70 66.49 92.03 13 112.10 19.98 14.53 57.60 T 87.63 14 123.07 2.32 16.47 43.10 T 82.15 15 134.04 -15.54 -1.32 -50.43 T 90.39 16 145.00 -34.27 -3.24 -51.57 T 87.74 Top flg.spl. 150.36 -43.26 -4.18 -57.09 88.04 Bot flg.spl. 150.36 -43.26 -4.18 -57.09 88.04 17 155.97 -52.57 -5.16 -66.37 T 89.49 18 166.94 -72.06 -7.08 -80.55 T 100.88 19 177.91 -91.21 -8.95 -90.20 T 104.36 20 188.87L -110.34 -10.87 -89.72 T 99.89 20 188.87R 138.70 13.09 101.74 L 117.69 21 204.35 111.64 10.39 91.31 L 114.16 Top flg.spl. 212.45 97.63 11.96 81.98 109.04 Bot flg.spl. 212.45 97.63 11.96 81.98 109.04 22 219.82 84.35 13.09 74.79 L 105.83 23 235.29 54.84 14.53 63.77 T 103.64 24 250.77 25.22 16.47 55.06 T 95.98 25 266.24 -4.69 -0.55 -47.48 T 94.30 26 281.72 -34.43 -3.34 -55.61 T 96.57 27 297.19 -64.50 -6.13 -66.46 T 105.00 28 312.67 -94.08 -8.84 -79.54 T 113.71 Top flg.spl. 315.61 -99.61 -9.34 -82.49 114.80 Bot flg.spl. 315.61 -99.61 -9.34 -82.49 114.80 29 328.14 -122.85 -11.46 -96.67 T 117.36 30 343.61L -150.94 -14.16 -106.31 T 119.83 30 343.61R 148.40 14.53 107.56 T 120.59 31 359.13 118.95 11.78 103.46 T 119.46 32 374.64 88.15 8.92 76.33 T 99.38 Top flg.spl. 382.95 54.65 5.59 67.70 100.41 Bot flg.spl. 382.95 54.65 5.59 67.70 100.41 33 390.16 34.40 3.55 61.89 T 98.75 34 405.67 18.46 1.84 54.67 T 87.13 35 421.18 -4.96 -0.59 48.56 T 84.75 36 436.70 -31.30 -3.30 44.81 T 87.09 37 452.21 -58.09 -6.01 -50.74 T 92.81 Top flg.spl. 462.91 -76.37 -7.81 -57.40 96.99 Bot flg.spl. 462.91 -76.37 -7.81 -57.40 96.99 38 467.72 -84.75 -8.63 -60.94 T 97.86 39 483.24 -112.40 -11.32 -74.70 T 96.42 40 498.75L -139.62 -14.03 -89.49 T 102.82 40 498.75R 167.38 16.47 87.47 T 94.31 41 512.73 142.86 14.02 77.64 T 89.91 42 526.70 114.09 11.26 66.45 T 85.13 Top flg.spl. 527.62 112.10 11.07 65.77 84.98 Bot flg.spl. 527.62 112.10 11.07 65.77 84.98 43 540.68 82.74 8.27 56.91 T 85.10 44 554.65 52.13 5.33 58.51 T 82.72 45 568.63 27.19 2.88 58.80 T 104.36 46 582.60 -7.29 -0.57 -45.42 T 81.33 47 596.58 -28.67 -2.85 -49.30 T 82.28 48 610.55 -44.15 -4.62 -46.17 T 78.39 49 624.53 -75.22 -7.56 -57.38 T 77.07 50 638.51 -100.14 -10.00 -74.03 T 81.65 Ranges shown in this table not used for fatigue. T - governed by truck loading L - governed by lane loading Fatigue Truck Shear 2003 Guide Spec Girder 7 2003 Guide Spec Fatigue Truck Shear - k Tenth Pt Max LL+I Range 0 23.84 24.85 1 17.31 18.32 2 11.60 16.03 3 15.05 23.00 4 -15.67 26.00 5 13.56 26.20 6 -21.67 29.80 7 -19.68 29.41 8 -29.63 34.56 9 -34.53 36.16 10 -32.01 32.52 10R 30.64 32.03 11 36.03 37.41 12 29.29 32.28 13 28.12 38.88 14 17.69 34.06 15 -23.82 42.01 16 -18.26 35.92 17 -30.64 39.04 18 -35.85 42.54 19 -40.70 43.09 20 -41.01 42.03 20R 28.06 28.84 21 32.75 33.53 22 25.91 33.43 23 23.71 42.95 24 22.57 41.82 25 21.84 42.68 26 -21.70 43.10 27 -23.39 43.04 28 -26.44 39.99 29 -35.14 41.89 30 -41.02 41.87 30R 31.30 32.14 31 37.93 38.76 32 28.77 33.44 33 30.20 42.37 34 28.75 41.17 35 26.80 41.50 36 24.56 41.10 37 21.37 40.30 38 -22.57 36.91 39 -30.49 37.82 40 -39.97 40.69 40R 30.77 31.00 41 36.25 36.48 42 30.95 35.86 43 27.51 40.92 44 29.24 40.59 45 28.79 50.71 46 -23.94 40.30 47 -22.38 38.35 48 -20.18 33.34 49 -26.00 35.14 50 -37.14 37.80 Reactions Girder 7 Factored Reactions - k Loc Noncomp Comp LL+I LL+I Max Min Dead Dead Max Min Total Total 0.00 49.82 6.93 123.63 -24.84 180.38 0.14 Steel 12.75 Conc 37.07 79.20 181.41 21.64 255.43 -49.70 458.48 82.01 Steel 41.34 Conc 140.08 188.87 322.78 30.96 344.93 -50.21 698.67 222.36 Steel 95.52 Conc 227.26 343.61 388.99 37.18 370.18 -46.65 796.36 295.70 Steel 121.41 Conc 267.58 498.75 402.46 39.89 298.91 -35.07 741.26 332.32 Steel 125.16 Conc 277.30 638.51 132.69 13.03 161.20 -17.39 306.91 97.92 Steel 41.10 Conc 91.59 Unfactored Reactions - k Loc Noncomp Comp LL+I LL+I Max Min Dead Dead Max Min Total Total 0.00 38.32 5.33 56.94 -11.44 100.60 32.21 Steel 9.81 Conc 28.51 79.20 139.55 16.65 117.65 -22.89 273.85 133.30 Steel 31.80 Conc 107.75 188.87 248.29 23.81 158.88 -23.13 430.98 248.97 Steel 73.48 Conc 174.81 343.61 299.23 28.60 170.51 -21.49 498.34 306.34 Steel 93.39 Conc 205.83 498.75 309.58 30.68 137.68 -16.15 477.95 324.11 Steel 96.28 Conc 213.31 638.51 102.07 10.02 74.25 -8.01 186.34 104.08 Steel 31.61 Conc 70.45 Reactions in girder output include weight in girder extensions at abutments, which is not included in girder system output. Governing Service Moment Girder 7 Service Moment - k-ft Tenth Location Noncomp Comp Max LL+I Min LL+I Range Point Dead Dead 0 0.00 -0.07 0.00 1.34 T -1.41 T 2.75 1 7.92 242.62 35.43 351.84 T -75.49 T 427.33 2 15.84 414.30 59.91 591.12 T -151.01 T 742.13 3 23.76 505.92 74.07 747.17 T -222.45 T 969.62 4 31.68 520.30 77.18 835.98 T -293.77 T 1129.75 5 39.60 458.92 69.88 838.63 T -356.89 T 1195.51 6 47.52 314.98 51.58 787.43 T -421.00 T 1208.43 7 55.44 117.76 24.19 649.69 T -483.32 T 1133.01 Top flg.spl 58.89 4.01 8.81 579.41 -512.24 1091.65 Bot.flg.spl 58.89 4.01 8.81 579.41 -512.24 1091.65 8 63.36 -168.28 -14.22 479.21 T -551.26 T 1030.47 9 71.28 -542.92 -62.60 319.10 L -668.89 L 987.99 10 79.20 -1013.48 -121.95 271.63 L -992.22 L 1263.85 11 90.17 -357.62 -47.47 322.68 T -486.97 L 809.65 12 101.14 114.03 7.23 711.57 T -367.29 T 1078.86 Top flg.spl 103.36 187.25 15.90 777.71 -352.49 1130.20 Bot.flg.spl 103.36 187.25 15.90 777.71 -352.49 1130.20 13 112.10 403.07 42.14 997.26 T -325.04 L 1322.30 14 123.07 525.42 58.38 1150.51 T -377.00 L 1527.51 15 134.04 451.70 54.20 1189.66 T -466.17 L 1655.83 16 145.00 181.09 29.17 1100.97 T -560.51 L 1661.48 Top flg.spl 150.36 -25.61 9.31 1013.16 -610.93 1624.09 Bot.flg.spl 150.36 -25.61 9.31 1013.16 -610.93 1624.09 17 155.97 -294.59 -16.87 889.88 T -666.80 L 1556.67 18 166.94 -983.89 -83.86 638.85 T -912.25 L 1551.10 19 177.91 -1879.82 -171.80 434.22 L -1351.86 L 1786.08 20 188.87 -2984.95 -280.47 403.94 L -2007.42 L 2411.35 21 204.35 -1048.05 -98.76 601.81 T -1067.79 L 1669.60 Top flg.spl 212.45 -194.90 -19.74 952.59 -909.51 1862.10 Bot.flg.spl 212.45 -194.90 -19.74 952.59 -909.51 1862.10 22 219.82 473.02 42.20 1232.22 T -800.82 T 2033.04 23 235.29 1538.53 141.28 1696.34 T -682.27 T 2378.61 24 250.77 2154.67 197.65 1979.84 T -640.48 L 2620.32 25 266.24 2312.34 210.85 2084.48 T -631.22 L 2715.71 26 281.72 2010.66 180.86 1993.09 T -676.49 L 2669.58 27 297.19 1248.72 107.84 1708.74 T -729.16 L 2437.90 28 312.67 24.74 -7.92 1230.34 T -840.05 L 2070.39 Top flg.spl 315.61 -259.72 -34.66 1124.00 -893.04 2017.05 Bot.flg.spl 315.61 -259.72 -34.66 1124.00 -893.04 2017.05 29 328.14 -1654.68 -165.33 616.73 L -1232.60 L 1849.33 30 343.61 -3774.04 -363.62 428.71 L -2226.67 L 2655.38 31 359.13 -1693.38 -159.25 587.26 L -1262.27 L 1849.52 32 374.64 -72.03 2.49 1154.69 T -908.12 L 2062.81 Top flg.spl 382.95 639.57 75.54 1409.99 -854.99 2264.98 Bot.flg.spl 382.95 639.57 75.54 1409.99 -854.99 2264.98 33 390.16 1066.49 119.61 1539.24 T -796.61 L 2335.85 34 405.67 1387.39 153.85 1527.45 T -631.93 L 2159.38 35 421.18 1460.00 161.48 1520.90 T -572.79 L 2093.69 36 436.70 1168.77 131.26 1436.88 T -577.04 L 2013.93 37 452.21 468.82 58.99 1232.09 T -581.37 L 1813.46 Top flg.spl 462.91 -256.58 -15.46 1008.21 -593.07 1601.27 Bot.flg.spl 462.91 -256.58 -15.46 1008.21 -593.07 1601.27 38 467.72 -646.62 -55.27 891.37 T -637.53 L 1528.90 39 483.24 -2172.53 -210.22 446.78 T -946.39 L 1393.17 40 498.75 -4127.37 -406.86 314.75 L -1721.00 L 2035.75 41 512.73 -1959.45 -193.80 502.06 L -1044.59 L 1546.65 42 526.70 -178.26 -18.15 957.14 T -759.34 L 1716.48 Top flg.spl 527.62 -74.92 -7.93 982.38 -747.09 1729.46 Bot.flg.spl 527.62 -74.92 -7.93 982.38 -747.09 1729.46 43 540.68 1198.00 118.40 1275.69 T -661.07 L 1936.76 44 554.65 2158.88 215.12 1466.67 T -588.68 L 2055.36 45 568.63 2713.56 272.53 1608.04 T -499.99 L 2108.03 46 582.60 2785.76 281.67 1596.09 T -392.47 L 1988.57 47 596.58 2546.91 258.30 1452.38 T -288.07 L 1740.45 48 610.55 2037.94 206.05 1202.62 T -190.56 L 1393.18 49 624.53 1225.55 122.70 803.48 T -97.03 L 900.51 50 638.51 0.00 0.00 0.00 T 0.00 T 0.00 T - governed by truck loading L - governed by lane loading Range shown in this table not used for fatigue. At Bracing Brace No. 2 16.08 418.26 60.49 597.08 -153.24 3 32.00 519.29 77.09 837.75 -296.46 4 47.78 309.49 50.84 784.36 -423.02 5 63.51 -174.32 -15.01 476.20 -552.96 6 79.20 -1013.48 -121.95 271.63 -992.22 7 94.87 -132.94 -21.61 447.97 -388.47 8 110.54 371.95 38.29 964.51 -325.31 9 126.20 524.37 59.27 1173.33 -398.66 10 141.87 279.49 38.48 1138.86 -532.29 11 157.53 -379.68 -25.13 856.58 -693.24 12 173.20 -1469.50 -131.50 500.73 -1136.64 13 188.87 -2984.95 -280.47 403.94 -2007.42 14 206.07 -858.55 -81.09 650.49 -1004.92 15 223.26 749.05 67.83 1349.67 -761.67 16 240.45 1793.78 164.81 1810.88 -659.82 17 257.65 2281.33 208.84 2048.42 -632.35 18 274.84 2201.61 199.50 2057.55 -655.45 19 292.03 1554.08 136.93 1825.10 -705.13 20 309.23 336.19 21.41 1348.37 -791.05 21 326.42 -1445.81 -145.77 664.02 -1159.10 22 343.61 -3774.03 -363.61 428.71 -2226.67 23 359.09 -1697.79 -159.68 586.39 -1263.84 24 374.57 -78.84 1.80 1152.34 -909.27 25 390.04 1061.02 119.04 1537.84 -797.64 26 405.52 1385.45 153.64 1527.54 -633.03 27 420.99 1461.33 161.62 1521.46 -573.13 28 436.47 1176.05 132.01 1439.01 -576.98 29 451.94 484.28 60.58 1236.74 -580.86 30 467.42 -620.85 -52.64 899.03 -634.01 31 482.97 -2142.56 -207.19 451.80 -937.11 32 498.75 -4127.36 -406.86 314.75 -1720.99 33 516.22 -1477.55 -146.35 590.80 -936.54 34 533.69 560.89 55.05 1133.57 -686.80 35 551.16 1957.09 194.66 1423.65 -608.28 36 568.64 2713.73 272.55 1608.07 -499.94 37 586.11 2755.10 278.87 1572.45 -366.01 38 603.58 2329.96 236.02 1345.98 -238.74 39 621.05 1466.78 147.16 940.84 -120.68 Fatigue Truck Moment 2003 Guide Spec Girder 7 2003 Guide Spec. Fatigue Truck Moment - k-ft Tenth Location Max LL+I Min LL+I Range Point 0 0.00 1.05 -1.11 2.16 1 7.92 260.25 -62.81 323.07 2 15.84 439.77 -125.63 565.40 3 23.76 550.53 -185.00 735.53 4 31.68 612.22 -244.31 856.53 5 39.60 608.45 -297.25 905.70 6 47.52 573.24 -350.05 923.29 7 55.44 470.34 -400.60 870.94 Top flg.spl 58.89 413.70 -423.23 836.93 Bot.flg.spl 58.89 413.70 -423.23 836.93 8 63.36 329.75 -453.07 782.82 9 71.28 248.82 -520.22 769.03 10 79.20 201.99 -592.07 794.06 11 90.17 244.43 -330.11 574.55 12 101.14 516.76 -277.22 793.99 Top flg.spl 103.36 570.45 -267.78 838.23 Bot.flg.spl 103.36 570.45 -267.78 838.23 13 112.10 777.44 -234.65 1012.09 14 123.07 886.71 -210.13 1096.85 15 134.04 916.81 -310.99 1227.80 16 145.00 845.56 -411.07 1256.63 Top flg.spl 150.36 761.86 -460.29 1222.15 Bot.flg.spl 150.36 761.86 -460.29 1222.15 17 155.97 639.78 -512.09 1151.87 18 166.94 425.35 -621.14 1046.49 19 177.91 293.47 -738.02 1031.50 20 188.87 235.78 -1077.28 1313.06 21 204.35 393.34 -802.83 1196.18 Top flg.spl 212.45 700.58 -725.75 1426.33 Bot.flg.spl 212.45 700.58 -725.75 1426.33 22 219.82 944.46 -662.18 1606.64 23 235.29 1345.57 -549.15 1894.72 24 250.77 1569.61 -443.44 2013.05 25 266.24 1628.49 -349.06 1977.54 26 281.72 1562.21 -437.63 1999.84 27 297.19 1328.17 -547.39 1875.56 28 312.67 915.83 -659.13 1574.96 Top flg.spl 315.61 825.61 -681.77 1507.37 Bot.flg.spl 315.61 825.61 -681.77 1507.37 29 328.14 399.52 -783.08 1182.60 30 343.61 243.42 -1051.42 1294.84 31 359.13 389.23 -805.76 1194.99 32 374.64 882.11 -668.80 1550.91 Top flg.spl 382.95 1101.35 -610.12 1711.47 Bot.flg.spl 382.95 1101.35 -610.12 1711.47 33 390.16 1210.20 -546.05 1756.25 34 405.67 1188.67 -366.41 1555.07 35 421.18 1186.16 -281.91 1468.07 36 436.70 1133.95 -357.14 1491.09 37 452.21 974.85 -434.51 1409.36 Top flg.spl 462.91 774.83 -481.98 1256.81 Bot.flg.spl 462.91 774.83 -481.98 1256.81 38 467.72 677.13 -504.62 1181.75 39 483.24 329.74 -582.96 912.69 40 498.75 230.07 -823.06 1053.13 41 512.73 349.80 -656.28 1006.08 42 526.70 662.50 -577.32 1239.82 Top flg.spl 527.62 682.68 -572.89 1255.57 Bot.flg.spl 527.62 682.68 -572.89 1255.57 43 540.68 961.99 -520.79 1482.79 44 554.65 1129.71 -463.47 1593.18 45 568.63 1258.42 -391.44 1649.86 46 582.60 1260.72 -306.67 1567.40 47 596.58 1155.10 -225.39 1380.49 48 610.55 954.57 -149.06 1103.62 49 624.53 608.77 -75.87 684.64 50 638.51 0.00 0.00 0.00 Does not include 0.75 factor. Service Force Summary Tables Force Summary at Tenth Points (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 35 5 56 0 0 1 -1 0 0 7 7.92 26 4 48 243 35 352 -75 0 0 7 15.84 17 2 39 414 60 591 -151 0 0 7 23.76 7 1 36 506 74 747 -222 0 0 4 31.68 -3 0 -33 520 77 836 -294 0 0 4 39.60 -13 -2 -32 459 70 839 -357 0 0 3 47.52 -24 -3 -44 315 52 787 -421 0 0 3 55.44 -30 -4 -48 118 24 650 -483 0 0 6 63.36 -42 -6 -61 -168 -14 479 -551 0 0 6 71.28 -53 -7 -72 -543 -63 319 -669 0 0 -8 79.20 -66 -8 -70 -1013 -122 272 -992 0 0 -8 79.20R 69 8 87 -1013 -122 -70 -8 0 0 2 90.17 51 8 82 -358 -47 323 -487 0 0 9 101.14 35 13 69 114 7 712 -367 0 0 -8 112.10 20 15 58 403 42 997 -325 0 0 6 123.07 2 16 43 525 58 1151 -377 0 0 6 134.04 -16 -1 -50 452 54 1190 -466 0 0 4 145.00 -34 -3 -52 181 29 1101 -561 0 0 6 155.97 -53 -5 -66 -295 -17 890 -667 0 0 6 166.94 -72 -7 -81 -984 -84 639 -912 0 0 8 177.91 -91 -9 -90 -1880 -172 434 -1352 0 0 -10 188.87 -110 -11 -90 -2985 -280 404 -2007 0 0 -10 188.87R 139 13 102 -2985 -280 -90 -10 0 0 -3 204.35 112 10 91 -1048 -99 602 -1068 0 0 -10 219.82 84 13 75 473 42 1232 -801 0 0 -9 235.29 55 15 64 1539 141 1696 -682 0 0 -6 250.77 25 16 55 2155 198 1980 -640 0 0 5 266.24 -5 -1 -47 2312 211 2084 -631 0 0 3 281.72 -34 -3 -56 2011 181 1993 -676 0 0 4 297.19 -65 -6 -66 1249 108 1709 -729 0 0 6 312.67 -94 -9 -80 25 -8 1230 -840 0 0 9 328.14 -123 -11 -97 -1655 -165 617 -1233 0 0 10 343.61 -151 -14 -106 -3774 -364 429 -2227 0 0 10 343.61R 148 15 108 -3774 -364 -106 -14 0 0 -3 359.13 119 12 103 -1693 -159 587 -1262 0 0 -10 374.64 88 9 76 -72 2 1155 -908 0 0 -10 390.16 34 4 62 1066 120 1539 -797 0 0 -8 405.67 18 2 55 1387 154 1527 -632 0 0 -3 421.18 -5 -1 49 1460 161 1521 -573 0 0 3 436.70 -31 -3 45 1169 131 1437 -577 0 0 5 452.21 -58 -6 -51 469 59 1232 -581 0 0 7 467.72 -85 -9 -61 -647 -55 891 -638 0 0 8 483.24 -112 -11 -75 -2173 -210 447 -946 0 0 8 498.75 -140 -14 -89 -4127 -407 315 -1721 0 0 8 498.75R 167 16 87 -4127 -407 -89 -13 0 0 -3 512.73 143 14 78 -1959 -194 502 -1045 0 0 -7 526.70 114 11 66 -178 -18 957 -759 0 0 -6 540.68 83 8 57 1198 118 1276 -661 0 0 -4 554.65 52 5 59 2159 215 1467 -589 0 0 -2 568.63 27 3 59 2714 273 1608 -500 0 0 -2 582.60 -7 -1 -45 2786 282 1596 -392 0 0 -3 596.58 -29 -3 -49 2547 258 1452 -288 0 0 4 610.55 -44 -5 -46 2038 206 1203 -191 0 0 6 624.53 -75 -8 -57 1226 123 803 -97 0 0 6 638.51 -100 -10 -74 0 0 0 0 0 0 6 Force Summary at Quarter Points (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 35 5 56 0 0 1 -1 0 0 7 19.80 12 2 46 470 68 678 -187 0 0 5 39.60 -13 -2 -32 459 70 839 -357 0 0 -3 59.40 -36 -5 -55 -14 6 563 -511 0 0 -5 79.20 -66 -8 -70 -1013 -122 272 -992 0 0 -8 79.20R 69 8 87 -1013 -122 -70 -8 0 0 2 106.62 28 14 64 279 27 871 -334 0 0 7 134.04 -16 -1 -50 452 54 1190 -466 0 0 4 161.45 -62 -6 -74 -613 -48 759 -765 0 0 -7 188.87 -110 -11 -90 -2985 -280 404 -2007 0 0 -10 188.87R 139 13 102 -2985 -280 -90 -10 0 0 -3 227.56 70 14 69 1062 97 1487 -732 0 0 8 266.24 -5 -1 -47 2312 211 2084 -631 0 0 3 304.93 -79 -7 -72 694 55 1486 -749 0 0 -8 343.61 -151 -14 -106 -3774 -364 429 -2227 0 0 10 343.61R 148 15 108 -3774 -364 -106 -14 0 0 -3 382.40 64 7 68 558 67 1370 -822 0 0 9 421.18 -5 -1 49 1460 161 1521 -573 0 0 3 459.97 -71 -7 -67 -37 7 1079 -603 0 0 -8 498.75 -140 -14 -89 -4127 -407 315 -1721 0 0 8 498.75R 167 16 87 -4127 -407 -89 -13 0 0 -3 533.69 99 10 61 561 55 1133 -687 0 0 5 568.63 27 3 59 2714 273 1608 -500 0 0 2 603.57 -37 -4 -49 2326 236 1341 -238 0 0 -5 638.51 -100 -10 -74 0 0 0 0 0 0 6 Force Summary at Brace Locations (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 35 5 56 0 0 1 -1 0 0 7 16.08 17 2 39 418 60 597 -153 0 0 7 32.00 -4 0 -34 519 77 838 -296 0 0 4 47.78 -24 -3 -44 309 51 784 -423 0 0 3 63.51 -42 -6 -62 -174 -15 476 -553 0 0 6 79.20 -66 -8 -70 -1013 -122 272 -992 0 0 -8 94.87 60 11 96 -133 -22 448 -388 0 0 6 110.54 22 14 59 372 38 965 -325 0 0 5 126.20 -3 13 24 524 59 1173 -399 0 0 6 141.87 -29 -3 -50 279 38 1139 -532 0 0 5 157.53 -55 -5 -68 -380 -25 857 -693 0 0 6 173.20 -83 -8 -87 -1469 -132 501 -1137 0 0 -4 188.87 -110 -11 -90 -2985 -280 404 -2007 0 0 -10 206.07 121 12 99 -859 -81 650 -1005 0 0 -10 223.26 78 14 72 749 68 1350 -762 0 0 -8 240.45 45 15 61 1794 165 1811 -660 0 0 -4 257.65 12 11 21 2281 209 2048 -632 0 0 6 274.84 -21 -2 -52 2202 200 2058 -655 0 0 4 292.03 -55 -5 -63 1554 137 1825 -705 0 0 6 309.23 -88 -8 -76 336 21 1348 -791 0 0 8 326.42 -120 -11 -95 -1446 -146 664 -1159 0 0 10 343.61 -151 -14 -106 -3774 -364 429 -2227 0 0 10 359.09 119 12 103 -1698 -160 586 -1264 0 0 -10 374.57 88 9 76 -79 2 1152 -909 0 0 -10 390.04 35 4 62 1061 119 1538 -798 0 0 -8 405.52 19 2 55 1385 154 1528 -633 0 0 -3 420.99 -5 -1 49 1461 162 1521 -573 0 0 3 436.47 -31 -3 46 1176 132 1439 -577 0 0 5 451.94 -58 -6 -50 484 61 1237 -581 0 0 7 467.42 -84 -9 -61 -621 -53 899 -634 0 0 8 482.97 -112 -11 -74 -2143 -207 452 -937 0 0 8 498.75 -140 -14 -89 -4127 -407 315 -1721 0 0 8 516.22 165 16 92 -1478 -146 591 -937 0 0 -8 533.69 99 10 61 561 55 1134 -687 0 0 -5 551.16 59 6 58 1957 195 1424 -608 0 0 -2 568.64 27 3 59 2714 273 1608 -500 0 0 -2 586.11 -14 -1 -56 2755 279 1572 -366 0 0 -2 603.58 -34 -4 -46 2330 236 1346 -239 0 0 5 621.05 -68 -7 -54 1467 147 941 -121 0 0 6 638.51 -100 -10 -74 0 0 0 0 0 0 6 Shear on right side of pier is found in Service Shear table. Truck-lane Moment Range Girder 7 Truck-Lane Moment Ranges - k-ft Tenth Loc ---------- Truck --------- ---------- Lane ----------- Max LL+I Min LL+I Range Max LL+I Min LL+I Range 0 0.00 1.34 -1.41 2.75 1.12 -1.16 2.28 1 7.92 350.72 -75.40 426.13 255.00 -67.18 322.18 2 15.84 588.84 -150.83 739.67 443.39 -134.37 577.76 3 23.76 740.82 -221.86 962.68 571.42 -197.79 769.20 4 31.68 825.52 -292.69 1118.21 653.39 -261.43 914.82 5 39.60 827.25 -354.72 1181.98 675.15 -318.59 993.74 6 47.52 773.60 -417.76 1191.36 652.64 -376.05 1028.68 7 55.44 632.16 -478.79 1110.95 567.02 -430.78 997.80 Top flg.spl 58.89 554.88 -506.12 1061.00 515.34 -458.03 973.37 Bot.flg.spl 58.89 554.88 -506.12 1061.00 515.34 -458.03 973.37 8 63.36 440.75 -542.16 982.91 435.49 -496.36 931.85 9 71.28 255.52 -630.62 886.14 319.10 -668.89 987.99 10 79.20 231.89 -731.68 963.56 271.63 -992.22 1263.85 11 90.17 298.22 -439.02 737.24 282.38 -472.73 755.10 12 101.14 711.57 -363.91 1075.48 497.19 -277.30 774.48 Top flg.spl 103.36 779.53 -350.15 1129.68 547.16 -266.53 813.69 Bot.flg.spl 103.36 779.53 -350.15 1129.68 547.16 -266.53 813.69 13 112.10 996.01 -300.60 1296.61 765.49 -318.46 1083.96 14 123.07 1147.40 -254.37 1401.77 920.28 -377.00 1297.27 15 134.04 1186.80 -354.85 1541.65 979.58 -466.17 1445.75 16 145.00 1094.04 -468.74 1562.78 913.80 -560.51 1474.31 Top flg.spl 150.36 1003.11 -525.15 1528.25 841.32 -610.93 1452.24 Bot.flg.spl 150.36 1003.11 -525.15 1528.25 841.32 -610.93 1452.24 17 155.97 875.75 -584.78 1460.53 737.00 -666.80 1403.80 18 166.94 580.45 -710.46 1290.90 556.87 -912.25 1469.12 19 177.91 309.73 -875.86 1185.59 434.22 -1351.86 1786.08 20 188.87 289.56 -1295.63 1585.19 403.94 -2007.42 2411.35 21 204.35 550.79 -965.20 1515.99 536.23 -1062.11 1598.35 Top flg.spl 212.45 928.37 -872.29 1800.66 791.70 -832.25 1623.94 Bot.flg.spl 212.45 928.37 -872.29 1800.66 791.70 -832.25 1623.94 22 219.82 1220.18 -795.40 2015.58 1027.83 -698.38 1726.21 23 235.29 1672.03 -657.76 2329.79 1534.70 -650.89 2185.59 24 250.77 1916.33 -528.35 2444.67 1858.05 -640.48 2498.53 25 266.24 1978.22 -406.61 2384.84 1967.60 -631.22 2598.82 26 281.72 1909.62 -493.93 2403.55 1874.12 -676.49 2550.61 27 297.19 1659.22 -616.89 2276.10 1562.79 -729.16 2291.95 28 312.67 1190.87 -744.89 1935.76 1064.48 -840.05 1904.53 Top flg.spl 315.61 1080.08 -771.02 1851.11 970.02 -893.04 1863.06 Bot.flg.spl 315.61 1080.08 -771.02 1851.11 970.02 -893.04 1863.06 29 328.14 531.09 -888.62 1419.71 569.29 -1232.60 1801.89 30 343.61 287.27 -1217.91 1505.18 428.71 -2226.25 2654.95 31 359.13 516.01 -924.38 1440.39 551.82 -1262.27 1814.09 32 374.64 1126.63 -763.06 1889.69 1006.53 -908.12 1914.65 Top flg.spl 382.95 1366.52 -694.76 2061.28 1261.54 -854.99 2116.53 Bot.flg.spl 382.95 1366.52 -694.76 2061.28 1261.54 -854.99 2116.53 33 390.16 1483.61 -621.05 2104.66 1392.92 -796.61 2189.53 34 405.67 1449.39 -416.50 1865.89 1393.23 -631.93 2025.16 35 421.18 1454.06 -322.76 1776.82 1387.54 -572.79 1960.33 36 436.70 1401.55 -411.30 1812.86 1285.57 -577.04 1862.61 37 452.21 1226.66 -499.87 1726.53 1045.39 -581.37 1626.76 Top flg.spl 462.91 1007.78 -554.50 1562.27 791.99 -593.14 1385.13 Bot.flg.spl 462.91 1007.78 -554.50 1562.27 791.99 -593.14 1385.13 38 467.72 890.25 -581.03 1471.28 686.61 -637.53 1324.14 39 483.24 431.05 -674.82 1105.87 383.46 -945.65 1329.11 40 498.75 262.80 -955.39 1218.19 314.75 -1721.00 2035.75 41 512.73 429.00 -754.65 1183.65 460.30 -1044.32 1504.61 42 526.70 877.65 -656.90 1534.54 817.35 -759.34 1576.69 Top flg.spl 527.62 902.82 -651.60 1554.42 840.09 -747.10 1587.18 Bot.flg.spl 527.62 902.82 -651.60 1554.42 840.09 -747.10 1587.18 43 540.68 1200.04 -592.07 1792.11 1150.59 -661.07 1811.66 44 554.65 1395.58 -527.06 1922.64 1352.96 -588.68 1941.64 45 568.63 1546.68 -444.95 1991.62 1491.82 -499.99 1991.82 46 582.60 1554.39 -348.27 1902.66 1457.16 -392.47 1849.63 47 596.58 1431.30 -255.76 1687.06 1286.10 -288.07 1574.17 48 610.55 1195.27 -169.24 1364.51 1025.00 -190.52 1215.52 49 624.53 801.49 -86.14 887.63 636.96 -96.97 733.93 50 638.51 0.00 0.00 0.00 0.00 0.00 0.00 Range shown in this table not used for fatigue. Service Torque Girder 7 Service Torque - k-ft Tenth Location DL1 DL2 Max LL+I Min LL+I Range Point 0 0.00 0.00 -0.02 7.25 -6.94 14.19 1 7.92 0.00 -0.02 7.26 T -6.95 T 14.21 2 15.84 0.00 -0.02 7.25 T -6.95 T 14.20 3 23.76 0.00 -0.01 4.33 T -4.17 T 8.50 4 31.68 0.00 -0.01 4.31 T -4.16 T 8.46 5 39.60 0.00 0.00 2.96 T -2.88 T 5.85 6 47.52 0.00 0.00 3.00 T -2.89 T 5.89 7 55.44 0.00 0.06 5.74 T -5.58 T 11.32 TOP FLG.SPL 58.89 0.05 0.07 6.07 -5.91 11.98 BOT.FLG.SPL 58.89 0.05 0.07 6.07 -5.91 11.98 8 63.36 0.00 0.06 5.73 T -5.56 T 11.28 9 71.28 0.00 0.04 8.13 L -8.47 L 16.60 10 79.20 0.00 0.04 8.11 L -8.47 L 16.58 11 90.17 0.00 -0.02 9.25 T -8.75 L 18.00 12 101.14 0.00 -0.06 8.23 T -8.26 T 16.49 TOP FLG.SPL 103.36 -0.02 -0.06 7.90 -7.91 15.80 BOT.FLG.SPL 103.36 -0.02 -0.06 7.90 -7.91 15.80 13 112.10 0.00 0.02 6.21 T -5.68 L 11.89 14 123.07 0.00 0.02 6.21 T -5.68 L 11.89 15 134.04 0.00 0.04 4.05 T -3.89 L 7.95 16 145.00 0.05 0.05 5.53 T -5.37 L 10.90 TOP FLG.SPL 150.36 0.06 0.06 5.71 -5.55 11.26 BOT.FLG.SPL 150.36 0.06 0.06 5.71 -5.55 11.26 17 155.97 0.05 0.05 5.53 T -5.37 L 10.90 18 166.94 0.08 0.06 8.42 T -7.92 L 16.35 19 177.91 -0.10 -0.03 9.55 L -9.61 L 19.16 20 188.87 -0.19 -0.08 9.55 L -9.61 L 19.16 21 204.35 -0.19 -0.08 9.35 T -9.74 L 19.09 TOP FLG.SPL 212.45 -0.28 -0.09 9.02 -9.34 18.36 BOT.FLG.SPL 212.45 -0.28 -0.09 9.02 -9.34 18.36 22 219.82 -0.31 -0.09 8.45 T -8.69 T 17.14 23 235.29 -0.21 -0.06 6.42 T -6.45 T 12.87 24 250.77 -0.09 -0.03 4.58 T -4.47 L 9.04 25 266.24 0.00 0.00 3.35 T -3.19 L 6.54 26 281.72 0.13 0.03 4.14 T -4.04 L 8.17 27 297.19 0.22 0.06 6.35 T -6.22 L 12.57 28 312.67 0.29 0.09 8.63 T -8.44 L 17.07 TOP FLG.SPL 315.61 0.28 0.10 8.91 -8.72 17.63 BOT.FLG.SPL 315.61 0.28 0.10 8.91 -8.72 17.63 29 328.14 0.14 0.09 9.57 L -9.45 L 19.02 30 343.61 0.14 0.09 9.57 L -9.45 L 19.02 31 359.13 -0.07 -0.01 9.50 L -10.49 L 19.99 32 374.64 -0.10 -0.01 8.39 T -10.32 L 18.72 TOP FLG.SPL 382.95 -0.39 -0.17 6.76 -9.18 15.94 BOT.FLG.SPL 382.95 -0.39 -0.17 6.76 -9.18 15.94 33 390.16 -0.48 -0.21 5.41 T -7.76 L 13.16 34 405.67 -0.15 -0.05 2.67 T -3.36 L 6.03 35 421.18 -0.06 -0.03 3.14 T -3.05 L 6.20 36 436.70 0.06 0.01 4.80 T -3.95 L 8.75 37 452.21 0.18 0.05 6.83 T -5.33 L 12.16 TOP FLG.SPL 462.91 0.17 0.06 7.88 -6.17 14.05 BOT.FLG.SPL 462.91 0.17 0.06 7.88 -6.17 14.05 38 467.72 0.18 0.07 8.15 T -6.46 L 14.61 39 483.24 0.25 0.12 8.14 T -7.05 L 15.18 40 498.75 0.28 0.15 8.14 L -7.05 L 15.18 41 512.73 0.28 0.15 6.40 L -6.94 L 13.34 42 526.70 0.26 0.15 4.24 T -5.66 L 9.90 TOP FLG.SPL 527.62 0.25 0.15 4.09 -5.57 9.66 BOT.FLG.SPL 527.62 0.25 0.15 4.09 -5.57 9.66 43 540.68 0.15 0.08 1.93 T -4.21 L 6.14 44 554.65 -0.09 -0.01 1.62 T -2.06 L 3.68 45 568.63 -0.09 -0.01 1.62 T -2.06 L 3.68 46 582.60 -0.31 -0.14 2.25 T -2.73 L 4.98 47 596.58 -0.25 -0.12 3.60 T -3.37 L 6.96 48 610.55 -0.08 -0.05 6.00 T -3.51 L 9.51 49 624.53 -0.17 -0.09 6.49 T -3.74 L 10.24 50 638.51 -0.17 -0.09 6.49 -3.74 10.24 Combined Factored Moment Girder 7 Combined Factored Moment - k-ft Tenth Pt Loc Tot Dead+Max LL+I Tot Dead+Min LL+I Moment shifting reflected in this table. 0 0.00 2.82 -3.16 1 7.92 1125.32 197.59 2 15.84 1899.78 288.62 3 23.76 2376.09 271.04 4 31.68 2591.63 138.95 5 39.60 2508.10 -87.36 6 47.52 2186.03 -437.47 7 55.44 1595.01 -864.75 8 63.36 803.12 -1434.04 9 71.28 -94.42 -2239.35 10 79.20 -886.36 -3630.18 11 90.17 173.92 -1583.82 12 101.14 1702.45 -639.74 13 112.10 2743.83 -126.88 14 123.07 3256.70 -59.52 15 134.04 3240.41 -354.39 16 145.00 2663.55 -943.52 17 155.97 1527.03 -1852.51 18 166.94 -1.13 -3368.58 19 177.91 -1724.42 -5602.00 20 188.87 -3368.10 -8603.15 21 204.35 -184.33 -3809.03 22 219.82 3344.94 -1068.79 23 235.29 5866.50 702.55 24 250.77 7356.25 1667.53 25 266.24 7805.55 1909.76 26 281.72 7175.97 1380.30 27 297.19 5473.20 180.52 28 312.67 2692.93 -1801.89 29 328.14 -1027.09 -5041.99 30 343.61 -4448.23 -10213.05 31 359.13 -1133.49 -5148.81 32 374.64 2416.45 -2061.92 33 390.16 4883.62 -187.51 34 405.67 5319.70 631.68 35 421.18 5409.81 864.41 36 436.70 4809.52 437.28 37 452.21 3361.03 -575.99 38 467.72 1022.71 -2296.54 39 483.24 -2127.62 -5152.19 40 498.75 -5211.19 -9630.79 41 512.73 -1709.25 -5067.04 42 526.70 1822.63 -1903.85 43 540.68 4480.83 276.13 44 554.65 6270.35 1808.17 45 568.63 7372.97 2796.43 46 582.60 7452.77 3135.59 47 596.58 6799.91 3021.39 48 610.55 5528.08 2503.48 49 624.53 3497.07 1542.07 50 638.51 0.00 0.00 Contraflexure Points Contraflexure Points Service Noncomposite Dead 59.01 ft 98.06 ft 149.76 ft 214.48 ft 312.93 ft 375.46 ft 459.45 ft 528.30 ft Top flange tension for region between contraflexure pts. 59.01 - 98.06 149.76 - 214.48 312.93 - 375.46 459.45 - 528.30 Bottom flange tension for region between contraflexure pts. Service Tot Dead+Max LL+I 67.38 ft 91.23 ft 162.51 ft 208.01 ft 320.59 ft 366.89 ft 469.29 ft 521.92 ft Top flange tension for region between contraflexure pts. 67.38 - 91.23 162.51 - 208.01 320.59 - 366.89 469.29 - 521.92 Bottom flange tension for region between contraflexure pts. Service Tot Dead+Min LL+I 45.80 ft 107.48 ft 135.52 ft 222.68 ft 304.63 ft 384.63 ft 451.39 ft 534.48 ft Top flange tension for region between contraflexure pts. 45.80 - 107.48 135.52 - 222.68 304.63 - 384.63 451.39 - 534.48 Bottom flange tension for region between contraflexure pts. Factored Tot Dead+Max LL+I 68.77 ft 90.06 ft 164.57 ft 206.73 ft 322.04 ft 365.93 ft 471.12 ft 520.60 ft Top flange tension for region between contraflexure pts. 68.77 - 90.06 164.57 - 206.73 322.04 - 365.93 471.12 - 520.60 Bottom flange tension for region between contraflexure pts. Factored Tot Dead+Min LL+I 39.60 ft 224.96 ft 302.24 ft 390.16 ft 448.75 ft 536.24 ft Top flange tension for region between contraflexure pts. 39.60 - 224.96 302.24 - 390.16 448.75 - 536.24 Bottom flange tension for region between contraflexure pts. Factored Composite Dead 60.66 ft 99.42 ft 152.49 ft 214.68 ft 311.76 ft 374.36 ft 460.90 ft 528.35 ft Top flange tension for region between contraflexure pts. 60.66 - 99.42 152.49 - 214.68 311.76 - 374.36 460.90 - 528.35 Bottom flange tension for region between contraflexure pts. Total Dead + 1.67 Min LL+I - 10.57 Overload 37.02 ft 228.28 ft 298.90 ft 392.45 ft 444.74 ft 538.65 ft Top flange tension for region between contraflexure pts. 37.02 - 228.28 298.90 - 392.45 444.74 - 538.65 Bottom flange tension for region between contraflexure pts. Factored DC1+DC2 59.21 ft 98.20 ft 150.01 ft 214.02 ft 312.83 ft 375.36 ft 459.59 ft 528.31 ft Top flange tension for region between contraflexure pts. 59.21 - 98.20 150.01 - 214.02 312.83 - 375.36 459.59 - 528.31 Bottom flange tension for region between contraflexure pts. Dimensions Girder 7 Dimensions Tenth -Top Flange- ----Web---- -Bot Flange- Area Point Loc tfw tft wd wt bfw bft weld weld 0 0.00 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 1 7.92 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 2 15.84 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 3 23.76 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 4 31.68 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 5 39.60 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 6 47.52 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 7 55.44 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 SpL 58.89 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 SpR 58.89 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 8 63.36 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 9 71.28 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 10 79.20 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 11 90.17 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 12 101.14 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 SpL 103.36 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 SpR 103.36 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.496 96.20 13 112.10 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.496 96.20 14 123.07 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.496 96.20 15 134.04 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.496 96.20 16 145.00 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.496 96.20 SpL 150.36 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.496 96.20 SpR 150.36 24.02 2.047 5/16 48.03 0.625 5/16 24.02 2.047 128.35 17 155.97 24.02 2.047 5/16 48.03 0.625 5/16 24.02 2.047 128.35 18 166.94 24.02 2.047 5/16 56.75 0.625 5/16 24.02 2.047 133.80 19 177.91 24.02 2.047 5/16 67.34 0.625 5/16 24.02 2.047 140.42 20 188.87 24.02 2.047 5/16 70.00 0.625 5/16 24.02 2.047 142.08 21 204.35 24.02 2.047 5/16 70.00 0.625 5/16 24.02 2.047 142.08 SpL 212.45 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.047 150.83 SpR 212.45 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 22 219.82 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 23 235.29 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 24 250.77 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 25 266.24 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 26 281.72 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 27 297.19 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 28 312.67 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 SpL 315.61 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 SpR 315.61 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 29 328.14 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 30 343.61 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 31 359.13 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 32 374.64 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpL 382.95 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpR 382.95 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 33 390.16 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 34 405.67 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 35 421.18 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 36 436.70 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 37 452.21 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 SpL 462.91 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 SpR 462.91 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 38 467.72 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 39 483.24 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 40 498.75 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 41 512.73 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 42 526.70 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpL 527.62 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpR 527.62 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 43 540.68 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 44 554.65 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 45 568.63 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 46 582.60 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 47 596.58 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 48 610.55 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 49 624.53 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 50 638.51 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 Theoretical Flange Splice Locations Tenth Pt Range Location 7 - 8 a 12 - 13 a 16 - 17 a 21 - 22 a 28 - 29 a 32 - 33 a 37 - 38 a 42 - 43 a a. Splice not required in this range. Stiffener Spacing Panel Panel Uniform Start End in Panel 0.00 16.08 ft 1 @ 192.99 in 16.08 32.00 ft 1 @ 191.02 in 32.00 47.78 ft 1 @ 189.33 in 47.78 63.51 ft 1 @ 188.78 in 63.51 79.20 ft 1 @ 188.31 in 79.20 94.87 ft 1 @ 188.02 in 94.87 126.20 ft 2 @ 187.99 in 126.20 141.87 ft 1 @ 187.95 in 141.87 157.53 ft 1 @ 187.99 in 157.53 173.20 ft 1 @ 187.95 in 173.20 188.87 ft 1 @ 188.12 in 188.87 206.06 ft 1 @ 206.29 in 206.06 223.25 ft 1 @ 206.30 in 223.25 257.64 ft 2 @ 206.34 in 257.64 274.84 ft 1 @ 206.30 in 274.84 292.03 ft 1 @ 206.34 in 292.03 326.41 ft 2 @ 206.30 in 326.41 343.61 ft 1 @ 206.40 in 343.61 359.09 ft 1 @ 185.68 in 359.09 374.56 ft 1 @ 185.67 in 374.56 390.04 ft 1 @ 185.71 in 390.04 405.52 ft 1 @ 185.75 in 405.52 420.99 ft 1 @ 185.67 in 420.99 436.46 ft 1 @ 185.71 in 436.46 451.94 ft 1 @ 185.75 in 451.94 467.42 ft 1 @ 185.71 in 467.42 482.97 ft 1 @ 186.57 in 482.97 498.75 ft 1 @ 189.42 in 498.75 516.22 ft 1 @ 209.63 in 516.22 603.57 ft 5 @ 209.65 in 603.57 621.04 ft 1 @ 209.61 in 621.04 638.51 ft 1 @ 209.59 in Bearing Stiffeners Location Width Thickness 0.00 10.75 1.125 79.20 10.75 1.125 188.87 10.75 1.125 343.61 10.75 1.125 498.75 10.75 1.125 638.51 10.75 1.125 Transverse Stiffeners Web Section Width Thickness 1 7.00 0.406 2 7.00 0.406 Elastic Section Properties for Stiffness Analysis Girder 7 Elastic Section Properties for Stiffness Analysis ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 35354. 25.04 25.04 77703. 40.65 9.43 55657. 32.54 17.53 1 35354. 25.04 25.04 79624. 41.36 8.72 57003. 33.04 17.04 2 35354. 25.04 25.04 81417. 42.01 8.07 58309. 33.52 16.56 3 35354. 25.04 25.04 82855. 42.54 7.54 59392. 33.92 16.16 4 35354. 25.04 25.04 84188. 43.02 7.06 60426. 34.30 15.78 5 35354. 25.04 25.04 85455. 43.48 6.60 61437. 34.68 15.40 6 35354. 25.04 25.04 86318. 43.80 6.28 62141. 34.94 15.14 7 35354. 25.04 25.04 86318. 43.80 6.28 62141. 34.94 15.14 8 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 9 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 10 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 11 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 12 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 13 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 14 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 15 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 16 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 17 67457. 26.06 26.06 131955. 40.74 11.39 97587. 32.94 19.19 18 94537. 30.42 30.42 177971. 46.59 14.25 133168. 37.92 22.92 19 134276. 35.71 35.71 244375. 53.61 17.82 184728. 43.93 27.50 20 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 21 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 22 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 23 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 24 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 25 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 26 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 27 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 28 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 29 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 30 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 31 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 32 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 33 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 34 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 35 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 36 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 37 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 38 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 39 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 40 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 41 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 42 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 43 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 44 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 45 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 46 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 47 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 48 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 49 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 50 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 Elastic Section Properties for Pos Mom Stress Girder 7 Elastic Section Properties for Pos Mom Stress ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 35354. 25.04 25.04 77703. 40.65 9.43 55657. 32.54 17.53 1 35354. 25.04 25.04 79624. 41.36 8.72 57003. 33.04 17.04 2 35354. 25.04 25.04 81417. 42.01 8.07 58309. 33.52 16.56 3 35354. 25.04 25.04 82855. 42.54 7.54 59392. 33.92 16.16 4 35354. 25.04 25.04 84188. 43.02 7.06 60426. 34.30 15.78 5 35354. 25.04 25.04 85455. 43.48 6.60 61437. 34.68 15.40 6 35354. 25.04 25.04 86318. 43.80 6.28 62141. 34.94 15.14 7 35354. 25.04 25.04 86318. 43.80 6.28 62141. 34.94 15.14 8 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 9 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 10 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 11 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 12 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 13 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 14 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 15 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 16 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 17 67457. 26.06 26.06 131955. 40.74 11.39 97587. 32.94 19.19 18 94537. 30.42 30.42 177971. 46.59 14.25 133168. 37.92 22.92 19 134276. 35.71 35.71 244375. 53.61 17.82 184728. 43.93 27.50 20 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 21 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 22 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 23 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 24 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 25 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 26 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 27 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 28 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 29 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 30 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 31 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 32 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 33 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 34 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 35 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 36 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 37 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 38 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 39 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 40 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 41 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 42 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 43 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 44 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 45 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 46 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 47 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 48 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 49 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 50 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 Elastic Section Properties for Neg Mom Stress Girder 7 Elastic Section Properties for Neg Mom Stress ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 1 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 2 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 3 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 4 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 5 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 6 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 7 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 8 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 9 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 10 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 11 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 12 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 13 45977. 24.01 26.77 55329. 26.72 24.07 55329. 26.72 24.07 14 45977. 24.01 26.77 55329. 26.72 24.07 55329. 26.72 24.07 15 45977. 24.01 26.77 55329. 26.72 24.07 55329. 26.72 24.07 16 45977. 24.01 26.77 55329. 26.72 24.07 55329. 26.72 24.07 17 67457. 26.06 26.06 76211. 28.04 24.08 76211. 28.04 24.08 18 94537. 30.42 30.42 105671. 32.56 28.28 105671. 32.56 28.28 19 134276. 35.71 35.71 148689. 38.04 33.39 148689. 38.04 33.39 20 145505. 37.05 37.05 160812. 39.42 34.68 160812. 39.42 34.68 21 145505. 37.05 37.05 160812. 39.42 34.68 160812. 39.42 34.68 22 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 23 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 24 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 25 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 26 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 27 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 28 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 29 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 30 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 31 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 32 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 33 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 34 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 35 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 36 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 37 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 38 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 39 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 40 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 41 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 42 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 43 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 44 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 45 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 46 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 47 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 48 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 49 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 50 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 Service Moment - Steel and Concrete Tenth Pt Location Steel Concrete 0 0.00 0. 0. 1 7.92 61. 182. 2 15.84 104. 310. 3 23.76 127. 379. 4 31.68 133. 388. 5 39.60 118. 341. 6 47.52 86. 229. 7 55.44 39. 79. 8 63.36 -26. -142. 9 71.28 -112. -431. 10 79.20 -218. -796. 11 90.17 -70. -287. 12 101.14 34. 80. 13 112.10 94. 309. 14 123.07 106. 419. 15 134.04 70. 382. 16 145.00 -11. 192. 17 155.97 -142. -153. 18 166.94 -327. -657. 19 177.91 -571. -1309. 20 188.87 -873. -2112. 21 204.35 -266. -782. 22 219.82 219. 254. 23 235.29 551. 988. 24 250.77 740. 1415. 25 266.24 780. 1533. 26 281.72 671. 1340. 27 297.19 413. 835. 28 312.67 8. 17. 29 328.14 -542. -1112. 30 343.61 -1221. -2553. 31 359.13 -576. -1117. 32 374.64 -59. -13. 33 390.16 323. 744. 34 405.67 440. 947. 35 421.18 471. 989. 36 436.70 384. 785. 37 452.21 163. 305. 38 467.72 -190. -456. 39 483.24 -673. -1499. 40 498.75 -1290. -2838. 41 512.73 -617. -1342. 42 526.70 -62. -117. 43 540.68 372. 826. 44 554.65 676. 1483. 45 568.63 851. 1863. 46 582.60 872. 1913. 47 596.58 796. 1751. 48 610.55 635. 1403. 49 624.53 380. 845. 50 638.51 0. 0. Service Torque - Steel and Concrete Tenth Pt Location Steel Concrete 0 0.00 -0.01 -0.01 1 7.92 -0.01 -0.01 2 15.84 -0.01 -0.01 3 23.76 0.00 -0.01 4 31.68 0.00 -0.01 5 39.60 0.00 0.00 6 47.52 0.00 0.00 7 55.44 0.01 0.04 8 63.36 0.01 0.04 9 71.28 0.01 0.02 10 79.20 0.06 -0.03 11 90.17 0.01 -0.03 12 101.14 0.01 -0.04 13 112.10 0.01 0.03 14 123.07 0.01 0.03 15 134.04 0.00 0.03 16 145.00 0.00 0.06 17 155.97 0.00 0.06 18 166.94 -0.01 0.08 19 177.91 -0.07 -0.03 20 188.87 -0.10 -0.08 21 204.35 -0.10 -0.08 22 219.82 -0.17 -0.13 23 235.29 -0.13 -0.08 24 250.77 -0.06 -0.02 25 266.24 0.01 0.02 26 281.72 0.07 0.05 27 297.19 0.13 0.09 28 312.67 0.17 0.12 29 328.14 0.08 0.06 30 343.61 0.18 -0.04 31 359.13 0.01 -0.07 32 374.64 -0.02 -0.08 33 390.16 -0.11 -0.36 34 405.67 -0.04 -0.11 35 421.18 -0.03 -0.03 36 436.70 -0.01 0.06 37 452.21 0.02 0.16 38 467.72 0.03 0.15 39 483.24 0.05 0.20 40 498.75 0.07 0.20 41 512.73 0.07 0.20 42 526.70 0.08 0.18 43 540.68 0.06 0.09 44 554.65 -0.02 -0.07 45 568.63 -0.02 -0.07 46 582.60 -0.09 -0.22 47 596.58 -0.07 -0.18 48 610.55 -0.03 -0.05 49 624.53 -0.06 -0.11 50 638.51 -0.06 -0.11 Plastic Section Properties Girder 7 Plastic Section Properties Tenth C C a C' Ybar Dp D' Pos Mom Neg Mom Point (10- (10- (10- (10- (10-127 Mu Mu 123) 124) 125) 126) 10-128) (k-ft) (k-ft) 0 noncmpct noncmpct 1 2239 3962 8.07 861.5 0.72 13.67 5.88 8509.72* noncmpct 2 2419 3962 8.07 771.6 0.64 13.59 5.88 8990.11* noncmpct 3 2573 3962 8.07 694.5 0.58 13.53 5.88 9092.78* noncmpct 4 2725 3962 8.07 618.6 0.51 13.47 5.88 9192.88* noncmpct 5 2878 3962 8.07 542.1 0.45 13.40 5.88 9292.94* noncmpct 6 2987 3962 8.07 487.5 0.41 13.36 5.88 9363.96* noncmpct 7 2987 3962 8.07 487.5 0.41 13.36 5.88 9363.96* noncmpct 8 noncmpct noncmpct 9 noncmpct noncmpct 10 noncmpct noncmpct 39 noncmpct noncmpct 40 noncmpct noncmpct 41 noncmpct noncmpct 42 noncmpct noncmpct 43 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 43 46.64 19790.94* 44 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 44 46.64 19790.94* 45 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 45 46.64 19790.94* 46 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 46 46.64 19790.94* 47 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 47 46.64 19790.94* 48 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 48 46.64 19790.94* 49 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 49 46.64 19790.94* 50 13.08 noncmpct 19790.94* * Plastic modulus Z is Mp/Fy Elastic Noncomposite Section Properties at Web Splices Girder 7 Elastic Noncomposite Section Properties at Web Splices Splice Web Top Flg Bott Flg Area I na na Location wd wt tfw tft bfw bft (in2) (in4) from from Bott Top 211.79L 70.00 0.625 24.02 2.05 24.02 2.05 142.1 145505. 37.05 37.05 211.79R 70.00 0.750 24.02 2.05 24.02 2.05 150.8 149078. 37.05 37.05 Service Load Effects at Web Splices Girder 7 Summary of Service Load Effects at Web Splice Locations Splice Location 211.79 Dead Load Noncomp Shr Comp Shr Noncomp Mom Comp Mom 98.5 11.0 -264.3 -25.9 Live Load + Imp - Truck Max Shr Range Max Mom Min Mom 81.9 93.4 928.4 -872.3 Live Load + Imp - Lane Max Shr Range Max Mom Min Mom 66.5 92.0 791.7 -832.2 Concurrent moment for max shear of 81.9 = 700.6 Concurrent shear for max moment of 928.4 = 90.5 Concurrent shear for min moment of -872.3 = 13.4 Parabolic interpolation used in this table. Shear Strength at Web Splices Girder 7 Shear Strength at Web Splices Splice Web Web t Web t Stiff Factored Shear Perf Shear Perf Location Depth Left Right Spcng Shear Strngth Ratio Strngth Ratio of of at Spl Left of Right of Spl Spl Splice Splice ft in in in in k k k 211.79 70.00 0.625 0.750 206.30 325.05 445.84 0.729 770.42 0.422 Service Torque at Web Splices From Curvature Service Torque at Web Splices from Curvature -k-ft Splice Dead Live Location 211.79 -0.37 -9.34 Top Flange Factored Bending Stress - Group I Loading Girder 7 Grp I Factored Bending Stresses - ksi Tenth Loc ------------------ Top Flange ------------------- Point Noncomp Comp Max Min LL+I Tot Allow Ratio Dead Dead LL+I LL+I Rng 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.001 1 7.92 -2.7 -0.2 -1.0 1.0 2.0 -3.9 50.0 0.077 2 15.84 -4.6 -0.3 -1.5 2.0 3.5 -6.4 50.0 0.127 3 23.76 -5.6 -0.3 -1.8 2.9 4.7 -7.7 50.0 0.153 4 31.68 -5.7 -0.3 -1.8 3.8 5.7 -7.9 50.0 0.158 5 39.60 -5.1 -0.3 -1.7 4.7 6.3 -7.0 50.0 0.140 6 47.52 -3.5 -0.2 -1.5 5.5 7.0 -5.2 50.0 0.103 7 55.44 -1.3 -0.1 -1.2 6.3 7.5 4.9 50.0 0.098 Top Flg.Spl. 0.0 0.0 -1.1 6.7 7.8 6.6 50.0 0.132 Top Flg.Spl. 0.0 0.0 -1.2 5.9 7.1 5.8 50.0 0.116 8 63.36 1.6 0.1 -1.0 6.3 7.3 8.0 50.0 0.160 9 71.28 5.0 0.4 -0.7 7.7 8.3 13.2 50.0 0.263 10 79.20 9.4 0.8 -0.6 11.4 12.0 21.6 50.0 0.432 11 90.17 3.3 0.3 -0.7 5.6 6.3 9.2 50.0 0.185 12 101.14 -1.1 0.0 -1.5 4.2 5.7 3.1 50.0 0.063 Top Flg.Spl. -1.7 -0.1 -1.6 4.1 5.6 -3.4 50.0 0.068 Top Flg.Spl. -1.7 -0.1 -1.7 4.0 5.7 -3.4 50.0 0.069 13 112.10 -3.7 -0.2 -2.2 3.7 5.8 -6.0 50.0 0.119 14 123.07 -4.8 -0.2 -2.5 4.3 6.8 -7.5 50.0 0.149 15 134.04 -4.1 -0.2 -2.6 5.3 7.9 -6.9 50.0 0.137 16 145.00 -1.6 -0.1 -2.4 6.4 8.7 4.6 50.0 0.092 Top Flg.Spl. 0.2 0.0 -2.2 6.9 9.1 7.1 50.0 0.142 Top Flg.Spl. 0.2 0.0 -2.3 5.0 7.3 5.2 50.0 0.103 17 155.97 1.8 0.1 -2.0 5.5 7.5 7.3 50.0 0.147 18 166.94 4.9 0.4 -1.3 6.4 7.7 11.6 50.0 0.233 19 177.91 7.8 0.6 -0.8 7.9 8.7 16.3 50.0 0.326 20 188.87 11.9 0.9 -0.7 11.3 12.0 24.1 50.0 0.481 21 204.35 4.2 0.3 -1.1 6.0 7.1 10.5 50.0 0.210 Top Flg.Spl. 0.8 0.1 -1.8 5.0 6.8 5.8 50.0 0.117 Top Flg.Spl. 0.7 0.1 -1.8 4.9 6.6 5.6 50.0 0.113 22 219.82 -1.8 -0.1 -2.3 4.3 6.6 -4.2 50.0 0.083 23 235.29 -5.7 -0.3 -3.2 3.6 6.8 -9.2 50.0 0.185 24 250.77 -8.1 -0.4 -3.7 3.4 7.1 -12.2 50.0 0.244 25 266.24 -8.6 -0.5 -3.9 3.4 7.3 -13.0 50.0 0.260 26 281.72 -7.5 -0.4 -3.7 3.6 7.4 -11.7 50.0 0.233 27 297.19 -4.7 -0.2 -3.2 3.9 7.1 -8.1 50.0 0.162 28 312.67 -0.1 0.0 -2.3 4.5 6.8 4.4 50.0 0.088 Top Flg.Spl. 1.0 0.1 -2.1 4.8 6.9 5.8 50.0 0.117 Top Flg.Spl. 1.1 0.1 -2.1 5.2 7.3 6.4 50.0 0.128 29 328.14 6.9 0.6 -1.2 7.2 8.4 14.6 50.0 0.293 30 343.61 15.7 1.3 -0.8 13.0 13.8 29.9 50.0 0.598 31 359.13 7.0 0.6 -1.1 7.4 8.5 15.0 50.0 0.299 32 374.64 0.3 0.0 -2.2 5.3 7.5 5.6 50.0 0.112 Top Flg.Spl. -2.7 -0.2 -2.7 5.0 7.7 -5.5 50.0 0.110 Top Flg.Spl. -3.0 -0.2 -2.8 5.5 8.3 -6.0 50.0 0.119 33 390.16 -5.0 -0.3 -3.0 5.2 8.2 -8.3 50.0 0.167 34 405.67 -6.5 -0.4 -3.0 4.1 7.1 -9.9 50.0 0.198 35 421.18 -6.9 -0.4 -3.0 3.7 6.7 -10.3 50.0 0.205 36 436.70 -5.5 -0.3 -2.8 3.7 6.6 -8.7 50.0 0.173 37 452.21 -2.2 -0.1 -2.4 3.8 6.2 -4.8 50.0 0.096 Top Flg.Spl. 1.2 0.1 -2.0 3.8 5.8 5.1 50.0 0.102 Top Flg.Spl. 1.1 0.1 -1.9 3.5 5.4 4.6 50.0 0.092 38 467.72 2.7 0.2 -1.7 3.7 5.4 6.6 50.0 0.132 39 483.24 9.0 0.7 -0.8 5.5 6.4 15.3 50.0 0.305 40 498.75 17.1 1.4 -0.6 10.1 10.6 28.6 50.0 0.571 41 512.73 8.1 0.7 -1.0 6.1 7.1 14.9 50.0 0.298 42 526.70 0.7 0.1 -1.8 4.4 6.2 5.2 50.0 0.105 Top Flg.Spl. 0.3 0.0 -1.9 4.4 6.2 4.7 50.0 0.094 Top Flg.Spl. 0.4 0.0 -1.9 4.8 6.8 5.2 50.0 0.082 43 540.68 -5.6 -0.3 -2.5 4.3 6.8 -8.4 50.0 0.169 44 554.65 -10.1 -0.5 -2.9 3.8 6.7 -13.6 50.0 0.264 45 568.63 -12.8 -0.7 -3.2 3.2 6.4 -16.6 50.0 0.311 46 582.60 -13.1 -0.7 -3.1 2.5 5.7 -16.9 50.0 0.314 47 596.58 -12.0 -0.6 -2.9 1.9 4.7 -15.5 50.0 0.286 48 610.55 -9.6 -0.5 -2.4 1.2 3.6 -12.5 50.0 0.233 49 624.53 -5.8 -0.3 -1.6 0.6 2.2 -7.6 50.0 0.147 50 638.51 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.000 Governing expression for allowable compression stress Tenth Pt Expression 1 compact 2 compact 3 compact 4 compact 5 compact 6 compact 7 compact 12 (5-8) 13 (5-8) 14 (5-8) 15 (5-8) 16 compact 22 compact 23 compact 24 compact 25 compact 26 compact 27 compact 28 compact 33 compact 34 compact 35 compact 36 compact 37 compact 43 compact 44 compact 45 compact 46 compact 47 compact 48 compact 49 compact Perf. ratio for compact section is (factored mom/mom strength) if this is less than (total stress/allowable stress). Grp I Top Flange Factored Lateral Bending Stress Tenth Noncomp Dead Comp Dead Max LL+I Min LL+I Pt Lat Mom fw Lat Mom fw Lat Mom fw Lat Mom fw k-ft ksi k-ft ksi k-ft ksi k-ft ksi 0 0.00 0.00 composite 1 0.00 0.00 composite 2 0.00 0.00 composite 3 0.00 0.00 composite 4 0.00 0.00 composite 5 0.00 0.00 composite 6 0.00 0.00 composite 7 0.00 0.00 composite Top.Flg.Spl -1.04 0.09 composite Top.Flg.Spl -1.05 0.07 composite 8 0.00 0.00 composite 9 0.00 0.00 composite 10 0.00 0.00 composite 11 -2.07 0.21 composite 12 -1.02 0.10 composite Top.Flg.Spl -1.01 0.10 composite Top.Flg.Spl -1.01 0.10 composite 13 1.29 0.13 composite 14 0.41 0.04 composite 15 -1.66 0.16 composite 16 -0.06 0.01 composite Top.Flg.Spl -1.29 0.00 composite Top.Flg.Spl -1.28 0.00 composite 17 1.51 0.09 composite 18 -2.38 0.15 composite 19 -3.80 0.23 composite 20 18.60 1.13 composite 21 1.10 0.07 composite Top.Flg.Spl -2.09 0.13 composite Top.Flg.Spl -2.08 0.13 composite 22 0.07 0.00 composite 23 -1.42 0.09 composite 24 -5.91 0.36 composite 25 -7.60 0.46 composite 26 -5.38 0.33 composite 27 -0.71 0.04 composite 28 -1.29 0.00 composite Top.Flg.Spl -2.94 0.18 composite Top.Flg.Spl -2.96 0.20 composite 29 2.72 0.18 composite 30 23.29 1.54 composite 31 9.29 0.61 composite 32 0.40 0.00 composite Top.Flg.Spl -1.43 0.09 composite Top.Flg.Spl -1.42 0.12 composite 33 5.59 0.47 composite 34 7.21 0.60 composite 35 7.51 0.63 composite 36 5.99 0.50 composite 37 2.39 0.20 composite Top.Flg.Spl -0.62 0.05 composite Top.Flg.Spl -0.62 0.04 composite 38 2.89 0.19 composite 39 0.00 0.00 composite 40 0.00 0.00 composite 41 0.00 0.00 composite 42 0.00 0.00 composite Top.Flg.Spl -3.74 0.25 composite Top.Flg.Spl -3.73 0.00 composite 43 0.00 0.00 composite 44 0.00 0.00 composite 45 0.00 0.00 composite 46 0.00 0.00 composite 47 0.00 0.00 composite 48 0.00 0.00 composite 49 0.00 0.00 composite 50 0.00 0.00 composite Dabrowski sign convention: +fw/fb ratio used for allowable stress. (See 2003 Guide spec. commentary C5.1) First of two splice entries is to left of splice, second is to right of splice. Bottom Flange Factored Bending Stress - Group I Loading Girder 7 Grp I Factored Bending Stresses - ksi Tenth Loc ----------------- Bottom Flange ----------------- Point Noncomp Comp Max Min LL+I Wind Tot Allow Ratio Dead Dead LM+I LL+I Rng 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 48.3 0.001 1 7.92 2.7 0.3 4.8 -1.3 6.0 0.0 7.8 50.0 0.132 2 15.84 4.6 0.5 7.9 -2.5 10.5 0.0 13.1 50.0 0.211 3 23.76 5.6 0.7 10.0 -3.7 13.7 0.0 16.2 50.0 0.261 4 31.68 5.7 0.7 11.1 -4.9 16.0 0.0 17.6 50.0 0.282 5 39.60 5.1 0.6 11.1 -6.0 17.1 0.0 16.8 50.0 0.270 6 47.52 3.5 0.5 10.4 -7.0 17.5 0.0 14.3 50.0 0.233 7 55.44 1.3 0.2 8.6 -8.1 16.7 0.0 10.1 50.0 0.170 Bot.Flg.Spl. 0.0 0.1 7.7 -8.6 16.2 0.0 -8.4 50.0 0.157 Bot.Flg.Spl. 0.0 0.1 6.7 -7.3 14.0 0.0 -7.2 50.0 0.144 8 63.36 -1.6 -0.1 5.5 -7.9 13.4 0.0 -9.6 48.4 0.197 9 71.28 -5.0 -0.5 3.7 -9.6 13.2 0.0 -15.1 48.4 0.312 10 79.20 -9.4 -1.0 3.1 -14.2 17.3 0.0 -24.6 48.4 0.508 11 90.17 -3.3 -0.4 3.7 -7.0 10.7 0.0 -10.7 42.7 0.250 12 101.14 1.1 0.1 8.2 -5.2 13.4 0.0 9.3 49.9 0.186 Bot.Flg.Spl. 1.7 0.1 8.9 -5.0 14.0 0.0 10.8 49.9 0.216 Bot.Flg.Spl. 1.5 0.1 7.9 -4.4 12.3 0.0 9.5 49.9 0.191 13 112.10 3.3 0.3 10.1 -4.1 14.2 0.0 13.7 49.9 0.275 14 123.07 4.3 0.4 11.7 -4.7 16.4 0.0 16.4 50.0 0.327 15 134.04 3.7 0.4 12.1 -5.9 17.9 0.0 16.1 49.8 0.324 16 145.00 1.5 0.2 11.2 -7.1 18.2 0.0 12.9 50.0 0.257 Bot.Flg.Spl. -0.2 0.1 10.3 -7.7 18.0 0.0 -7.8 41.3 0.189 Bot.Flg.Spl. -0.2 0.0 8.1 -5.9 14.0 0.0 -6.0 48.4 0.123 17 155.97 -1.8 -0.1 7.2 -6.4 13.5 0.0 -8.3 48.4 0.171 18 166.94 -5.0 -0.4 4.4 -7.3 11.7 0.0 -12.7 43.0 0.295 19 177.91 -7.8 -0.7 2.5 -9.0 11.5 0.0 -17.6 42.9 0.410 20 188.87 -11.9 -1.1 2.2 -12.8 15.0 0.0 -25.7 40.7 0.632 21 204.35 -4.2 -0.4 3.3 -6.8 10.1 0.0 -11.4 48.1 0.236 Bot.Flg.Spl. -0.8 -0.1 5.0 -5.7 10.7 0.0 -6.5 48.1 0.135 Bot.Flg.Spl. -0.6 -0.1 4.1 -4.5 8.6 0.0 -5.2 47.6 0.109 22 219.82 1.5 0.1 5.2 -4.0 9.2 0.0 6.8 50.0 0.137 23 235.29 4.8 0.4 7.2 -3.4 10.6 0.0 12.4 50.0 0.248 24 250.77 6.7 0.5 8.4 -3.2 11.6 0.0 15.7 49.8 0.315 25 266.24 7.2 0.6 8.9 -3.2 12.0 0.0 16.6 49.8 0.334 26 281.72 6.2 0.5 8.5 -3.4 11.9 0.0 15.2 49.8 0.306 27 297.19 3.9 0.3 7.3 -3.6 10.9 0.0 11.5 50.0 0.229 28 312.67 0.1 0.0 5.2 -4.2 9.4 0.0 5.3 50.0 0.106 Bot.Flg.Spl. -0.8 -0.1 4.8 -4.5 9.2 0.0 -5.4 47.6 0.113 Bot.Flg.Spl. -1.1 -0.1 6.3 -5.9 12.2 0.0 -7.1 48.1 0.148 29 328.14 -6.9 -0.7 3.5 -8.2 11.6 0.0 -15.7 48.1 0.326 30 343.61 -15.7 -1.4 2.4 -14.8 17.2 0.0 -31.9 48.1 0.663 31 359.13 -7.0 -0.6 3.3 -8.4 11.7 0.0 -16.0 48.5 0.331 32 374.64 -0.3 0.0 6.5 -6.0 12.5 0.0 -6.3 48.5 0.130 Bot.Flg.Spl. 2.7 0.3 7.9 -5.7 13.6 0.0 10.8 49.9 0.217 Bot.Flg.Spl. 2.2 0.2 6.4 -4.7 11.1 0.0 8.9 49.9 0.177 33 390.16 3.7 0.4 7.0 -4.4 11.4 0.0 11.1 49.7 0.222 34 405.67 4.8 0.5 6.9 -3.5 10.4 0.0 12.2 49.7 0.246 35 421.18 5.1 0.5 6.9 -3.1 10.1 0.0 12.5 49.7 0.251 36 436.70 4.1 0.4 6.5 -3.2 9.7 0.0 11.0 49.8 0.221 37 452.21 1.6 0.2 5.6 -3.2 8.8 0.0 7.4 49.8 0.149 Bot.Flg.Spl. -0.9 -0.1 4.6 -3.3 7.8 0.0 -4.2 48.1 0.087 Bot.Flg.Spl. -1.1 -0.1 5.6 -3.9 9.6 0.0 -5.1 48.5 0.104 38 467.72 -2.7 -0.2 5.0 -4.2 9.2 0.0 -7.1 48.5 0.147 39 483.24 -9.0 -0.8 2.5 -6.3 8.8 0.0 -16.1 48.4 0.333 40 498.75 -17.1 -1.6 1.8 -11.4 13.2 0.0 -30.2 48.0 0.628 41 512.73 -8.1 -0.8 2.8 -6.9 9.7 0.0 -15.8 48.0 0.330 42 526.70 -0.7 -0.1 5.4 -5.0 10.4 0.0 -5.9 48.0 0.122 Bot.Flg.Spl. -0.3 0.0 5.5 -5.0 10.5 0.0 -5.3 48.0 0.110 Bot.Flg.Spl. -0.3 0.0 4.5 -4.1 8.6 0.0 -4.4 48.0 0.091 43 540.68 4.2 0.4 5.8 -3.6 9.4 0.0 10.3 50.0 0.189 44 554.65 7.5 0.6 6.7 -3.2 9.9 0.0 14.8 50.0 0.264 45 568.63 9.4 0.8 7.3 -2.7 10.1 0.0 17.5 50.0 0.311 46 582.60 9.7 0.8 7.3 -2.2 9.4 0.0 17.8 50.0 0.314 47 596.58 8.8 0.8 6.6 -1.6 8.2 0.0 16.2 50.0 0.286 48 610.55 7.1 0.6 5.5 -1.0 6.5 0.0 13.2 50.0 0.233 49 624.53 4.2 0.4 3.7 -0.5 4.2 0.0 8.3 50.0 0.147 50 638.51 0.0 0.0 0.0 0.0 0.0 0.0 0.0 48.0 0.000 Governing expression for allowable compression stress Tenth Pt Expression 8 (5-8) 9 (5-8) 10 (5-8) 11 (5-8) 17 compact 18 (5-8) 19 (5-8) 20 (5-8) 21 compact 29 compact 30 compact 31 compact 32 compact 38 compact 39 (5-8) 40 (5-8) 41 (5-8) 42 (5-8) Perf. ratio for compact section is (factored mom/mom strength) if this is less than (total stress/allowable stress). Grp I Bottom Flange Factored Lateral Bending Stress Tenth Noncomp Dead Comp Dead Max LL+I Min LL+I Pt Lat Mom fw Lat Mom fw Lat Mom fw Lat Mom fw k-ft ksi k-ft ksi k-ft ksi k-ft ksi 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Bot.Flg.Spl -1.04 0.05 -0.11 0.00 -3.84 0.19 -2.33 0.12 Bot.Flg.Spl -1.04 0.07 -0.11 0.00 -3.84 0.25 -2.33 0.15 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11 -2.07 0.21 -0.21 0.00 -0.85 0.08 -2.90 0.29 12 -1.02 0.10 -0.10 0.00 -3.92 0.39 -1.79 0.18 Bot.Flg.Spl -1.01 0.10 -0.10 0.00 -3.89 0.39 -2.05 0.20 Bot.Flg.Spl -1.01 0.08 -0.10 0.00 -3.89 0.32 -2.05 0.17 13 1.29 0.11 0.11 0.00 4.90 0.41 1.65 0.14 14 0.41 0.03 0.04 0.00 0.99 0.08 0.34 0.03 15 -1.66 0.14 -0.17 0.00 -6.70 0.56 -2.70 0.23 16 -0.06 0.01 0.03 0.00 1.11 0.09 -0.11 0.01 Bot.Flg.Spl -1.29 0.00 -0.11 0.00 -5.74 0.48 -3.44 0.29 Bot.Flg.Spl -1.29 0.00 -0.11 0.00 -5.74 0.35 -3.44 0.21 17 1.51 0.09 0.07 0.00 4.25 0.26 3.88 0.24 18 -2.38 0.15 -0.17 0.00 -3.46 0.21 -3.93 0.24 19 -3.80 0.23 -0.32 0.02 -0.81 0.05 -3.82 0.23 20 18.60 1.13 1.56 0.09 3.74 0.23 18.59 1.13 21 1.10 0.07 0.09 0.00 3.24 0.20 3.51 0.21 Bot.Flg.Spl -2.09 0.13 -0.18 0.00 -4.55 0.28 -3.42 0.21 Bot.Flg.Spl -2.09 0.09 -0.18 0.00 -4.55 0.20 -3.42 0.15 22 0.07 0.00 0.00 0.00 1.85 0.08 -0.14 0.01 23 -1.42 0.06 -0.11 0.00 -3.60 0.16 -1.98 0.09 24 -5.91 0.27 -0.48 0.02 -8.44 0.38 -2.88 0.13 25 -7.60 0.34 -0.62 0.03 -10.36 0.47 -3.25 0.15 26 -5.38 0.24 -0.43 0.00 -8.51 0.39 -3.05 0.14 27 -0.71 0.03 -0.04 0.00 -3.61 0.16 -2.06 0.09 28 -1.29 0.00 -0.13 0.00 1.81 0.08 -0.37 0.02 Bot.Flg.Spl -2.94 0.13 -0.25 0.00 -3.59 0.16 -4.19 0.19 Bot.Flg.Spl -2.94 0.20 -0.25 0.00 -3.59 0.24 -4.19 0.28 29 2.72 0.18 0.25 0.02 3.28 0.22 4.11 0.27 30 23.29 1.54 1.99 0.13 3.93 0.26 20.40 1.35 31 9.29 0.61 0.78 0.05 4.74 0.31 10.25 0.68 32 0.40 0.00 0.01 0.00 9.18 0.61 7.26 0.48 Bot.Flg.Spl -1.43 0.09 -0.13 0.01 -5.34 0.35 -3.45 0.23 Bot.Flg.Spl -1.43 0.07 -0.13 0.01 -5.34 0.26 -3.45 0.17 33 5.59 0.28 0.56 0.00 12.03 0.60 6.25 0.31 34 7.21 0.36 0.71 0.00 11.78 0.58 4.89 0.24 35 7.51 0.37 0.74 0.00 11.55 0.57 4.35 0.22 36 5.99 0.30 0.60 0.00 10.78 0.53 4.31 0.21 37 2.39 0.12 0.27 0.00 9.15 0.45 4.27 0.21 Bot.Flg.Spl -0.62 0.03 -0.07 0.00 -2.40 0.12 -1.12 0.06 Bot.Flg.Spl -0.62 0.04 -0.07 0.00 -2.40 0.16 -1.12 0.07 38 2.89 0.19 0.22 0.00 6.64 0.44 4.59 0.30 39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Bot.Flg.Spl -3.74 0.25 -0.33 0.00 -3.37 0.22 -3.56 0.24 Bot.Flg.Spl -3.74 0.00 -0.33 0.00 -3.37 0.17 -3.56 0.18 43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Dabrowski sign convention: +fw/fb ratio used for allowable stress. (See 2003 Guide spec. commentary C5.1) First of two splice entries is to left of splice, second is to right of splice. Slab and Rebar Factored Stress - Group I Loading Girder 7 Grp I Factored Bending Stresses - ksi Tenth Loc ----- Slab ----- ---- Rebars ---- Point Comp Max Tot Comp Min Tot Dead LL+I Dead LL+I 0 0.00 0.00 0.00 0.00 0.00 0.04 0.04 1 7.92 -0.01 -0.31 -0.32 0.00 1.41 1.41 2 15.84 -0.02 -0.50 -0.52 0.00 2.82 2.82 3 23.76 -0.02 -0.60 -0.63 0.00 4.15 4.15 4 31.68 -0.02 -0.65 -0.67 0.00 5.48 5.48 5 39.60 -0.02 -0.62 -0.65 0.00 6.66 6.66 6 47.52 -0.02 -0.57 -0.59 0.00 7.85 7.85 7 55.44 -0.01 -0.47 -0.48 0.00 9.02 9.02 8 63.36 0.00 -0.33 -0.33 0.14 8.92 9.06 9 71.28 0.00 -0.22 -0.22 0.61 10.82 11.43 10 79.20 0.00 -0.19 -0.19 1.18 16.06 17.24 11 90.17 0.00 -0.22 -0.22 0.46 7.88 8.34 12 101.14 0.00 -0.49 -0.49 0.00 5.94 5.94 13 112.10 -0.01 -0.65 -0.66 0.00 5.09 5.09 14 123.07 -0.02 -0.75 -0.77 0.00 5.90 5.90 15 134.04 -0.01 -0.78 -0.79 0.00 7.30 7.30 16 145.00 -0.01 -0.72 -0.73 0.00 8.78 8.78 17 155.97 0.00 -0.51 -0.51 0.11 7.41 7.52 18 166.94 0.00 -0.31 -0.31 0.45 8.25 8.70 19 177.91 0.00 -0.17 -0.17 0.75 9.90 10.65 20 188.87 0.00 -0.15 -0.15 1.17 14.01 15.18 21 204.35 0.00 -0.23 -0.23 0.41 7.45 7.87 22 219.82 -0.01 -0.44 -0.45 0.00 5.21 5.21 23 235.29 -0.02 -0.61 -0.62 0.00 4.43 4.43 24 250.77 -0.02 -0.71 -0.73 0.00 4.16 4.16 25 266.24 -0.03 -0.74 -0.77 0.00 4.10 4.10 26 281.72 -0.02 -0.71 -0.73 0.00 4.40 4.40 27 297.19 -0.01 -0.61 -0.62 0.00 4.74 4.74 28 312.67 0.00 -0.44 -0.44 0.03 5.46 5.49 29 328.14 0.00 -0.24 -0.24 0.72 8.98 9.71 30 343.61 0.00 -0.17 -0.17 1.59 16.23 17.82 31 359.13 0.00 -0.23 -0.23 0.70 9.20 9.90 32 374.64 0.00 -0.45 -0.45 0.00 6.62 6.62 33 390.16 -0.02 -0.59 -0.61 0.00 6.31 6.31 34 405.67 -0.02 -0.59 -0.61 0.00 5.01 5.01 35 421.18 -0.02 -0.58 -0.61 0.00 4.54 4.54 36 436.70 -0.02 -0.55 -0.57 0.00 4.57 4.57 37 452.21 -0.01 -0.47 -0.48 0.00 4.60 4.60 38 467.72 0.00 -0.35 -0.35 0.24 4.65 4.89 39 483.24 0.00 -0.17 -0.17 0.92 6.90 7.82 40 498.75 0.00 -0.12 -0.12 1.78 12.54 14.32 41 512.73 0.00 -0.20 -0.20 0.85 7.61 8.46 42 526.70 0.00 -0.37 -0.37 0.08 5.53 5.61 43 540.68 -0.02 -0.49 -0.51 0.00 5.24 5.24 44 554.65 -0.03 -0.56 -0.59 0.00 4.66 4.66 45 568.63 -0.04 -0.62 -0.66 0.00 3.96 3.96 46 582.60 -0.04 -0.61 -0.65 0.00 3.11 3.11 47 596.58 -0.04 -0.56 -0.59 0.00 2.28 2.28 48 610.55 -0.03 -0.46 -0.49 0.00 1.51 1.51 49 624.53 -0.02 -0.31 -0.33 0.00 0.77 0.77 50 638.51 0.00 0.00 0.00 0.00 0.00 0.00 Only slab compression stresses tabulated. Bottom Flange Elastic Compression Strength Girder 7 Bottom Flange Elastic Compression Strength - k-ft Tenth M1 M2 Cb Lb Lp Lr PT Dc Mr Rb My Mu 8 449.95 1446.61 1.45 188.78 294.43 678.86 26.76 7017.21(103c) 1.00 7017.21 7017.21 9 1446.61 3630.18 1.38 188.35 294.43 678.86 26.76 7017.21(103c) 1.00 7017.21 7017.21 10 1446.61 3630.18 1.38 188.35 294.43 678.86 26.76 7017.21(103c) 1.00 7017.21 7017.21 39 5089.13 9630.76 1.28 189.38 294.43 684.56 37.35 15682.52(103c) 1.00 15682.52 15682.52 40 4144.30 9630.76 1.35 209.66 294.43 684.56 37.35 15682.52(103c) 1.00 15682.52 15682.52 41 4144.30 9630.76 1.35 209.66 294.43 684.56 37.35 15682.52(103c) 1.00 15682.52 15682.52 42 690.32 4144.30 1.58 209.65 294.43 684.56 37.35 15682.52(103c) 1.00 15682.52 15682.52 Tabulated only where girder is straight. Constructibility of Web in Bending Girder 7 Web Compression Bending Stress for Constructibility - ksi Tenth Noncomp. Dead Noncomp. Dead Allowable Ratio Point Factored Mom Web Bending (6-3),(6-8) Stress 0 -0.09 0.00 50.04 0.000 1 339.67 2.77 50.04 0.055 2 580.02 4.73 50.04 0.094 3 708.29 5.77 50.04 0.115 4 728.42 5.94 50.04 0.119 5 642.49 5.24 50.04 0.105 6 440.97 3.59 50.04 0.072 7 164.86 1.34 50.04 0.027 8 -235.59 1.61 50.04 0.032 9 -760.09 5.20 50.04 0.104 10 -1418.88 9.70 50.04 0.194 11 -500.67 3.42 50.04 0.068 12 159.64 1.09 50.04 0.022 13 564.30 3.78 50.04 0.076 14 735.58 4.93 50.04 0.099 15 632.37 4.24 50.04 0.085 16 253.53 1.70 50.04 0.034 17 -412.42 1.83 50.04 0.037 18 -1377.45 5.10 50.04 0.102 19 -2631.75 8.06 50.04 0.161 20 -4178.93 12.25 50.04 0.245 21 -1467.27 4.30 50.04 0.086 22 662.23 1.83 50.04 0.036 23 2153.95 5.94 50.04 0.119 24 3016.54 8.32 50.04 0.166 25 3237.27 8.93 50.04 0.178 26 2814.92 7.76 50.04 0.155 27 1748.21 4.82 50.04 0.096 28 34.63 0.10 50.04 0.002 29 -2316.55 7.09 50.04 0.142 30 -5283.65 16.17 50.04 0.323 31 -2370.74 7.26 50.04 0.145 32 -100.84 0.31 50.04 0.006 33 1493.08 5.18 50.04 0.103 34 1942.35 6.74 50.04 0.135 35 2044.00 7.09 50.04 0.142 36 1636.28 5.67 50.04 0.113 37 656.35 2.28 50.04 0.045 38 -905.27 2.77 50.04 0.055 39 -3041.55 9.31 50.04 0.186 40 -5778.32 17.68 50.04 0.353 41 -2743.23 8.39 50.04 0.168 42 -249.56 0.76 50.04 0.015 43 1677.20 5.82 50.04 0.116 44 3022.43 10.48 50.04 0.209 45 3798.98 13.17 50.04 0.263 46 3900.06 13.53 50.04 0.270 47 3565.68 12.37 50.04 0.247 48 2853.12 9.89 50.04 0.198 49 1715.77 5.95 50.04 0.119 50 0.00 0.00 50.04 0.000 Top Flange Overload Stress Girder 7 Top Flange 10.57 Overload Stress - ksi Tenth Loc Noncomp Comp 1.67 Max 1.67 Min Allowable Ratio Dead Dead LL+I LL+I 0 0.00 0.00 0.00 0.00 0.02 47.54 0.000 1 7.92 -2.00 -0.13 -0.80 0.74 47.54 0.062 2 15.84 -3.41 -0.20 -1.22 1.49 47.54 0.102 3 23.76 -4.16 -0.24 -1.42 2.19 47.54 0.123 4 31.68 -4.28 -0.24 -1.47 2.90 47.54 0.126 5 39.60 -3.78 -0.21 -1.37 3.52 47.54 0.113 6 47.52 -2.59 -0.15 -1.22 4.15 47.54 0.083 7 55.44 -0.97 -0.07 -1.00 4.76 47.54 0.078 Top flg.spl. -0.03 -0.03 -0.85 5.14 47.54 0.107 Top flg.spl. -0.03 -0.05 -0.91 4.53 47.54 0.094 8 63.36 1.20 0.08 -0.76 4.87 47.54 0.129 9 71.28 3.87 0.33 -0.50 5.91 47.54 0.213 10 79.20 7.23 0.65 -0.43 8.77 47.54 0.350 11 90.17 2.68 0.25 -0.51 4.31 47.54 0.152 12 101.14 -0.88 -0.02 -1.12 3.25 47.54 0.049 Top flg.spl. -1.40 -0.04 -1.23 3.12 47.54 0.056 Top flg.spl. -1.37 -0.04 -1.29 3.07 47.54 0.057 13 112.10 -2.90 -0.12 -1.66 2.83 47.54 0.098 14 123.07 -3.70 -0.16 -1.91 3.29 47.54 0.121 15 134.04 -3.26 -0.15 -1.98 4.06 47.54 0.113 16 145.00 -1.27 -0.08 -1.83 4.89 47.54 0.074 Top flg.spl. 0.18 -0.03 -1.68 5.33 47.54 0.115 Top flg.spl. 0.12 -0.04 -1.75 3.87 47.54 0.083 17 155.97 1.37 0.06 -1.54 4.22 47.54 0.119 18 166.94 3.90 0.27 -1.03 4.89 47.54 0.191 19 177.91 6.16 0.46 -0.63 6.08 47.54 0.267 20 188.87 9.90 0.73 -0.58 8.67 47.54 0.406 21 204.35 3.20 0.26 -0.86 4.61 47.54 0.170 Top flg.spl. 0.58 0.05 -1.37 3.86 47.54 0.094 Top flg.spl. 0.56 0.03 -1.38 3.74 47.54 0.091 22 219.82 -1.36 -0.07 -1.78 3.29 47.54 0.068 23 235.29 -4.42 -0.24 -2.45 2.80 47.54 0.150 24 250.77 -6.19 -0.33 -2.86 2.63 47.54 0.197 25 266.24 -6.65 -0.35 -3.01 2.59 47.54 0.211 26 281.72 -5.78 -0.30 -2.88 2.78 47.54 0.189 27 297.19 -3.59 -0.18 -2.47 2.99 47.54 0.131 28 312.67 -0.07 0.02 -1.78 3.45 47.54 0.071 Top flg.spl. 0.75 0.09 -1.62 3.67 47.54 0.095 Top flg.spl. 0.83 0.09 -1.64 4.01 47.54 0.104 29 328.14 5.28 0.44 -0.90 5.54 47.54 0.237 30 343.61 12.04 0.98 -0.63 10.00 47.54 0.484 31 359.13 5.40 0.43 -0.86 5.67 47.54 0.242 32 374.64 0.23 0.00 -1.68 4.08 47.54 0.091 Top flg.spl. -2.04 -0.13 -2.06 3.84 47.54 0.089 Top flg.spl. -2.31 -0.14 -2.14 4.26 47.54 0.097 33 390.16 -3.86 -0.23 -2.33 3.97 47.54 0.135 34 405.67 -5.02 -0.29 -2.32 3.15 47.54 0.160 35 421.18 -5.28 -0.31 -2.31 2.85 47.54 0.166 36 436.70 -4.23 -0.25 -2.18 2.87 47.54 0.140 37 452.21 -1.70 -0.11 -1.87 2.89 47.54 0.077 Top flg.spl. 0.93 0.03 -1.53 2.95 47.54 0.082 Top flg.spl. 0.82 0.04 -1.47 2.66 47.54 0.074 38 467.72 2.06 0.15 -1.30 2.86 47.54 0.107 39 483.24 6.93 0.57 -0.65 4.25 47.54 0.247 40 498.75 13.17 1.09 -0.46 7.73 47.54 0.463 41 512.73 6.25 0.52 -0.73 4.69 47.54 0.241 42 526.70 0.57 0.05 -1.40 3.41 47.54 0.085 Top flg.spl. 0.24 0.02 -1.43 3.36 47.54 0.076 Top flg.spl. 0.27 0.02 -1.49 3.72 47.54 0.084 43 540.68 -4.33 -0.22 -1.94 3.29 47.54 0.137 44 554.65 -7.81 -0.41 -2.22 2.93 47.54 0.220 45 568.63 -9.81 -0.52 -2.44 2.49 47.54 0.269 46 582.60 -10.07 -0.54 -2.42 1.95 47.54 0.274 47 596.58 -9.21 -0.49 -2.20 1.43 47.54 0.250 48 610.55 -7.37 -0.39 -1.82 0.95 47.54 0.202 49 624.53 -4.43 -0.23 -1.22 0.48 47.54 0.124 50 638.51 0.00 0.00 0.00 0.00 47.54 0.000 Bottom Flange Overload Stress Girder 7 Bottom Flange Permanent Defl Stress - ksi Tenth Loc Noncomp Comp 1.67 Max 1.67 Min Allowable Ratio Dead Dead LL+I LL+I 0 0.00 0.00 0.00 0.01 -0.02 47.54 0.000 1 7.92 2.00 0.24 3.49 -0.94 47.54 0.120 2 15.84 3.41 0.40 5.82 -1.88 47.54 0.203 3 23.76 4.16 0.49 7.32 -2.77 47.54 0.252 4 31.68 4.28 0.50 8.14 -3.65 47.54 0.272 5 39.60 3.78 0.45 8.13 -4.44 47.54 0.260 6 47.52 2.59 0.33 7.61 -5.24 47.54 0.222 7 55.44 0.97 0.16 6.28 -6.01 47.54 0.156 Bot.flg.spl. 0.03 0.06 5.89 -6.59 47.54 0.137 Bot.flg.spl. 0.03 0.06 5.12 -5.63 47.54 0.117 8 63.36 -1.20 -0.09 4.24 -6.06 47.54 0.155 9 71.28 -3.87 -0.41 2.82 -7.35 47.54 0.245 10 79.20 -7.23 -0.80 2.40 -10.90 47.54 0.398 11 90.17 -2.68 -0.31 2.92 -5.57 42.66 0.201 12 101.14 0.88 0.04 6.59 -4.17 47.54 0.158 Bot.flg.spl. 1.40 0.09 7.17 -4.01 47.54 0.182 Bot.flg.spl. 1.24 0.08 6.37 -3.55 47.54 0.162 13 112.10 2.60 0.22 8.10 -3.25 47.54 0.230 14 123.07 3.32 0.30 9.05 -3.67 47.54 0.266 15 134.04 2.92 0.28 9.72 -4.68 47.54 0.272 16 145.00 1.14 0.15 8.67 -5.43 47.54 0.210 Bot.flg.spl. -0.16 0.05 7.99 -5.92 47.54 0.166 Bot.flg.spl. -0.12 0.04 6.27 -4.50 47.54 0.130 17 155.97 -1.37 -0.07 5.51 -4.92 47.54 0.134 18 166.94 -3.90 -0.31 3.51 -5.82 43.01 0.233 19 177.91 -6.16 -0.53 1.95 -7.11 42.86 0.322 20 188.87 -9.90 -0.90 1.88 -10.73 40.73 0.529 21 204.35 -3.20 -0.29 2.54 -5.25 47.54 0.184 Bot.flg.spl. -0.58 -0.06 3.88 -4.35 47.54 0.105 Bot.flg.spl. -0.47 -0.04 3.12 -3.49 47.54 0.084 22 219.82 1.13 0.09 4.03 -3.08 47.54 0.111 23 235.29 3.68 0.30 5.55 -2.62 47.54 0.201 24 250.77 5.15 0.42 6.48 -2.46 47.54 0.254 25 266.24 5.53 0.45 6.82 -2.43 47.54 0.269 26 281.72 4.81 0.39 6.52 -2.60 47.54 0.247 27 297.19 2.99 0.23 5.59 -2.80 47.54 0.185 28 312.67 0.06 -0.02 4.03 -3.23 47.54 0.086 Bot.flg.spl. -0.62 -0.08 3.68 -3.43 47.54 0.087 Bot.flg.spl. -0.83 -0.11 4.84 -4.56 47.54 0.116 29 328.14 -5.28 -0.51 2.65 -6.29 47.54 0.254 30 343.61 -12.04 -1.11 1.85 -11.37 47.54 0.516 31 359.13 -5.40 -0.49 2.53 -6.44 47.54 0.259 32 374.64 -0.23 0.01 4.97 -4.64 47.54 0.102 Bot.flg.spl. 2.04 0.21 6.07 -4.36 47.54 0.175 Bot.flg.spl. 1.71 0.17 4.93 -3.61 47.54 0.143 33 390.16 2.84 0.28 5.39 -3.37 47.54 0.179 34 405.67 3.70 0.35 5.35 -2.67 47.54 0.198 35 421.18 3.89 0.37 5.32 -2.42 47.54 0.202 36 436.70 3.12 0.30 5.03 -2.44 47.54 0.178 37 452.21 1.25 0.14 4.31 -2.46 47.54 0.120 Bot.flg.spl. -0.68 -0.04 3.53 -2.51 47.54 0.068 Bot.flg.spl. -0.82 -0.05 4.34 -3.03 47.54 0.082 38 467.72 -2.06 -0.17 3.84 -3.25 47.54 0.115 39 483.24 -6.93 -0.64 1.92 -4.83 47.54 0.261 40 498.75 -13.17 -1.24 1.35 -8.79 47.54 0.488 41 512.73 -6.25 -0.59 2.16 -5.33 47.54 0.256 42 526.70 -0.57 -0.06 4.12 -3.88 47.54 0.095 Bot.flg.spl. -0.24 -0.02 4.23 -3.81 47.54 0.086 Bot.flg.spl. -0.20 -0.02 3.44 -3.16 47.54 0.071 43 540.68 3.19 0.27 4.46 -2.79 47.54 0.167 44 554.65 5.76 0.50 5.13 -2.49 47.54 0.239 45 568.63 7.23 0.63 5.63 -2.11 47.54 0.284 46 582.60 7.43 0.65 5.59 -1.66 47.54 0.287 47 596.58 6.79 0.60 5.08 -1.22 47.54 0.262 48 610.55 5.43 0.47 4.21 -0.81 47.54 0.213 49 624.53 3.27 0.28 2.81 -0.41 47.54 0.134 50 638.51 0.00 0.00 0.00 0.00 47.54 0.000 Lateral bending stresses not included if compact. Factored Noncomp Dead Wet Concrete Bending Stress Girder 7 Factored Noncomp Dead Wet Concrete Stresses - ksi [While the constructibility load factor is used for this table, slab pouring is not. Actual stresses are dependent on the pouring sequence and may be significantly different from those printed here.] Tenth Loc ----- Top Flange ----- ----- Bott Flange ----- Point Primary Lateral Primary Lateral 0 0.00 0.0 +- 0.0 0.0 +- 0.0 1 7.92 -2.9 +- 0.0 2.9 +- 0.0 2 15.84 -4.9 +- 0.0 4.9 +- 0.0 3 23.76 -6.0 +- 0.0 6.0 +- 0.0 4 31.68 -6.2 +- 0.0 6.2 +- 0.0 5 39.60 -5.5 +- 0.0 5.5 +- 0.0 6 47.52 -3.7 +- 0.0 3.7 +- 0.0 7 55.44 -1.4 +- 0.0 1.4 +- 0.0 Top flg.spl 58.89 0.0 +- 0.0 0.0 +- 0.0 Top flg.spl 58.89 0.0 +- 0.0 0.0 +- 0.0 Bot.flg.spl 58.89 0.0 +- 0.0 0.0 +- 0.0 Bot.flg.spl 58.89 0.0 +- 0.0 0.0 +- 0.0 8 63.36 1.7 +- 0.0 -1.7 +- 0.0 9 71.28 5.4 +- 0.0 -5.4 +- 0.0 10 79.20 10.1 +- 0.0 -10.1 +- 0.0 11 90.17 3.6 +- 0.2 -3.6 +- 0.2 12 101.14 -1.1 +- 0.1 1.1 +- 0.1 Top flg.spl 103.36 -1.9 +- 0.1 1.9 +- 0.1 Top flg.spl 103.36 -1.8 +- 0.1 1.6 +- 0.0 Bot.flg.spl 103.36 -1.9 +- 0.1 1.9 +- 0.1 Bot.flg.spl 103.36 -1.8 +- 0.1 1.6 +- 0.0 13 112.10 -3.9 +- 0.1 3.5 +- 0.1 14 123.07 -5.1 +- 0.0 4.6 +- 0.0 15 134.04 -4.4 +- 0.2 4.0 +- 0.2 16 145.00 -1.8 +- 0.0 1.6 +- 0.0 Top flg.spl 150.36 0.3 +- 0.0 -0.2 +- 0.0 Top flg.spl 150.36 0.2 +- 0.0 -0.2 +- 0.0 Bot.flg.spl 150.36 0.3 +- 0.0 -0.2 +- 0.0 Bot.flg.spl 150.36 0.2 +- 0.0 -0.2 +- 0.0 17 155.97 1.9 +- 0.1 -1.9 +- 0.1 18 166.94 5.3 +- 0.2 -5.3 +- 0.2 19 177.91 8.4 +- 0.2 -8.4 +- 0.2 20 188.87 12.8 +- 1.2 -12.8 +- 1.2 21 204.35 4.5 +- 0.1 -4.5 +- 0.1 Top flg.spl 212.45 0.8 +- 0.1 -0.8 +- 0.1 Top flg.spl 212.45 0.8 +- 0.1 -0.7 +- 0.1 Bot.flg.spl 212.45 0.8 +- 0.1 -0.8 +- 0.1 Bot.flg.spl 212.45 0.8 +- 0.1 -0.7 +- 0.1 22 219.82 -1.9 +- 0.0 1.6 +- 0.0 23 235.29 -6.2 +- 0.1 5.1 +- 0.1 24 250.77 -8.7 +- 0.4 7.2 +- 0.3 25 266.24 -9.3 +- 0.5 7.7 +- 0.4 26 281.72 -8.1 +- 0.4 6.7 +- 0.3 27 297.19 -5.0 +- 0.1 4.2 +- 0.1 28 312.67 -0.1 +- 0.0 0.1 +- 0.0 Top flg.spl 315.61 1.0 +- 0.0 -0.9 +- 0.0 Top flg.spl 315.61 1.2 +- 0.0 -1.2 +- 0.0 Bot.flg.spl 315.61 1.0 +- 0.0 -0.9 +- 0.0 Bot.flg.spl 315.61 1.2 +- 0.0 -1.2 +- 0.0 29 328.14 7.4 +- 0.2 -7.4 +- 0.2 30 343.61 16.9 +- 1.7 -16.9 +- 1.7 31 359.13 7.6 +- 0.7 -7.6 +- 0.7 32 374.64 0.3 +- 0.0 -0.3 +- 0.0 Top flg.spl 382.95 -2.9 +- 0.0 2.9 +- 0.0 Top flg.spl 382.95 -3.2 +- 0.0 2.4 +- 0.0 Bot.flg.spl 382.95 -2.9 +- 0.0 2.9 +- 0.0 Bot.flg.spl 382.95 -3.2 +- 0.0 2.4 +- 0.0 33 390.16 -5.4 +- 0.5 4.0 +- 0.3 34 405.67 -7.0 +- 0.6 5.2 +- 0.4 35 421.18 -7.4 +- 0.7 5.4 +- 0.4 36 436.70 -5.9 +- 0.5 4.4 +- 0.3 37 452.21 -2.4 +- 0.2 1.7 +- 0.1 Top flg.spl 462.91 1.3 +- 0.2 -1.0 +- 0.1 Top flg.spl 462.91 1.1 +- 0.2 -1.1 +- 0.2 Bot.flg.spl 462.91 1.3 +- 0.2 -1.0 +- 0.1 Bot.flg.spl 462.91 1.1 +- 0.2 -1.1 +- 0.2 38 467.72 2.9 +- 0.2 -2.9 +- 0.2 39 483.24 9.7 +- 0.0 -9.7 +- 0.0 40 498.75 18.4 +- 0.0 -18.4 +- 0.0 41 512.73 8.8 +- 0.0 -8.8 +- 0.0 42 526.70 0.8 +- 0.0 -0.8 +- 0.0 Top flg.spl 527.62 0.3 +- 0.0 -0.3 +- 0.0 Top flg.spl 527.62 0.4 +- 0.0 -0.3 +- 0.0 Bot.flg.spl 527.62 0.3 +- 0.0 -0.3 +- 0.0 Bot.flg.spl 527.62 0.4 +- 0.0 -0.3 +- 0.0 43 540.68 -6.1 +- 0.0 4.5 +- 0.0 44 554.65 -10.9 +- 0.0 8.1 +- 0.0 45 568.63 -13.7 +- 0.0 10.1 +- 0.0 46 582.60 -14.1 +- 0.0 10.4 +- 0.0 47 596.58 -12.9 +- 0.0 9.5 +- 0.0 48 610.55 -10.3 +- 0.0 7.6 +- 0.0 49 624.53 -6.2 +- 0.0 4.6 +- 0.0 50 638.51 0.0 +- 0.0 0.0 +- 0.0 Factored Strengths Girder 7 Factored Strengths Tenth Loc Factored Shear Factored Bending Point Shear Strength Moment Strength (k ) (k ) Ratio (k-ft) (k-ft) Ratio 0 0.00 173.9 649.8 (5) 0.268 3.2 6975.1 (10) 0.000 1 7.92 143.8 649.8 (5) 0.221 1125.3 8509.7 (20) 0.132 2 15.84 110.1 649.8 (5) 0.169 1899.8 8990.1 (20) 0.211 3 23.76 88.3 649.8 (5) 0.136 2376.1 9092.8 (20) 0.261 4 31.68 75.7 649.8 (5) 0.116 2591.6 9192.9 (20) 0.282 5 39.60 87.4 649.8 (5) 0.135 2508.1 9292.9 (20) 0.270 6 47.52 130.0 649.8 (5) 0.200 2186.0 9364.0 (20) 0.233 7 55.44 149.0 649.8 (5) 0.229 1595.0 9364.0 (20) 0.170 8 63.36 194.9 649.8 (5) 0.300 1434.0 7264.4 (10) 0.197 9 71.28 235.3 649.8 (5) 0.362 2239.3 7169.4 (10) 0.312 10L 79.20 247.9 649.8 (5) 0.381 3630.2 7141.6 (10) 0.508 10R 79.20 287.4 649.8 (5) 0.442 3630.2 7141.6 (10) 0.508 11 90.17 253.4 649.8 (5) 0.390 1583.8 6326.7 (10) 0.250 12 101.14 211.7 649.8 (5) 0.326 1702.5 9145.6 (10) 0.186 13 112.10 169.9 649.8 (5) 0.262 2743.8 9992.3 (10) 0.275 14 123.07 118.0 649.8 (5) 0.182 3256.7 9955.9 (10) 0.327 15 134.04 131.4 649.8 (5) 0.202 3240.4 10009.6 (10) 0.324 16 145.00 160.7 649.8 (5) 0.247 2663.5 10362.7 (10) 0.257 17 155.97 219.1 649.8 (5) 0.337 1852.5 10856.1 (9) 0.171 18 166.94 277.7 549.9 (5) 0.505 3368.6 11438.6 (10) 0.294 19 177.91 326.0 463.5 (5) 0.703 5602.0 13723.9 (10) 0.408 20L 188.87 352.3 445.8 (5) 0.790 8603.1 13609.1 (10) 0.632 20R 188.87 418.2 445.8 (5) 0.938 8603.1 13609.1 (10) 0.632 21 204.35 356.9 445.8 (5) 0.800 3809.0 16129.7 (9) 0.236 22 219.82 289.1 770.4 (5) 0.375 3344.9 24491.6 (6) 0.137 23 235.29 228.6 770.4 (5) 0.297 5866.5 23649.7 (6) 0.248 24 250.77 173.7 770.4 (5) 0.225 7356.3 23383.4 (6) 0.315 25 266.24 109.9 770.4 (5) 0.143 7805.6 23336.1 (6) 0.334 26 281.72 169.8 770.4 (5) 0.220 7176.0 23469.6 (6) 0.306 27 297.19 236.1 770.4 (5) 0.306 5473.2 23882.3 (6) 0.229 28 312.67 306.5 770.4 (5) 0.398 2692.9 25438.8 (6) 0.106 29 328.14 384.5 770.4 (5) 0.499 5042.0 15447.0 (9) 0.326 30L 343.61 445.4 770.4 (5) 0.578 10213.0 15411.4 (9) 0.663 30R 343.61 445.3 770.4 (5) 0.578 10213.0 15411.4 (9) 0.663 31 359.13 394.6 770.4 (5) 0.512 5148.8 15564.8 (9) 0.331 32 374.64 291.9 770.4 (5) 0.379 2416.4 18643.9 (9) 0.130 33 390.16 183.7 770.4 (5) 0.238 4883.6 21968.2 (6) 0.222 34 405.67 145.1 770.4 (5) 0.188 5319.7 21644.9 (6) 0.246 35 421.18 98.2 770.4 (5) 0.127 5409.8 21578.6 (6) 0.251 36 436.70 136.8 770.4 (5) 0.178 4809.5 21791.0 (6) 0.221 37 452.21 193.5 770.4 (5) 0.251 3361.0 22617.5 (6) 0.149 38 467.72 253.7 770.4 (5) 0.329 2296.5 15601.3 (9) 0.147 39 483.24 323.0 875.6 (5) 0.369 5152.2 15464.5 (10) 0.333 40L 498.75 394.0 875.6 (5) 0.450 9630.8 15341.0 (10) 0.628 40R 498.75 428.9 856.3 (5) 0.501 9630.8 15341.0 (10) 0.628 41 512.73 372.5 856.3 (5) 0.435 5067.0 15376.8 (10) 0.330 42 526.70 307.2 856.3 (5) 0.359 1903.9 15632.3 (10) 0.122 43 540.68 241.9 856.3 (5) 0.282 4480.8 23740.3 (20) 0.189 44 554.65 201.7 856.3 (5) 0.236 6270.4 23740.3 (20) 0.264 45 568.63 166.7 856.3 (5) 0.195 7373.0 23740.3 (20) 0.311 46 582.60 108.8 856.3 (5) 0.127 7452.8 23740.3 (20) 0.314 47 596.58 148.0 856.3 (5) 0.173 6799.9 23740.3 (20) 0.286 48 610.55 163.6 856.3 (5) 0.191 5528.1 23740.3 (20) 0.233 49 624.53 232.2 770.4 (5) 0.301 3497.1 23740.3 (20) 0.147 50 638.51 303.9 770.4 (5) 0.394 0.0 20313.8 (10) 0.000 Moment shifting because of compact section is reflected in this table. Shear Strength at Intermediate Transverse Stiffeners not Located at a Tenth Point 16.08 109.4 649.8 (5) 0.168 32.00 76.1 649.8 (5) 0.117 47.78 130.6 649.8 (5) 0.201 63.51 195.7 649.8 (5) 0.301 94.87 235.5 649.8 (5) 0.363 110.54 175.9 649.8 (5) 0.271 126.20 121.8 649.8 (5) 0.187 141.87 152.3 649.8 (5) 0.234 157.53 227.5 649.8 (5) 0.350 173.20 305.3 497.0 (5) 0.614 206.06 349.3 445.8 (5) 0.784 223.25 275.6 770.4 (5) 0.358 240.45 210.3 770.4 (5) 0.273 257.64 145.4 770.4 (5) 0.189 274.84 143.2 770.4 (5) 0.186 292.03 214.0 770.4 (5) 0.278 309.22 290.8 770.4 (5) 0.377 326.41 375.8 770.4 (5) 0.488 390.04 184.5 770.4 (5) 0.240 405.52 145.5 770.4 (5) 0.189 420.99 98.8 770.4 (5) 0.128 436.46 136.2 770.4 (5) 0.177 451.94 192.5 770.4 (5) 0.250 467.42 252.5 770.4 (5) 0.328 482.97 321.8 770.4 (5) 0.418 516.22 356.2 856.3 (5) 0.416 533.69 274.5 856.3 (5) 0.321 551.16 211.8 856.3 (5) 0.247 586.10 118.6 856.3 (5) 0.139 603.57 155.8 856.3 (5) 0.182 621.04 215.1 856.4 (5) 0.251 (5) C 0.58 Fyw D t (20) compact section (6) Fy S(equiv) Maximum moment in factored strength expression (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 1467.92 1476.07 3 3964.34 4245.04 Max Stiffener Spacing for Stiffened Web - 6.3 Tenth Pt. Max Actual Spcng Spcng 0 24.02 192.99 Treated as unstiffened - Max spacing = 24.0 Actual spacing = 193.0 1 144.09 192.99 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 193.0 2 144.09 192.99 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 193.0 3 144.09 191.02 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 191.0 4 144.09 191.02 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 191.0 5 144.09 189.33 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 189.3 6 144.09 189.33 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 189.3 7 144.09 188.78 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 188.8 8 144.09 188.78 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 188.8 9 144.09 188.31 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 188.3 10 144.09 188.31 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 188.3 11 54.10 188.02 Treated as unstiffened - Max spacing = 54.1 Actual spacing = 188.0 12 54.10 187.99 Treated as unstiffened - Max spacing = 54.1 Actual spacing = 188.0 13 54.10 187.99 Treated as unstiffened - Max spacing = 54.1 Actual spacing = 188.0 14 54.10 187.99 Treated as unstiffened - Max spacing = 54.1 Actual spacing = 188.0 15 54.10 187.95 Treated as unstiffened - Max spacing = 54.1 Actual spacing = 188.0 16 54.10 187.99 Treated as unstiffened - Max spacing = 54.1 Actual spacing = 188.0 17 54.10 187.99 Treated as unstiffened - Max spacing = 54.1 Actual spacing = 188.0 18 63.91 187.95 Treated as unstiffened - Max spacing = 63.9 Actual spacing = 188.0 19 75.84 188.12 Treated as unstiffened - Max spacing = 75.8 Actual spacing = 188.1 20 78.84 206.29 Treated as unstiffened - Max spacing = 78.8 Actual spacing = 206.3 21 78.84 206.29 Treated as unstiffened - Max spacing = 78.8 Actual spacing = 206.3 22 78.84 206.30 Treated as unstiffened - Max spacing = 78.8 Actual spacing = 206.3 23 78.84 206.34 Treated as unstiffened - Max spacing = 78.8 Actual spacing = 206.3 24 78.84 206.34 Treated as unstiffened - Max spacing = 78.8 Actual spacing = 206.3 25 78.84 206.30 Treated as unstiffened - Max spacing = 78.8 Actual spacing = 206.3 26 78.84 206.34 Treated as unstiffened - Max spacing = 78.8 Actual spacing = 206.3 27 78.84 206.30 Treated as unstiffened - Max spacing = 78.8 Actual spacing = 206.3 28 78.84 206.30 Treated as unstiffened - Max spacing = 78.8 Actual spacing = 206.3 29 78.84 206.40 Treated as unstiffened - Max spacing = 78.8 Actual spacing = 206.4 30 78.84 206.40 Treated as unstiffened - Max spacing = 78.8 Actual spacing = 206.4 31 78.84 185.67 Treated as unstiffened - Max spacing = 78.8 Actual spacing = 185.7 32 78.84 185.71 Treated as unstiffened - Max spacing = 78.8 Actual spacing = 185.7 33 78.84 185.75 Treated as unstiffened - Max spacing = 78.8 Actual spacing = 185.7 34 78.84 185.67 Treated as unstiffened - Max spacing = 78.8 Actual spacing = 185.7 35 78.84 185.71 Treated as unstiffened - Max spacing = 78.8 Actual spacing = 185.7 36 78.84 185.75 Treated as unstiffened - Max spacing = 78.8 Actual spacing = 185.7 37 78.84 185.71 Treated as unstiffened - Max spacing = 78.8 Actual spacing = 185.7 38 78.84 186.57 Treated as unstiffened - Max spacing = 78.8 Actual spacing = 186.6 39 210.00 189.42 40 210.00 0.02 41 210.00 209.63 42 210.00 209.65 43 210.00 209.65 44 210.00 209.65 45 210.00 209.65 46 210.00 209.65 47 210.00 209.65 48 210.00 209.61 49 210.00 209.59 50 35.00 209.59 Treated as unstiffened - Max spacing = 35.0 Actual spacing = 209.6 Load Factor Ratings Girder 7 Load Factor Ratings Span 1 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 7700.2 B 649.8 >999. >999. 4.91 8.20 7.92 8509.7 T 649.8 10.67 17.81 5.83 9.73 15.84 8990.1 T 649.8 6.53 10.90 7.36 12.29 23.76 9092.8 T 649.8 5.14 8.59 8.19 13.67 31.68 9192.9 T 649.8 4.64 7.74 9.07 15.15 39.60 9292.9 T 649.8 4.73 7.89 9.20 15.36 47.52 9364.0 T 649.8 5.20 8.68 6.44 10.76 55.44 9364.0 T 649.8 6.51 10.87 5.80 9.69 58.89L 9364.0 S 649.8 7.43 12.41 5.29 8.83 58.89R 10516.9 S 649.8 8.35 13.94 5.29 8.83 63.36 7357.0 B 649.8 5.93 9.91 4.42 7.37 71.28 7358.1 B 649.8 4.48 7.49 3.63 6.07 79.20 7358.1 B 649.8 2.68 4.47 3.64 6.08 Span 2 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 7358.1 B 649.8 2.68 4.47 2.93 4.89 10.97 6481.9 B 649.8 5.60 9.35 3.24 5.41 21.93 9427.2 B 649.8 5.97 9.96 3.93 6.56 24.15L 9427.8 B 649.8 5.38 8.98 4.07 6.80 24.15R 10670.8 B 649.8 6.11 10.21 4.07 6.80 32.90 10661.6 B 649.8 4.57 7.64 4.84 8.08 43.87 10689.6 B 649.8 3.88 6.48 6.68 11.16 54.83 10648.6 B 649.8 3.79 6.33 5.73 9.58 65.80 10689.3 B 649.8 4.32 7.22 5.37 8.97 71.16L 7133.7 B 649.8 5.34 8.92 4.85 8.10 71.16R 10968.4 B 649.8 8.23 13.75 4.85 8.10 76.77 10968.4 B 649.8 7.28 12.16 3.99 6.66 87.73 11630.6 B 549.9 5.14 8.59 2.56 4.27 98.70 13961.1 B 463.5 3.82 6.37 1.70 2.84 109.67 13846.9 B 445.8 2.17 3.62 1.48 2.47 Span 3 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 13846.9 B 445.8 2.17 3.62 1.13 1.88 15.47 16353.2 B 445.8 6.39 10.67 1.45 2.42 23.58L 19734.1 B 770.4 9.82 16.40 3.44 5.74 23.58R 24306.2 B 770.4 12.14 20.27 3.44 5.74 30.95 25516.2 B 770.4 9.24 15.42 3.96 6.62 46.42 25486.3 B 770.4 6.20 10.36 4.91 8.21 61.90 25411.5 B 770.4 5.05 8.44 5.99 10.01 77.37 25382.7 B 770.4 4.73 7.90 7.41 12.37 92.85 25415.6 B 770.4 5.08 8.48 5.97 9.98 108.32 25492.3 B 770.4 6.30 10.52 4.70 7.85 123.79 25521.8 B 770.4 9.54 15.92 3.69 6.16 126.74L 20710.9 T 770.4 10.27 17.15 3.55 5.94 126.74R 15736.5 B 770.4 7.91 13.21 3.55 5.94 139.27 15735.9 B 770.4 4.96 8.28 2.84 4.74 154.74 15735.9 B 770.4 2.10 3.50 2.41 4.02 Span 4 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 15735.9 B 770.4 2.10 3.50 2.39 3.99 15.51 15856.5 B 770.4 4.87 8.14 2.67 4.46 31.03 18805.6 B 770.4 7.45 12.45 3.89 6.49 39.34L 19356.7 B 770.4 5.95 9.94 4.38 7.32 39.34R 23827.0 B 770.4 7.40 12.36 4.38 7.32 46.54 23735.6 B 770.4 6.52 10.89 5.37 8.96 62.05 23723.7 B 770.4 6.40 10.68 6.27 10.47 77.57 23723.0 B 770.4 6.38 10.66 7.24 12.09 93.08 23742.0 B 770.4 6.93 11.57 7.46 12.45 108.60 23785.4 B 770.4 8.57 14.31 6.24 10.42 119.30L 19007.0 T 770.4 12.71 21.22 5.51 9.21 119.30R 15856.6 B 770.4 12.03 20.09 5.51 9.21 124.11 15851.7 B 770.4 10.77 17.98 4.91 8.19 139.62 15836.1 B 875.6 6.14 10.25 4.41 7.36 155.14 15715.6 B 875.6 2.57 4.28 3.48 5.81 Span 5 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 15715.6 B 856.3 2.57 4.28 3.25 5.43 13.98 15715.6 B 856.3 5.65 9.43 3.87 6.46 27.95 15715.7 B 856.3 9.37 15.65 4.81 8.03 28.87L 18638.4 B 856.3 11.41 19.05 4.86 8.11 28.87R 22924.3 B 856.3 14.05 23.46 4.86 8.11 41.93 23740.3 T 856.3 7.95 13.28 5.97 9.97 55.90 23740.3 T 856.3 6.49 10.83 6.15 10.28 69.88 23740.3 T 856.3 5.69 9.50 6.40 10.69 83.85 23740.3 T 856.3 5.70 9.52 8.58 14.33 97.83 23740.3 T 856.3 6.37 10.64 7.62 12.72 111.80 23740.3 T 856.3 7.98 13.32 7.91 13.21 125.78 23740.3 T 770.4 12.61 21.05 5.32 8.89 139.75 22925.4 B 770.4 >999. >999. 3.90 6.52 ***************************************************** Minimum rating is 1.13 at location 0.00 in span 3. ***************************************************** Moment Capacity Codes C - Compact B - Braced non-compact U - Unbraced non-compact T - Transition between compact and braced non-compact S - Serviceability This table is based on eq. (6-1a) of the AASHTO Manual for Condition Evaluation of Bridges. Noncompact shapes ratings based on stress, as Fb - Dead load factored stress IR = -------------------------------- LL+I factored stress Noncompact shape moment capacity is the product of allowable stress and LL+I section modulus. Lateral Bending in Flanges Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 0.00 0.00 0.00 0.000 0.000 0.000 0.000 16.08 13.19 0.00 0.000 0.000 0.000 0.000 32.00 17.57 0.00 0.000 0.000 0.000 0.000 47.78 14.23 0.00 0.000 0.000 0.000 0.000 63.51 9.65 0.00 0.000 0.000 0.000 0.000 79.20 24.61 0.00 0.000 0.000 0.000 0.000 94.87 5.03 0.57 0.113 0.226 0.023 0.023 110.54 13.07 1.21 0.092 0.185 0.048 0.048 126.20 16.56 1.53 0.092 0.184 0.061 0.061 141.87 14.07 1.31 0.093 0.187 0.052 0.052 157.53 9.08 0.69 0.076 0.151 compact 173.20 15.39 1.25 0.081 0.162 compact 188.87 25.75 2.36 0.092 0.184 compact 206.07 9.45 1.01 0.107 0.213 compact 223.26 8.25 0.87 0.105 0.210 compact 240.45 13.73 1.43 0.104 0.208 compact 257.65 16.38 1.70 0.104 0.207 compact 274.84 16.14 1.67 0.104 0.207 compact 292.03 12.96 1.35 0.104 0.208 compact 309.23 6.82 0.73 0.106 0.213 compact 326.42 13.97 1.49 0.106 0.213 compact 343.61 31.88 3.01 0.095 0.189 compact 359.09 16.03 1.36 0.085 0.169 compact 374.57 6.77 0.65 0.096 0.193 compact 390.04 11.03 0.94 0.086 0.171 compact 405.52 12.21 1.04 0.085 0.170 compact 420.99 12.47 1.06 0.085 0.169 compact 436.47 11.02 0.94 0.085 0.170 compact 451.94 7.48 0.65 0.087 0.173 compact 467.42 6.83 0.59 0.086 0.173 compact 482.97 15.93 0.00 0.000 0.000 compact 498.75 30.16 0.00 0.000 0.000 compact 516.22 12.92 0.00 0.000 0.000 compact 533.69 7.15 0.00 0.000 0.000 compact 551.16 13.83 0.00 0.000 0.000 compact 568.64 17.54 0.00 0.000 0.000 compact 586.11 17.53 0.00 0.000 0.000 compact 603.58 14.90 0.00 0.000 0.000 compact 621.05 9.81 0.00 0.000 0.000 compact 638.51 0.00 0.00 0.000 0.000 compact Bearing Stiffener Stress Girder 7 Bearing Stiffeners Location Service Allowable Actual Ratio Allowable Actual Ratio from Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress 0.00 180.38 49.95 5.78 0.116 67.55 8.21 0.122 79.20 458.48 49.95 14.69 0.294 67.55 20.87 0.309 188.87 698.67 49.95 22.38 0.448 67.55 31.80 0.471 343.61 796.36 49.84 23.21 0.466 67.55 36.24 0.537 498.75 741.26 49.84 21.60 0.433 67.55 33.74 0.499 638.51 306.04 49.84 8.92 0.179 67.55 13.93 0.206 Fatigue Stress Girder 7 Fatigue Summary Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) (k-ft) Range Range Girder Base metal 7.92 B 242.30 1.58 8.00 0.197 Base metal 15.84 B 424.05 2.77 8.00 0.346 Base metal 23.76 B 551.64 3.61 8.00 0.452 Base metal 31.68 B 642.40 4.23 8.00 0.528 Base metal 39.60 B 679.28 4.50 8.00 0.563 Base metal 47.52 B 692.47 4.64 8.00 0.580 Base metal 55.44 B 653.21 4.46 8.00 0.558 Base metal 63.36 C 587.11 2.03 5.00 0.406 Base metal 71.28 C 576.77 2.24 5.00 0.448 Base metal 79.20 C 595.55 2.49 5.00 0.499 Base metal 90.17 C 430.91 0.41 5.00 0.081 Base metal 101.14 B 595.49 3.32 8.00 0.415 Base metal 112.10 B 759.07 3.72 8.00 0.465 Base metal 123.07 B 822.64 3.88 8.00 0.484 Base metal 134.04 B 920.85 4.54 8.00 0.567 Base metal 145.00 B 942.47 4.44 8.00 0.555 Base metal 155.97 C 863.90 0.89 5.00 0.179 Base metal 166.94 C 784.87 0.81 5.00 0.163 Base metal 177.91 C 773.62 0.80 5.00 0.160 Base metal 188.87 C 984.80 1.02 5.00 0.204 Base metal 204.35 C 897.13 0.93 5.00 0.186 Near flg-web weld 7.92 B 242.30 1.54 8.00 0.193 Near flg-web weld 15.84 B 424.05 2.70 8.00 0.338 Near flg-web weld 23.76 B 551.64 3.53 8.00 0.441 Near flg-web weld 31.68 B 642.40 4.13 8.00 0.516 Near flg-web weld 39.60 B 679.28 4.40 8.00 0.550 Near flg-web weld 47.52 B 692.47 4.53 8.00 0.567 Near flg-web weld 55.44 B 653.21 4.36 8.00 0.545 Near flg-web weld 63.36 B 587.11 3.44 8.00 0.430 Near flg-web weld 71.28 B 576.77 2.12 8.00 0.265 Near flg-web weld 79.20 B 595.55 2.35 8.00 0.294 Near flg-web weld 90.17 B 430.91 0.38 8.00 0.048 Near flg-web weld 101.14 B 595.49 3.06 8.00 0.382 Near flg-web weld 112.10 B 759.07 3.42 8.00 0.428 Near flg-web weld 123.07 B 822.64 3.71 8.00 0.464 Near flg-web weld 134.04 B 920.85 4.15 8.00 0.519 Near flg-web weld 145.00 B 942.47 4.25 8.00 0.531 Near flg-web weld 155.97 B 863.90 3.04 8.00 0.380 Near flg-web weld 166.94 B 784.87 0.75 8.00 0.094 Near flg-web weld 177.91 B 773.62 0.75 8.00 0.094 Near flg-web weld 188.87 B 984.80 0.96 8.00 0.120 Near flg-web weld 204.35 B 897.13 0.87 8.00 0.109 Top Flg. splice 58.89 B 627.70 2.18 8.00 0.272 Top Flg. splice 103.36 B 628.67 1.47 8.00 0.183 Top Flg. splice 150.36 B 916.61 2.37 8.00 0.296 Top Flg. splice 212.45 B 1069.75 1.84 8.00 0.230 Bot.Flg. splice 58.89 B 627.70 4.34 8.00 0.542 Bot.Flg. splice 103.36 B 628.67 3.76 8.00 0.470 Bot.Flg. splice 150.36 B 916.61 4.71 8.00 0.589 Bot.Flg. splice 212.45 B 1069.75 3.00 8.00 0.375 Rebars 79.20 963.56 7.05 20.00 0.353 Rebars 188.87 1585.19 5.00 20.00 0.250 Base metal 219.82 B 1204.98 2.40 8.00 0.299 Base metal 235.29 B 1421.04 2.88 8.00 0.360 Base metal 250.77 B 1509.79 3.14 8.00 0.393 Base metal 266.24 B 1483.16 3.11 8.00 0.389 Base metal 281.72 B 1499.88 3.11 8.00 0.389 Base metal 297.19 B 1406.67 2.84 8.00 0.355 Base metal 312.67 B 1181.22 2.35 8.00 0.294 Base metal 328.14 C 886.95 0.77 5.00 0.155 Base metal 343.61 C 971.13 0.85 5.00 0.170 Base metal 359.13 C 896.25 0.78 5.00 0.156 Base metal 374.64 C 1163.18 1.02 5.00 0.203 Base metal 390.16 B 1317.19 3.03 8.00 0.379 Base metal 405.67 B 1166.31 2.67 8.00 0.333 Base metal 421.18 B 1101.05 2.52 8.00 0.314 Base metal 436.70 B 1118.32 2.55 8.00 0.319 Base metal 452.21 B 1057.02 2.41 8.00 0.301 Base metal 467.72 C 886.31 0.77 5.00 0.155 Base metal 483.24 C 684.52 1.39 5.00 0.278 Base metal 498.75 C 789.85 1.81 5.00 0.362 Base metal 512.73 C 754.56 1.55 5.00 0.311 Base metal 526.70 C 929.86 1.60 5.00 0.320 Base metal 540.68 B 1112.09 2.50 8.00 0.313 Base metal 554.65 B 1194.88 2.66 8.00 0.332 Base metal 568.63 B 1237.40 2.72 8.00 0.340 Base metal 582.60 B 1175.55 2.56 8.00 0.320 Base metal 596.58 B 1035.37 2.24 8.00 0.280 Base metal 610.55 B 827.72 1.78 8.00 0.223 Base metal 624.53 B 513.48 1.10 8.00 0.138 Near flg-web weld 219.82 B 1204.98 2.24 8.00 0.280 Near flg-web weld 235.29 B 1421.04 2.64 8.00 0.330 Near flg-web weld 250.77 B 1509.79 2.80 8.00 0.350 Near flg-web weld 266.24 B 1483.16 2.75 8.00 0.344 Near flg-web weld 281.72 B 1499.88 2.78 8.00 0.348 Near flg-web weld 297.19 B 1406.67 2.61 8.00 0.326 Near flg-web weld 312.67 B 1181.22 2.19 8.00 0.274 Near flg-web weld 328.14 B 886.95 0.73 8.00 0.091 Near flg-web weld 343.61 B 971.13 0.80 8.00 0.100 Near flg-web weld 359.13 B 896.25 0.74 8.00 0.092 Near flg-web weld 374.64 B 1163.18 2.90 8.00 0.362 Near flg-web weld 390.16 B 1317.19 2.63 8.00 0.328 Near flg-web weld 405.67 B 1166.31 2.32 8.00 0.291 Near flg-web weld 421.18 B 1101.05 2.19 8.00 0.274 Near flg-web weld 436.70 B 1118.32 2.23 8.00 0.279 Near flg-web weld 452.21 B 1057.02 2.11 8.00 0.263 Near flg-web weld 467.72 B 886.31 0.73 8.00 0.091 Near flg-web weld 483.24 B 684.52 1.32 8.00 0.164 Near flg-web weld 498.75 B 789.85 1.71 8.00 0.214 Near flg-web weld 512.73 B 754.56 1.47 8.00 0.184 Near flg-web weld 526.70 B 929.86 2.51 8.00 0.314 Near flg-web weld 540.68 B 1112.09 2.38 8.00 0.297 Near flg-web weld 554.65 B 1194.88 2.53 8.00 0.316 Near flg-web weld 568.63 B 1237.40 2.59 8.00 0.323 Near flg-web weld 582.60 B 1175.55 2.44 8.00 0.305 Near flg-web weld 596.58 B 1035.37 2.13 8.00 0.267 Near flg-web weld 610.55 B 827.72 1.70 8.00 0.212 Near flg-web weld 624.53 B 513.48 1.05 8.00 0.131 Top Flg. splice 315.61 B 1130.53 1.92 8.00 0.240 Top Flg. splice 382.95 B 1283.60 2.11 8.00 0.264 Top Flg. splice 462.91 B 942.61 1.61 8.00 0.201 Top Flg. splice 527.62 B 941.68 1.75 8.00 0.218 Bot.Flg. splice 315.61 B 1130.53 3.29 8.00 0.411 Bot.Flg. splice 382.95 B 1283.60 3.87 8.00 0.484 Bot.Flg. splice 462.91 B 942.61 2.81 8.00 0.351 Bot.Flg. splice 527.62 B 941.68 2.63 8.00 0.329 Trans. stiff. toe 257.64 C' 1497.96 3.06 6.00 0.510 Full depth conn PL 274.84 C' 1492.45 3.04 6.00 0.507 Rebars 343.61 1505.18 5.05 20.00 0.253 Rebars 498.75 1218.19 4.09 20.00 0.204 Allowable range determined by: Life 75 yrs Avg daily trk traffic 4000 Max Performance Ratios Girder 7 Maximum Performance Ratios Criterion Location Max ft Performance Ratio Shear 188.87 0.938 Bending 343.61 0.663 Fatigue 150.36 0.589 Bearing Stf. 343.61 0.537 Shear Connectors - 2003 Guide Spec Fatigue Truck Maximum Pitch for 0.875 x 4.50 Stud Connectors for Fatigue Tenth Location Shear Studs in Max Pitch Point Range a Line (k ) (in) 0 0.00 18.64 T 2 14.20 1 7.92 13.74 T 2 18.89 2 15.84 12.03 T 2 21.21 3 23.76 17.25 T 2 14.60 4 31.68 19.50 T 2 12.77 5 39.60 19.65 T 2 12.54 6 47.52 22.35 T 2 10.95 7 55.44 22.06 T 2 11.10 8 63.36 25.92 T 2 9.90 9 71.28 27.12 T 2 9.46 10 79.20 24.39 T 2 10.52 11 90.17 28.06 T 2 9.13 12 101.14 24.21 T 2 10.55 13 112.10 29.16 T 2 8.97 14 123.07 25.55 T 2 10.21 15 134.04 31.51 T 2 8.29 16 145.00 26.94 T 2 9.66 17 155.97 29.28 T 2 9.96 18 166.94 31.90 T 2 10.77 19 177.91 32.32 T 2 12.58 20 188.87 31.52 T 2 13.29 21 204.35 25.15 T 2 16.58 22 219.82 25.08 T 2 16.97 23 235.29 32.21 T 2 13.30 24 250.77 31.36 T 2 13.57 25 266.24 32.01 T 2 13.33 26 281.72 32.33 T 2 13.20 27 297.19 32.28 T 2 13.28 28 312.67 29.99 T 2 14.39 29 328.14 31.42 T 2 13.03 30 343.61 31.40 T 2 13.01 31 359.13 29.07 T 2 14.05 32 374.64 25.08 T 2 16.03 33 390.16 31.78 T 2 12.66 34 405.67 30.88 T 2 13.09 35 421.18 31.12 T 2 13.02 36 436.70 30.82 T 2 13.13 37 452.21 30.23 T 2 13.41 38 467.72 27.68 T 2 14.74 39 483.24 28.36 T 2 14.59 40 498.75 30.52 T 2 13.56 41 512.73 27.36 T 2 15.13 42 526.70 26.89 T 2 15.39 43 540.68 30.69 T 2 13.47 44 554.65 30.44 T 2 13.58 45 568.63 38.03 T 2 10.87 46 582.60 30.23 T 2 13.68 47 596.58 28.76 T 2 14.37 48 610.55 25.01 T 2 16.53 49 624.53 26.36 T 2 15.68 50 638.51 28.35 T 2 14.58 Minimum Total Number of Connectors for Ultimate Strength Beg TP End TP Beg Loc End Loc Number 0 4 0.00 31.68 73 4 10 31.68 79.20 111 10 14 79.20 123.07 149 14 20 123.07 188.87 149 20 25 188.87 266.24 149 25 30 266.24 343.61 149 30 35 343.61 421.18 149 35 40 421.18 498.75 149 40 46 498.75 582.60 148 46 50 582.60 638.51 97 Weight Volume Weight cu ft k Top Flange 174.93 85.72 Web 203.74 99.83 Bottom Flange 221.56 108.57 Flange-Web Weld 0.42 Bearing Stiffeners 5.26 2.58 Intermediate Stiff. 8.24 4.04 Steel in extensions 0.78 Total Steel 301.93 Slab 4648.96 697.34 Flange Haunch 621.37 93.21 Concrete in extensions 1.55 Total Concrete 792.10 Total Steel and Concrete 1094.03 Does not include weight of bracing, which can be found in bracing output stiffness tables. (Noncomposite weight data used in girder input is used for analysis loading.) Deflections Girder 7 Service Deflections - in Tenth Total Steel Wet Super- Max Max Pt Noncomp Con- Imposed LL+I LL+I Dead crete Dead Down Up Support 0.000 0.000 0.000 0.000 0.000 0.000 1 0.166 0.043 0.123 0.013 0.107 0.030 2 0.292 0.076 0.216 0.023 0.193 0.056 3 0.375 0.098 0.277 0.030 0.258 0.078 4 0.418 0.110 0.308 0.034 0.303 0.096 5 0.404 0.108 0.296 0.033 0.311 0.106 6 0.338 0.092 0.245 0.028 0.291 0.107 7 0.251 0.070 0.180 0.021 0.244 0.098 8 0.134 0.040 0.094 0.012 0.167 0.078 9 0.058 0.019 0.039 0.005 0.089 0.045 Support 0.000 0.000 0.000 0.000 0.000 0.000 11 0.050 0.002 0.048 0.002 0.142 0.048 12 0.166 0.017 0.149 0.010 0.295 0.082 13 0.281 0.031 0.250 0.018 0.431 0.099 14 0.320 0.028 0.292 0.021 0.511 0.120 15 0.288 0.011 0.276 0.020 0.531 0.138 16 0.185 -0.017 0.201 0.014 0.488 0.144 17 0.055 -0.043 0.099 0.006 0.388 0.132 18 -0.040 -0.054 0.014 -0.001 0.263 0.103 19 -0.072 -0.043 -0.029 -0.004 0.126 0.059 Support 0.000 0.000 0.000 0.000 0.000 0.000 21 0.310 0.121 0.189 0.020 0.211 0.070 22 0.721 0.267 0.454 0.047 0.424 0.113 23 1.103 0.398 0.705 0.072 0.603 0.136 24 1.357 0.483 0.874 0.088 0.722 0.142 25 1.432 0.505 0.926 0.093 0.766 0.135 26 1.312 0.461 0.851 0.084 0.726 0.133 27 1.023 0.360 0.663 0.065 0.610 0.128 28 0.629 0.223 0.406 0.039 0.431 0.107 29 0.233 0.085 0.148 0.014 0.215 0.067 Support 0.000 0.000 0.000 0.000 0.000 0.000 31 0.085 0.019 0.066 0.008 0.190 0.072 32 0.350 0.099 0.251 0.029 0.377 0.115 33 0.626 0.186 0.440 0.050 0.523 0.134 34 0.803 0.245 0.558 0.063 0.605 0.135 35 0.836 0.258 0.578 0.065 0.626 0.126 36 0.721 0.225 0.496 0.057 0.583 0.123 37 0.486 0.153 0.333 0.040 0.482 0.114 38 0.203 0.065 0.138 0.018 0.336 0.094 39 -0.012 -0.003 -0.009 0.001 0.164 0.058 Support 0.000 0.000 0.000 0.000 0.000 0.000 41 0.305 0.095 0.210 0.020 0.146 0.057 42 0.775 0.241 0.534 0.051 0.289 0.095 43 1.280 0.399 0.881 0.085 0.409 0.117 44 1.690 0.527 1.162 0.113 0.491 0.125 45 1.922 0.600 1.321 0.129 0.526 0.122 46 1.928 0.602 1.326 0.130 0.505 0.109 47 1.712 0.535 1.177 0.115 0.436 0.088 48 1.288 0.402 0.886 0.087 0.320 0.062 49 0.696 0.217 0.478 0.047 0.170 0.032 Support 0.000 0.000 0.000 0.000 0.000 0.000 Influence surfaces for defl developed assuming unequal participation of girders in resisting deflection. Loc Brace 16.08 0.295 0.077 0.218 0.024 0.195 0.057 Brace 32.00 0.419 0.111 0.308 0.034 0.304 0.097 Brace 47.78 0.335 0.091 0.244 0.028 0.290 0.107 Brace 63.51 0.133 0.040 0.093 0.012 0.165 0.078 Brace 79.20 0.000 0.000 0.000 0.000 0.000 0.000 Brace 94.87 0.092 0.007 0.085 0.005 0.206 0.064 Brace 110.54 0.269 0.030 0.239 0.017 0.415 0.096 Brace 126.20 0.318 0.025 0.293 0.021 0.523 0.125 Brace 141.87 0.217 -0.009 0.226 0.016 0.507 0.144 Brace 157.53 0.040 -0.046 0.086 0.005 0.371 0.129 Brace 173.20 -0.071 -0.052 -0.020 -0.004 0.183 0.080 Brace 188.87 0.000 0.000 0.000 0.000 0.000 0.000 Brace 206.07 0.350 0.136 0.215 0.022 0.235 0.076 Web Spl 211.79 0.495 0.188 0.307 0.032 0.313 0.094 Brace 223.26 0.809 0.298 0.511 0.052 0.466 0.120 Brace 240.45 1.202 0.432 0.770 0.078 0.649 0.140 Brace 257.65 1.413 0.501 0.912 0.092 0.750 0.141 Brace 274.84 1.386 0.488 0.898 0.089 0.753 0.135 Brace 292.03 1.131 0.398 0.733 0.072 0.656 0.132 Brace 309.23 0.716 0.253 0.463 0.045 0.474 0.114 Brace 326.42 0.269 0.098 0.172 0.016 0.239 0.073 Brace 343.61 0.000 0.000 0.000 0.000 0.000 0.000 Brace 359.09 0.085 0.019 0.066 0.008 0.190 0.072 Brace 374.57 0.349 0.098 0.250 0.029 0.377 0.115 Brace 390.04 0.624 0.186 0.439 0.050 0.522 0.134 Brace 405.52 0.802 0.244 0.558 0.063 0.605 0.135 Brace 420.99 0.837 0.258 0.578 0.065 0.626 0.126 Brace 436.47 0.723 0.226 0.498 0.057 0.584 0.123 Brace 451.94 0.490 0.154 0.336 0.040 0.484 0.114 Brace 467.42 0.208 0.066 0.142 0.019 0.339 0.095 Brace 482.97 -0.010 -0.002 -0.008 0.001 0.167 0.058 Brace 498.75 0.000 0.000 0.000 0.000 0.000 0.000 Brace 516.22 0.407 0.126 0.281 0.027 0.182 0.068 Brace 533.69 1.023 0.319 0.705 0.068 0.352 0.108 Brace 551.16 1.604 0.501 1.104 0.107 0.475 0.124 Brace 568.64 1.922 0.600 1.321 0.129 0.526 0.122 Brace 586.11 1.895 0.592 1.303 0.127 0.492 0.105 Brace 603.58 1.521 0.475 1.046 0.102 0.382 0.076 Brace 621.05 0.853 0.266 0.587 0.057 0.209 0.040 Positive dead load deflection is downward. Live load deflection as indicated in column heading. Status run completed FILE=R8.WRN 1. AASHTO 10.48.5.3 violation (w/t ratio of stf.) near TP 11 (Web still considered stiffened for stress determ.) 2. AASHTO 10.48.5.3 violation (w/t ratio of stf.) near TP 37 (Web still considered stiffened for stress determ.) 3. Curved girder spec. (6-1) or (6-2) violation at point 19 4. Curved girder spec. (6-7a) or (6-7b) violation at point 19 5. Eqtn (5-7) violation at point 0 - Bot flange Limiting ratio: 23 Actual ratio: 23.46 6. Eqtn (5-7) violation at point 0 - Top flange Limiting ratio: 23 Actual ratio: 23.46 7. Violation of (6-13) in 6.5 of 2003 crvd gdr guide spec - bs/ts ratio. bs/ts =17.23 Limit =11.56 (Above warnings may not be comprehensive.) FILE=R8.OUT *************************************************************** MDX Steel Highway Girder Design Program, Version 6.5.1977 Load Factor Design - Composite Girder Copyright (c) 1992-2012 MDX Software, Inc. Ph:573-446-3221 Fax:573-446-3278 Email: support@mdxsoftware.com *************************************************************** Jul 23, 2013 - 4:43 pm Files: HS20 Load Rating.R8 R8.OUT Contents of data file- ************************************************** ID: HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING CONDITIONS ENGLISH OUTPUT FULL DEPTH CONNECTION PLATES INTERMEDIATE TRANSVERSE STIFFENERS BOTH SIDES OF WEB LFD METHOD M270M-345 STEEL M270M-345 STIFFENER STEEL METRIC INPUT PARABOLIC INTERPOLATION RATE MODE SINGLE BEARING STIFFENERS EACH SIDE STANDARD RESOLUTION OUTPUT SYSTEM FORCES DATA BR 4.9147 4.8596 4.8425 4.838 4.8371 4.8347 4.8349 4.8347 4.8357 4.8345 4.835 4.8377 5.3067 5.3063 5.3065 5.3063 5.3056 5.3063 5.3067 5.3066 5.3071 4.7762 4.7765 4.7757 4.7767 4.7766 4.7753 4.777 4.7764 4.785 4.8104 5.3241 5.3252 5.3251 5.3253 5.3251 5.3251 5.3253 5.3211 BSPL 17.999 13.711 14.508 19.162 31.839 20.785 24.677 19.789 ESLABW 1739. 1864. 1989. 2115. 2240. 2366. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. FPC 31. HAUNCH 150. HAUNCW 835. IGIRD 8 RAD 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 241.346 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. SLABT 230. SLABWEAR 25. SPL 65.18 SPLBFT 26. 32. 38. 52. 70. 48. 64. 48. 64. SPLBFW 610. SPLTFT 26. 32. 32. 52. 52. 48. 38. 48. 38. SPLTFW 610. SPLTST 10. SPLTSW 180. SPLWT 16. 19. SPN 24.292 33.8472 47.7583 47.8057 42.5962 SS 25. STFGAP 0. SUPBST 30. SUPBSW 270. TSLABW 1739. 1864. 1989. 2115. 2240. 2366. 2491. 2617. 2743. 2870. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2998. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. 2996. TSPL 17.999 13.711 14.508 19.162 31.839 20.785 24.677 19.789 TSSP 4915. 4860. 4843. 4838. 9672. 4835. 4835. 4836. 4834. 4835. 10144. 5306. 5306. 5306. 5306. 5306. 5307. 5307. 10083. 4776. 4776. 4777. 4776. 4775. 4777. 4776. 4785. 10134. 5325. 5325. 5325. 5325. 5325. 5325. WCONC 23562.998 WEBSP 48.518 7.087 140.6944 WEBV 1220. 1220. 1778. 1778. GO ************************************************** Case Data Girder 8 Case Data - HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING AASHTO Specification Load Factor Method 17th Edition Standard Specifications for Highway Bridges 2003 Horizontally Curved Steel Girder Guide Specification Dimensions (additional information available in Dimensions table) Given dimensions- Web Depth 70.00 in 70.00 in Web Thickness 0.63 in 0.75 in Trans. Stiff. Width 7.09 in 7.09 in Trans. Stiff. Thickness 0.39 in 0.39 in Bearing Stiff. Width 10.63 in 10.63 in 10.63 in 10.63 in 10.63 in 10.63 in Bearing Stiff. Thickness 1.18 in 1.18 in 1.18 in 1.18 in 1.18 in 1.18 in Execution Mode Rate Mode Geometry Brace locations 0.00 ft 16.12 ft 32.07 ft 47.96 ft 63.83 ft 79.70 ft 95.56 ft 111.42 ft 127.28 ft 143.15 ft 159.01 ft 174.87 ft 190.75 ft 208.16 ft 225.56 ft 242.97 ft 260.38 ft 277.79 ft 295.20 ft 312.61 ft 330.02 ft 347.43 ft 363.10 ft 378.77 ft 394.44 ft 410.11 ft 425.78 ft 441.45 ft 457.12 ft 472.79 ft 488.49 ft 504.28 ft 521.74 ft 539.21 ft 556.68 ft 574.16 ft 591.63 ft 609.10 ft 626.57 ft 644.03 ft Unbraced length of comp. flange at support 2 is 15.87 ft. Unbraced length of comp. flange at support 3 is 17.41 ft. Unbraced length of comp. flange at support 4 is 17.41 ft. Unbraced length of comp. flange at support 5 is 17.47 ft. Cover plates No cover plates Curvature Radius of curvature 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 791.82 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 2003 Guide Spec. for Horizontally Curved Steel Girder Bridges Flange splices Top flange splice locations 59.05 ft 104.04 ft 151.63 ft 214.50 ft 318.96 ft 387.15 ft 468.11 ft 533.04 ft Bottom flange splice locations 59.05 ft 104.04 ft 151.63 ft 214.50 ft 318.96 ft 387.15 ft 468.11 ft 533.04 ft Girder Type Plate Girder Composite Behavior Composite region for composite loading - 0. - 644.03 ft Span lengths 79.70 ft 111.05 ft 156.69 ft 156.84 ft 139.75 ft Stiffeners Bearing Stiffeners Single bearing stiffeners each side Longitudinal Stiffeners No longitudinal stiffener Transverse Stiffeners Transverse stiffeners both sides Stiffener transitions 16.13 ft 32.07 ft 47.96 ft 63.83 ft 79.70 ft 95.56 ft 127.29 ft 143.16 ft 159.02 ft 174.88 ft 190.75 ft 208.16 ft 295.20 ft 330.02 ft 347.43 ft 363.10 ft 394.44 ft 410.11 ft 425.78 ft 441.45 ft 457.12 ft 472.79 ft 488.49 ft 504.28 ft 521.74 ft 626.56 ft Stiffener clips 0.98 in Web Splices Web splice locations 213.85 ft Web haunches No web haunches Fatigue Allowable weld stress 18.00 ksi AWS minimum welds Fatigue stress category B flange splices Impact Impact factors assigned in GSA program Loading Load Factors gamma, beta 1.300 1.670 Constructibility 1.400 Forms weight factor 1.000 Unshored construction Material Concrete Unit wt of concrete 150. lb/cu ft Slab t for strength 8.07 in 8.07 in 8.07 in 8.07 in 8.07 in Concrete strength 4.50 ksi Effective slab width 68.46 in 73.39 in 78.31 in 83.27 in 88.19 in 93.15 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in Neg mom rebar area 7.82 in2 7.82 in2 7.82 in2 7.82 in2 Rebar placement from bottom of slab 4.55 in 4.55 in 4.55 in 4.55 in Negative mom. slab used in dead load 2 analysis Slab haunch 5.91 in 5.91 in 5.91 in 5.91 in 5.91 in Slab haunch width 32.87 in 32.87 in 32.87 in 32.87 in 32.87 in Self weight slab width by tenth pt 68.46 in 73.39 in 78.31 in 83.27 in 88.19 in 93.15 in 98.07 in 103.03 in 107.99 in 112.99 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 118.03 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in 117.95 in Steel Web splice section 1 Steel grade M270-50 Web splice section 2 Steel grade M270-50 Rebar yield 60.00 ksi Summary tables Standard resolution summary tables Units Input Units: Metric Output Units: U.S. Customary END OF CASE DATA * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * (Nonprismatic section used for this analysis.) Service load shear (kips) and moment (kip-ft) at span tenth points on web section 1 Max live load+impact shear 55.1T 47.3T 38.3T 34.8T -32.3T -30.6T -42.0T -48.0T -60.7T -73.6T -71.0T 79.2T 67.4T 55.5T 41.0T -48.7T -48.7T -63.2T -77.4T -87.5T -87.8T 91.7L Dead load 1 shear 35.4 26.5 17.2 8.9 -1.1 -10.8 -21.5 -34.0 -45.6 -59.2 -71.7 56.0 36.5 18.0 0.1 -16.9 -34.1 -52.6 -72.1 -94.5 -113.9 117.9 Dead load 2 shear 5.3 3.9 2.5 1.1 -0.3 -1.6 -3.0 -4.4 -5.8 -7.3 -8.7 8.4 13.8 14.4 15.4 -1.5 -3.4 -5.3 -7.3 -9.4 -11.4 11.1 (Shear value at an interior support is at left of support.) Max live load+impact moment 0.4T 346.0T 578.2T 732.2T 813.5T 820.9T 770.3T 657.4T 484.7L 338.0L 292.1L 295.7L 665.6T 966.6T 1108.6T 1158.0T 1101.3T 899.5T 667.6T 465.2L 424.7L 594.9T Min live load+impact moment -0.5T -72.1T -144.3T -211.3T -278.5T -340.5T -403.3T -469.5T -546.0T -680.5L -1013.0L -490.7L -357.0T -324.1L -391.6L -492.4L -591.5L -702.2L -930.3L -1340.6L -1986.3L -1019.4L Dead load 1 moment -0.2 246.6 421.0 530.3 561.7 516.7 388.1 161.1 -160.8 -580.6 -1103.8 -383.5 128.0 433.8 534.2 441.9 157.1 -323.9 -1021.8 -1945.1 -3103.1 -1040.4 Dead load 2 moment 0.0 36.5 61.9 76.5 79.9 72.5 54.0 24.4 -16.8 -69.0 -132.6 -50.1 9.4 46.6 61.7 55.7 28.7 -19.5 -89.3 -181.9 -297.5 -102.6 * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Rate Web depth = 70.0000 in Web thickness = 0.6250 in Tenth Top Flange Min Top Bott Flange Min Bott Flange to Web Weld Point Width Flange t Width Flange t Top Bott 0 24.02 1.024 24.02 1.024 5/16 5/16 1 24.02 1.024 24.02 1.024 5/16 5/16 2 24.02 1.024 24.02 1.024 5/16 5/16 3 24.02 1.024 24.02 1.024 5/16 5/16 4 24.02 1.024 24.02 1.024 5/16 5/16 5 24.02 1.024 24.02 1.024 5/16 5/16 6 24.02 1.024 24.02 1.024 5/16 5/16 7 24.02 1.024 24.02 1.024 5/16 5/16 8 24.02 1.260 24.02 1.260 5/16 5/16 9 24.02 1.260 24.02 1.260 5/16 5/16 10 24.02 1.260 24.02 1.260 5/16 5/16 11 24.02 1.260 24.02 1.260 5/16 5/16 12 24.02 1.260 24.02 1.260 5/16 5/16 13 24.02 1.260 24.02 1.496 5/16 5/16 14 24.02 1.260 24.02 1.496 5/16 5/16 15 24.02 1.260 24.02 1.496 5/16 5/16 16 24.02 1.260 24.02 1.496 5/16 5/16 17 24.02 2.047 24.02 2.047 5/16 5/16 18 24.02 2.047 24.02 2.047 5/16 5/16 19 24.02 2.047 24.02 2.047 5/16 5/16 20 24.02 2.047 24.02 2.047 5/16 5/16 21 24.02 2.047 24.02 2.047 5/16 5/16 2 - 10.75 x 1.125 brng. stf. at 0.00 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 79.70 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 190.75 ft from left end of web section 7.00 x 0.41 transverse stiffeners 1 stiffener space at 208.90 in (straddles web splice) Composite section properties at max positive moment - n = 8 I = 107441. in4 S (top steel) = 12060.50 in3 S (bottom steel) = 2565.52 in3 S (concrete) = 4968.36 in3 Neutral axis from bottom flange = 41.88 in Composite section properties at max positive moment - n = 24 I = 76739. in4 S (top steel) = 4309.75 in3 S (bottom steel) = 2326.75 in3 S (concrete) = 2514.19 in3 Neutral axis from bottom flange = 32.98 in Section properties of girder alone at max positive moment I = 45977. in4 S (top) = 1717.31 in3 S (bottom) = 1914.58 in3 Neutral axis from bottom flange = 24.01 in Section properties of girder alone at max negative moment I = 145505. in4 S (top) = 3927.55 in3 S (bottom) = 3927.54 in3 Neutral axis from bottom flange = 37.05 in Composite section properties at max negative moment I = 160812. in4 S (top of steel) = 4637.40 in3 S (bottom of steel) = 4079.70 in3 S (reinf) = 3732.64 in3 Neutral axis from bottom flange = 39.42 in * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Web Section 1 Stresses ----------------------- Factored Shear Factored Bending Tenth Shear Strength Moment Strength Point (k ) (k ) Ratio (k-ft) (k-ft) Ratio 0 172.5 649.8 (5) 0.265 1.3 6969.0 (10) 0.000 1 142.2 649.8 (5) 0.219 1119.3 8501.2 (20) 0.132 2 108.8 649.8 (5) 0.167 1883.1 8987.7 (20) 0.210 3 88.6 649.8 (5) 0.136 2378.4 9089.6 (20) 0.262 4 71.8 649.8 (5) 0.111 2600.1 9189.7 (20) 0.283 5 82.6 649.8 (5) 0.127 2548.3 9289.8 (20) 0.274 6 123.0 649.8 (5) 0.189 2247.1 9364.0 (20) 0.240 7 154.2 649.8 (5) 0.237 1668.3 9364.0 (20) 0.178 8 198.7 649.8 (5) 0.306 1416.4 7263.0 (10) 0.195 9 246.2 649.8 (5) 0.379 2321.8 7158.2 (10) 0.324 10L 258.5 649.8 (5) 0.398 3806.5 7128.2 (10) 0.534 10R 291.9 649.8 (5) 0.449 3806.5 7128.2 (10) 0.534 11 255.6 649.8 (5) 0.393 1629.0 6306.5 (10) 0.258 12 211.8 649.8 (5) 0.326 1623.8 9096.3 (10) 0.179 13 162.6 649.8 (5) 0.250 2723.1 9938.8 (10) 0.274 14 109.2 649.8 (5) 0.168 3181.3 9927.4 (10) 0.320 15 129.7 649.8 (5) 0.200 3160.9 10007.0 (10) 0.316 16 154.4 649.8 (5) 0.238 2632.3 10400.7 (10) 0.253 17 212.6 649.8 (5) 0.327 1971.0 10843.4 (9) 0.182 18 271.4 548.8 (5) 0.495 3464.3 11440.4 (10) 0.303 19 325.0 463.3 (5) 0.702 5675.7 13694.7 (10) 0.414 20L 353.4 445.8 (5) 0.793 8733.1 13571.8 (10) 0.643 20R 429.1 445.8 (5) 0.962 8733.1 13571.8 (10) 0.643 21 366.8 445.8 (5) 0.823 3698.9 16108.3 (9) 0.230 Stiffeners Location 16.13 108.3 649.8 (5) 0.167 32.07 72.1 649.8 (5) 0.111 47.96 123.6 649.8 (5) 0.190 95.56 236.8 649.8 (5) 0.364 111.43 169.6 649.8 (5) 0.261 127.29 115.1 649.8 (5) 0.177 143.16 147.3 649.8 (5) 0.227 159.02 221.0 649.8 (5) 0.340 174.88 302.0 496.5 (5) 0.608 208.16 358.3 445.8 (5) 0.804 (5) C 0.58 Fyw D t (20) compact section (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 1607.10 1607.28 3 4201.64 4420.83 Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 0.00 0.00 0.00 0.000 chk not rq 0.000 0.000 16.12 13.08 0.00 0.000 chk not rq 0.000 0.000 32.07 17.76 0.00 0.000 0.000 0.000 0.000 47.96 14.89 0.00 0.000 chk not rq 0.000 0.000 63.83 9.44 0.00 0.000 chk not rq 0.000 0.000 79.70 25.84 0.00 0.000 0.000 0.000 0.000 95.56 5.10 0.58 0.113 chk not rq 0.023 0.023 111.42 13.03 1.22 0.093 chk not rq 0.049 0.049 127.28 16.19 1.51 0.093 chk not rq 0.060 0.060 143.15 13.83 1.31 0.095 chk not rq 0.052 0.052 159.01 9.61 0.74 0.077 0.153 0.029 0.029 174.87 15.62 1.29 0.082 0.165 0.051 0.051 190.75 26.15 2.43 0.093 0.186 0.097 0.097 208.16 9.04 0.98 0.109 0.218 0.039 0.039 Bearing Stiffeners Location Factored Allowable Actual Ratio Allowable Actual Ratio From Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress (ft) (k ) (ksi) (ksi) (ksi) (ksi) 0.00 165.39 49.95 5.30 0.106 67.55 7.53 0.111 0.00 165.39 49.95 5.30 0.106 67.55 7.53 0.111 79.70 493.44 49.95 15.81 0.316 67.55 22.46 0.332 79.70 493.44 49.95 15.81 0.316 67.55 22.46 0.332 190.75 729.30 49.95 23.36 0.468 67.55 33.19 0.491 190.75 729.30 49.95 23.36 0.468 67.55 33.19 0.491 Fatigue Truck Loading Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) Range Range Girder Base metal 7.97 B 237.65 1.55 8.00 0.193 Base metal 15.94 B 413.94 2.70 8.00 0.337 Base metal 23.91 B 541.76 3.54 8.00 0.443 Base metal 31.88 B 628.73 4.13 8.00 0.516 Base metal 39.85 B 668.48 4.43 8.00 0.553 Base metal 47.82 B 681.59 4.56 8.00 0.570 Base metal 55.79 B 645.06 4.40 8.00 0.551 Base metal 63.76 C 585.75 2.02 5.00 0.405 Base metal 71.73 C 579.07 2.24 5.00 0.448 Base metal 79.70 C 610.52 2.52 5.00 0.504 Base metal 90.80 C 424.33 0.40 5.00 0.080 Base metal 101.91 B 566.88 3.13 8.00 0.391 Base metal 113.01 B 739.12 3.59 8.00 0.448 Base metal 124.12 B 811.69 3.82 8.00 0.477 Base metal 135.22 B 911.76 4.44 8.00 0.556 Base metal 146.33 B 957.26 4.50 8.00 0.563 Base metal 157.43 C 875.38 0.91 5.00 0.181 Base metal 168.54 C 812.72 0.84 5.00 0.168 Base metal 179.64 C 805.80 0.83 5.00 0.167 Base metal 190.75 C 997.50 1.03 5.00 0.207 Base metal 206.41 C 853.68 0.88 5.00 0.177 Near flg-web weld 7.97 B 237.65 1.51 8.00 0.189 Near flg-web weld 15.94 B 413.94 2.63 8.00 0.329 Near flg-web weld 23.91 B 541.76 3.46 8.00 0.432 Near flg-web weld 31.88 B 628.73 4.03 8.00 0.504 Near flg-web weld 39.85 B 668.48 4.32 8.00 0.540 Near flg-web weld 47.82 B 681.59 4.46 8.00 0.557 Near flg-web weld 55.79 B 645.06 4.30 8.00 0.538 Near flg-web weld 63.76 B 585.75 3.43 8.00 0.429 Near flg-web weld 71.73 B 579.07 2.11 8.00 0.264 Near flg-web weld 79.70 B 610.52 2.38 8.00 0.297 Near flg-web weld 90.80 B 424.33 0.38 8.00 0.047 Near flg-web weld 101.91 B 566.88 2.91 8.00 0.364 Near flg-web weld 113.01 B 739.12 3.33 8.00 0.417 Near flg-web weld 124.12 B 811.69 3.66 8.00 0.458 Near flg-web weld 135.22 B 911.76 4.11 8.00 0.514 Near flg-web weld 146.33 B 957.26 4.32 8.00 0.540 Near flg-web weld 157.43 B 875.38 3.08 8.00 0.385 Near flg-web weld 168.54 B 812.72 0.78 8.00 0.098 Near flg-web weld 179.64 B 805.80 0.78 8.00 0.098 Near flg-web weld 190.75 B 997.50 0.97 8.00 0.121 Near flg-web weld 206.41 B 853.68 0.83 8.00 0.104 Top Flg. splice 59.05 B 623.53 2.15 8.00 0.269 Top Flg. splice 104.04 B 597.59 1.43 8.00 0.178 Top Flg. splice 151.63 B 934.02 2.45 8.00 0.306 Top Flg. splice 214.50 B 1040.37 1.77 8.00 0.221 Bot.Flg. splice 59.05 B 623.53 4.30 8.00 0.538 Bot.Flg. splice 104.04 B 597.59 3.55 8.00 0.444 Bot.Flg. splice 151.63 B 934.02 4.79 8.00 0.599 Bot.Flg. splice 214.50 B 1040.37 2.86 8.00 0.358 Trans. stiff. toe 143.16 C' 944.27 4.47 6.00 0.744 Rebars 79.70 984.14 7.20 20.00 0.360 Rebars 190.75 1566.88 4.94 20.00 0.247 * wheel distribution given in GSA program * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Cost Schedule for Web Section 1 -------------------------------- lb Flange 50677.9 Web 23860.0 Web stiffeners 1101.8 Bearing stiff. 1440.3 Total steel 77080.0 Welding Vol lbs Flange-web 501.2 142.1 Trans.stiff.-web ( 1/ 4 cont.) 85.4 24.2 Brng.stiff.( 1)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 2)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 3)-web( 5/16 cont.) 13.7 3.9 Total welding * 627.6 178.0 Total steel and weld 77257.9 Begin solution for web section 2. * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Service load shear (kips) and moment (kip-ft) at span tenth points on web section 2 Max live load+impact shear 74.0L 62.6T 52.8T -45.3T -54.6T -65.9T -78.1T -95.0T -104.5T 92.4T 77.2T 68.1T 57.8T 50.4T -49.1T -59.1T -70.1T -84.9T -98.3T 85.7T 73.8T 65.0T 58.6T 60.2T -44.9T -48.7T -55.6T -66.8T -82.5T Dead load 1 shear 85.9 54.7 24.6 -5.2 -35.1 -64.5 -94.6 -127.2 -154.7 113.4 82.4 55.2 23.3 -4.2 -30.6 -57.1 -84.8 -113.0 -140.6 131.2 105.7 80.0 53.7 28.8 3.7 -23.0 -49.0 -72.7 -97.6 Dead load 2 shear 13.8 14.4 15.4 -0.5 -3.4 -6.1 -9.0 -12.0 -14.7 11.3 8.3 5.5 2.3 -0.5 -3.2 -5.8 -8.6 -11.4 -14.1 13.0 10.5 7.9 5.4 2.9 0.4 -2.3 -4.9 -7.3 -9.8 (Shear value at an interior support is at left of support.) Max live load+impact moment 1226.2T 1731.0T 2044.8T 2153.4L 2047.6L 1730.1T 1228.1T 620.9L 475.2L 571.2L 1098.7T 1537.4T 1806.3T 1859.2T 1741.7T 1456.6T 1019.9T 489.5T 362.4L 522.8L 1031.4T 1434.5T 1689.0T 1818.1T 1841.0T 1723.6T 1429.3T 919.3T 0.0L Min live load+impact moment -784.4T -711.5L -734.4L -746.7L -794.5L -831.2L -883.0L -1252.0L -2271.8L -1304.1L -914.2L -850.1L -801.7L -730.0L -696.8L -670.1L -693.7L -1099.0L -2038.8L -1249.7L -912.3L -782.8L -678.0L -573.1L -461.6L -346.1L -229.7L -114.2L 0.0L Dead load 1 moment 533.9 1617.8 2236.1 2386.9 2072.1 1294.1 52.9 -1662.1 -3870.0 -1802.4 -240.3 835.6 1482.4 1628.7 1343.5 644.4 -470.2 -2016.4 -4005.1 -2000.2 -349.2 948.9 1887.0 2463.1 2689.0 2548.4 2045.3 1190.2 0.0 Dead load 2 moment 45.2 147.6 205.6 219.2 188.8 114.7 -3.1 -165.5 -374.9 -169.9 -13.8 94.3 159.7 174.9 146.0 74.8 -38.4 -194.7 -394.6 -196.4 -32.9 95.9 189.4 247.1 270.0 256.0 205.5 119.4 0.0 * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Rate Web depth = 70.0000 in Web thickness = 0.7500 in Tenth Top Flange Min Top Bott Flange Min Bott Flange to Web Weld Point Width Flange t Width Flange t Top Bott 22 24.02 2.047 24.02 2.756 5/16 5/16 23 24.02 2.047 24.02 2.756 5/16 5/16 24 24.02 2.047 24.02 2.756 5/16 5/16 25 24.02 2.047 24.02 2.756 5/16 5/16 26 24.02 2.047 24.02 2.756 5/16 5/16 27 24.02 2.047 24.02 2.756 5/16 5/16 28 24.02 2.047 24.02 2.756 5/16 5/16 29 24.02 1.890 24.02 1.890 5/16 5/16 30 24.02 1.890 24.02 1.890 5/16 5/16 31 24.02 1.890 24.02 1.890 5/16 5/16 32 24.02 1.890 24.02 1.890 5/16 5/16 33 24.02 1.496 24.02 2.520 5/16 5/16 34 24.02 1.496 24.02 2.520 5/16 5/16 35 24.02 1.496 24.02 2.520 5/16 5/16 36 24.02 1.496 24.02 2.520 5/16 5/16 37 24.02 1.496 24.02 2.520 5/16 5/16 38 24.02 1.890 24.02 1.890 5/16 5/16 39 24.02 1.890 24.02 1.890 5/16 5/16 40 24.02 1.890 24.02 1.890 5/16 5/16 41 24.02 1.890 24.02 1.890 5/16 5/16 42 24.02 1.890 24.02 1.890 5/16 5/16 43 24.02 1.496 24.02 2.520 5/16 5/16 44 24.02 1.496 24.02 2.520 5/16 5/16 45 24.02 1.496 24.02 2.520 5/16 5/16 46 24.02 1.496 24.02 2.520 5/16 5/16 47 24.02 1.496 24.02 2.520 5/16 5/16 48 24.02 1.496 24.02 2.520 5/16 5/16 49 24.02 1.496 24.02 2.520 5/16 5/16 50 24.02 1.496 24.02 2.520 5/16 5/16 2 - 10.75 x 1.125 brng. stf. at 133.59 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 290.43 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 430.18 ft from left end of web section 7.00 x 0.41 transverse stiffeners 1 stiffener space at 208.90 in (straddles web splice) Composite section properties at max positive moment - n = 8 I = 295684. in4 S (top steel) = 13211.06 in3 S (bottom steel) = 5726.52 in3 S (concrete) = 8481.59 in3 Neutral axis from bottom flange = 51.63 in Composite section properties at max positive moment - n = 24 I = 211217. in4 S (top steel) = 6315.50 in3 S (bottom steel) = 5206.05 in3 S (concrete) = 4599.22 in3 Neutral axis from bottom flange = 40.57 in Section properties of girder alone at max positive moment I = 141394. in4 S (top) = 3318.76 in3 S (bottom) = 4501.34 in3 Neutral axis from bottom flange = 31.41 in Section properties of girder alone at max negative moment I = 138740. in4 S (top) = 3760.94 in3 S (bottom) = 3760.94 in3 Neutral axis from bottom flange = 36.89 in Composite section properties at max negative moment I = 154054. in4 S (top of steel) = 4460.38 in3 S (bottom of steel) = 3925.79 in3 S (reinf) = 3574.23 in3 Neutral axis from bottom flange = 39.24 in * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Web Section 2 Stresses ----------------------- Factored Shear Factored Bending Tenth Shear Strength Moment Strength Point (k ) (k ) Ratio (k-ft) (k-ft) Ratio 22 290.2 770.4 (5) 0.377 3414.8 24388.6 (6) 0.140 23 225.9 770.4 (5) 0.293 6053.0 23616.0 (6) 0.256 24 166.8 770.4 (5) 0.216 7613.5 23373.2 (6) 0.326 25 105.8 770.4 (5) 0.137 8062.9 23330.9 (6) 0.346 26 168.5 770.4 (5) 0.219 7384.7 23462.2 (6) 0.315 27 234.8 770.4 (5) 0.305 5587.4 23857.0 (6) 0.234 28 304.3 770.4 (5) 0.395 2730.9 25375.3 (6) 0.108 29 387.2 770.4 (5) 0.503 5093.9 15433.1 (9) 0.330 30L 447.1 770.4 (5) 0.580 10450.4 15395.1 (9) 0.679 30R 426.2 770.4 (5) 0.553 10450.4 15395.1 (9) 0.679 31 362.6 770.4 (5) 0.471 5395.2 15547.5 (9) 0.347 32 285.4 770.4 (5) 0.370 2315.2 15750.4 (9) 0.147 33 226.9 770.4 (5) 0.294 4546.5 22234.6 (6) 0.204 34 158.8 770.4 (5) 0.206 6056.3 21736.5 (6) 0.279 35 103.3 770.4 (5) 0.134 6381.0 21651.5 (6) 0.295 36 150.5 770.4 (5) 0.195 5717.5 21819.1 (6) 0.262 37 210.1 770.4 (5) 0.273 4097.3 22453.5 (6) 0.182 38 273.6 770.4 (5) 0.355 2167.1 15648.2 (9) 0.138 39 346.0 875.6 (5) 0.395 5260.4 15497.5 (10) 0.339 40L 414.5 875.6 (5) 0.473 10145.8 15370.2 (10) 0.660 40R 428.8 856.4 (5) 0.501 10145.8 15370.2 (10) 0.660 41 373.4 856.4 (5) 0.436 5568.6 15400.7 (10) 0.362 42 311.1 856.3 (5) 0.363 2477.3 15590.4 (10) 0.159 43 255.4 856.3 (5) 0.298 4472.6 23740.3 (20) 0.188 44 204.0 856.3 (5) 0.238 6366.2 23740.3 (20) 0.268 45 171.9 856.3 (5) 0.201 7470.4 23740.3 (20) 0.315 46 92.0 856.3 (5) 0.107 7843.6 23740.3 (20) 0.330 47 138.5 856.3 (5) 0.162 7387.7 23740.3 (20) 0.311 48 190.8 856.3 (5) 0.223 6029.0 23740.3 (20) 0.254 49 249.1 770.4 (5) 0.323 3698.3 23740.3 (20) 0.156 50 318.8 770.4 (5) 0.414 0.0 20289.2 (10) 0.000 Stiffeners Location 225.57 275.9 770.4 (5) 0.358 242.98 206.2 770.4 (5) 0.268 260.38 139.7 770.4 (5) 0.181 277.79 140.7 770.4 (5) 0.183 295.20 212.7 770.4 (5) 0.276 312.61 288.9 770.4 (5) 0.375 330.02 378.0 770.4 (5) 0.491 441.45 150.2 770.4 (5) 0.195 457.12 209.7 770.4 (5) 0.272 472.79 273.1 770.4 (5) 0.354 488.49 345.5 770.4 (5) 0.448 521.74 357.8 856.3 (5) 0.418 539.21 283.3 856.3 (5) 0.331 556.68 216.9 856.3 (5) 0.253 591.62 103.6 856.3 (5) 0.121 609.09 164.7 856.3 (5) 0.192 626.56 234.5 856.4 (5) 0.274 (5) C 0.58 Fyw D t (20) compact section (6) Fy S(equiv) Maximum moment in factored strength expression (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 1607.10 1607.28 3 4201.64 4420.83 Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 225.56 8.47 0.90 0.106 0.213 0.036 0.036 242.97 14.20 1.49 0.105 0.210 0.060 0.060 260.38 16.95 1.78 0.105 0.210 0.071 0.071 277.79 16.65 1.75 0.105 0.210 0.070 0.070 295.20 13.28 1.40 0.105 0.211 0.056 0.056 312.61 6.95 0.75 0.108 0.215 0.030 0.030 330.02 14.11 1.52 0.108 0.215 0.061 0.061 347.43 32.62 3.12 0.096 0.191 0.125 0.125 363.10 16.81 1.44 0.086 0.171 0.058 0.058 378.77 8.34 0.60 0.071 0.143 0.024 0.024 394.44 10.17 0.89 0.087 0.174 0.035 0.035 410.11 13.83 1.19 0.086 0.172 0.048 0.048 425.78 14.63 1.26 0.086 0.172 0.050 0.050 441.45 13.03 1.13 0.086 0.173 0.045 0.045 457.12 9.12 0.80 0.088 0.175 0.032 0.032 472.79 6.57 0.56 0.086 0.171 0.023 0.023 488.49 16.35 0.00 0.000 0.000 0.000 0.000 504.28 31.71 0.00 0.000 0.000 0.000 0.000 521.74 14.50 0.00 0.000 0.000 0.000 0.000 539.21 6.21 0.00 0.000 0.000 0.000 0.000 556.68 13.79 0.00 0.000 0.000 0.000 0.000 574.16 17.55 0.00 0.000 0.000 0.000 0.000 591.63 18.42 0.00 0.000 0.000 0.000 0.000 609.10 16.11 0.00 0.000 0.000 0.000 0.000 626.57 10.35 0.00 0.000 0.000 0.000 0.000 644.03 0.00 0.00 0.000 0.000 0.000 0.000 Bearing Stiffeners Location Factored Allowable Actual Ratio Allowable Actual Ratio From Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress (ft) (k ) (ksi) (ksi) (ksi) (ksi) 347.43 807.69 49.84 23.54 0.472 67.55 36.76 0.544 133.59 807.69 49.84 23.54 0.472 67.55 36.76 0.544 504.28 758.43 49.84 22.10 0.444 67.55 34.52 0.511 290.43 758.43 49.84 22.10 0.444 67.55 34.52 0.511 644.03 320.61 49.84 9.34 0.187 67.55 14.59 0.216 430.18 320.61 49.84 9.34 0.187 67.55 14.59 0.216 Fatigue Truck Loading Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) Range Range Girder Base metal 222.08 B 1193.43 2.37 8.00 0.296 Base metal 237.75 B 1442.48 2.90 8.00 0.362 Base metal 253.42 B 1559.01 3.20 8.00 0.400 Base metal 269.09 B 1567.71 3.24 8.00 0.405 Base metal 284.76 B 1574.77 3.23 8.00 0.403 Base metal 300.43 B 1457.11 2.92 8.00 0.365 Base metal 316.10 B 1207.31 2.39 8.00 0.299 Base metal 331.76 C 897.86 0.78 5.00 0.157 Base metal 347.43 C 944.12 0.82 5.00 0.165 Base metal 363.12 C 886.53 0.77 5.00 0.155 Base metal 378.80 C 1128.47 0.99 5.00 0.197 Base metal 394.49 B 1349.33 3.06 8.00 0.383 Base metal 410.17 B 1432.67 3.25 8.00 0.406 Base metal 425.85 B 1378.98 3.12 8.00 0.390 Base metal 441.54 B 1349.85 3.04 8.00 0.380 Base metal 457.22 B 1232.24 2.77 8.00 0.347 Base metal 472.91 C 1010.66 0.88 5.00 0.176 Base metal 488.59 C 759.64 1.57 5.00 0.314 Base metal 504.28 C 888.08 2.02 5.00 0.404 Base metal 518.25 C 871.08 1.83 5.00 0.365 Base metal 532.23 C 1060.55 1.86 5.00 0.371 Base metal 546.20 B 1273.98 2.87 8.00 0.358 Base metal 560.18 B 1382.52 3.07 8.00 0.383 Base metal 574.15 B 1413.08 3.10 8.00 0.388 Base metal 588.13 B 1372.86 2.99 8.00 0.374 Base metal 602.10 B 1240.52 2.69 8.00 0.336 Base metal 616.08 B 994.40 2.14 8.00 0.268 Base metal 630.05 B 595.06 1.28 8.00 0.159 Near flg-web weld 222.08 B 1193.43 2.22 8.00 0.277 Near flg-web weld 237.75 B 1442.48 2.68 8.00 0.335 Near flg-web weld 253.42 B 1559.01 2.89 8.00 0.362 Near flg-web weld 269.09 B 1567.71 2.91 8.00 0.364 Near flg-web weld 284.76 B 1574.77 2.92 8.00 0.365 Near flg-web weld 300.43 B 1457.11 2.70 8.00 0.338 Near flg-web weld 316.10 B 1207.31 2.24 8.00 0.280 Near flg-web weld 331.76 B 897.86 0.74 8.00 0.093 Near flg-web weld 347.43 B 944.12 0.78 8.00 0.097 Near flg-web weld 363.12 B 886.53 0.73 8.00 0.091 Near flg-web weld 378.80 B 1128.47 2.81 8.00 0.351 Near flg-web weld 394.49 B 1349.33 2.69 8.00 0.336 Near flg-web weld 410.17 B 1432.67 2.86 8.00 0.357 Near flg-web weld 425.85 B 1378.98 2.75 8.00 0.344 Near flg-web weld 441.54 B 1349.85 2.69 8.00 0.336 Near flg-web weld 457.22 B 1232.24 2.46 8.00 0.307 Near flg-web weld 472.91 B 1010.66 0.83 8.00 0.104 Near flg-web weld 488.59 B 759.64 1.48 8.00 0.185 Near flg-web weld 504.28 B 888.08 1.91 8.00 0.239 Near flg-web weld 518.25 B 871.08 1.73 8.00 0.216 Near flg-web weld 532.23 B 1060.55 2.88 8.00 0.360 Near flg-web weld 546.20 B 1273.98 2.73 8.00 0.341 Near flg-web weld 560.18 B 1382.52 2.92 8.00 0.365 Near flg-web weld 574.15 B 1413.08 2.95 8.00 0.369 Near flg-web weld 588.13 B 1372.86 2.85 8.00 0.356 Near flg-web weld 602.10 B 1240.52 2.55 8.00 0.319 Near flg-web weld 616.08 B 994.40 2.04 8.00 0.255 Near flg-web weld 630.05 B 595.06 1.21 8.00 0.152 Top Flg. splice 318.96 B 1155.19 1.98 8.00 0.247 Top Flg. splice 387.15 B 1263.18 2.15 8.00 0.268 Top Flg. splice 468.11 B 1081.50 1.82 8.00 0.228 Top Flg. splice 533.04 B 1072.30 2.03 8.00 0.253 Top Flg. splice 644.03 B 0.02 0.00 8.00 0.000 Bot.Flg. splice 318.96 B 1155.19 3.34 8.00 0.417 Bot.Flg. splice 387.15 B 1263.18 3.75 8.00 0.469 Bot.Flg. splice 468.11 B 1081.50 3.19 8.00 0.399 Bot.Flg. splice 533.04 B 1072.30 3.01 8.00 0.376 Bot.Flg. splice 644.03 B 0.02 0.00 8.00 0.000 Trans. stiff. toe 260.38 C' 1562.87 3.15 6.00 0.526 Full depth conn PL 277.79 C' 1571.63 3.17 6.00 0.528 Rebars 347.43 1453.99 4.88 20.00 0.244 Rebars 504.28 1356.76 4.56 20.00 0.228 * wheel distribution given in GSA program * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Cost Schedule for Web Section 2 -------------------------------- lb Flange 145328.0 Web 76850.2 Web stiffeners 2935.3 Bearing stiff. 1440.3 Total steel 226553.7 Welding Vol lbs Flange-web 1008.2 285.9 Trans.stiff.-web ( 1/ 4 cont.) 227.5 64.5 Brng.stiff.( 1)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 2)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 3)-web( 5/16 cont.) 13.7 3.9 Total welding * 1276.8 362.0 Total steel and weld 226915.7 Summary Tables Governing Service Shear Girder 8 Service Shear -k Tenth Location Noncomp Comp Max LL+I Range Point Dead Dead 0 0.00 35.38 5.28 55.10 T 64.74 1 7.97 26.49 3.89 47.32 T 56.88 2 15.94 17.23 2.49 38.31 T 53.71 3 23.91 8.91 1.12 34.80 T 55.85 4 31.88 -1.09 -0.27 -32.28 T 58.79 5 39.85 -10.80 -1.63 -30.61 T 57.55 6 47.82 -21.54 -3.02 -41.95 T 60.82 7 55.79 -34.04 -4.42 -47.98 T 69.14 Top flg.spl. 59.05 -38.89 -5.00 -52.38 71.09 Bot flg.spl. 59.05 -38.89 -5.00 -52.38 71.09 8 63.76 -45.62 -5.83 -60.73 T 72.42 9 71.73 -59.18 -7.29 -73.58 T 84.59 10 79.70L -71.68 -8.69 -70.95 T 78.35 10 79.70R 73.70 8.40 85.30 T 100.92 11 90.80 56.02 8.40 79.16 T 98.94 12 101.91 36.46 13.81 67.44 T 92.08 Top flg.spl. 104.04 32.84 14.30 65.16 90.72 Bot flg.spl. 104.04 32.84 14.30 65.16 90.72 13 113.01 17.97 14.44 55.48 T 84.77 14 124.12 0.09 15.40 41.02 T 80.57 15 135.22 -16.92 -1.49 -48.74 T 88.07 16 146.33 -34.09 -3.36 -48.67 T 84.36 Top flg.spl. 151.63 -42.78 -4.28 -53.80 84.44 Bot flg.spl. 151.63 -42.78 -4.28 -53.80 84.44 17 157.43 -52.63 -5.30 -63.23 T 85.90 18 168.54 -72.13 -7.28 -77.45 T 96.83 19 179.64 -94.50 -9.43 -87.47 T 101.09 20 190.75L -113.87 -11.37 -87.79 T 97.43 20 190.75R 145.34 13.81 102.33 L 120.73 21 206.41 117.95 11.07 91.71 L 116.34 Top flg.spl. 214.50 101.29 12.75 81.74 110.51 Bot flg.spl. 214.50 101.29 12.75 81.74 110.51 22 222.08 85.89 13.81 73.96 L 106.52 23 237.75 54.73 14.44 62.62 T 102.80 24 253.42 24.63 15.40 52.84 T 92.58 25 269.09 -5.24 -0.54 -45.29 T 89.46 26 284.76 -35.06 -3.35 -54.63 T 94.17 27 300.43 -64.51 -6.13 -65.86 T 104.36 28 316.10 -94.64 -8.96 -78.13 T 111.74 Top flg.spl. 318.96 -100.42 -9.50 -80.87 112.79 Bot flg.spl. 318.96 -100.42 -9.50 -80.87 112.79 29 331.76 -127.22 -12.00 -94.98 T 116.38 30 347.43L -154.71 -14.74 -104.46 T 119.39 30 347.43R 145.58 14.44 100.49 L 114.93 31 363.12 113.36 11.32 92.38 T 108.16 32 378.80 82.36 8.26 77.18 T 97.86 Top flg.spl. 387.15 68.52 6.87 72.51 96.94 Bot flg.spl. 387.15 68.52 6.87 72.51 96.94 33 394.49 55.24 5.54 68.11 T 95.45 34 410.17 23.31 2.34 57.78 T 90.14 35 425.85 -4.20 -0.48 50.39 T 90.61 36 441.54 -30.61 -3.17 -49.10 T 91.54 37 457.22 -57.05 -5.84 -59.10 T 97.06 Top flg.spl. 468.11 -76.28 -7.75 -66.32 104.01 Bot flg.spl. 468.11 -76.28 -7.75 -66.32 104.01 38 472.91 -84.82 -8.60 -70.08 T 104.86 39 488.59 -113.03 -11.38 -84.86 T 98.19 40 504.28L -140.56 -14.12 -98.29 T 111.69 40 504.28R 155.72 15.40 95.05 L 101.64 41 518.25 131.20 12.96 85.66 T 97.57 42 532.23 105.67 10.48 73.77 T 91.86 Top flg.spl. 533.04 104.18 10.33 73.18 91.68 Bot flg.spl. 533.04 104.18 10.33 73.18 91.68 43 546.20 79.97 7.95 65.01 T 91.38 44 560.18 53.70 5.35 58.61 T 85.23 45 574.15 28.76 2.91 60.21 T 107.53 46 588.13 3.72 0.42 -44.86 T 83.45 47 602.10 -22.97 -2.29 -48.69 T 83.68 48 616.08 -49.02 -4.95 -55.56 T 87.59 49 630.05 -72.72 -7.33 -66.80 T 86.23 50 644.03 -97.65 -9.77 -82.54 T 91.50 Ranges shown in this table not used for fatigue. T - governed by truck loading L - governed by lane loading Fatigue Truck Shear 2003 Guide Spec Girder 8 2003 Guide Spec Fatigue Truck Shear - k Tenth Pt Max LL+I Range 0 23.97 25.02 1 17.49 18.54 2 11.70 16.11 3 15.04 23.21 4 -15.51 25.84 5 13.71 26.41 6 -21.28 29.64 7 -20.15 29.77 8 -29.56 34.42 9 -35.63 37.18 10 -32.64 33.21 10R 32.35 34.11 11 36.88 38.65 12 30.79 33.84 13 28.23 38.44 14 17.73 34.87 15 -23.48 42.22 16 -17.97 35.66 17 -30.53 39.12 18 -36.28 42.95 19 -41.07 44.33 20 -41.63 42.61 20R 31.12 32.57 21 33.99 35.44 22 26.72 34.30 23 24.28 43.23 24 22.75 41.93 25 21.51 42.43 26 -21.93 42.54 27 -23.43 42.16 28 -26.13 38.83 29 -34.23 40.31 30 -40.83 42.13 30R 29.29 30.60 31 36.38 37.61 32 28.57 32.54 33 25.25 35.52 34 22.98 35.98 35 20.29 35.75 36 -17.83 32.13 37 -20.37 31.57 38 -24.12 37.82 39 -33.02 34.32 40 -41.07 42.37 40R 30.96 31.27 41 37.12 37.44 42 31.43 36.37 43 28.40 41.52 44 28.65 40.83 45 29.24 51.99 46 -23.55 40.90 47 -21.90 38.85 48 -21.76 34.11 49 -27.32 35.72 50 -37.82 38.89 Reactions Girder 8 Factored Reactions - k Loc Noncomp Comp LL+I LL+I Max Min Dead Dead Max Min Total Total 0.00 44.14 6.60 114.65 -20.30 165.39 3.54 Steel 11.12 Conc 33.02 79.70 207.11 24.07 262.27 -53.22 493.44 100.67 Steel 43.81 Conc 163.30 190.75 344.99 33.52 350.79 -55.07 729.30 234.85 Steel 106.11 Conc 238.88 347.43 400.41 38.86 368.41 -53.61 807.69 293.20 Steel 129.94 Conc 270.47 504.28 385.34 38.31 334.78 -37.68 758.43 309.97 Steel 117.78 Conc 267.56 644.03 129.32 12.71 179.43 -20.02 321.46 89.27 Steel 39.90 Conc 89.42 Unfactored Reactions - k Loc Noncomp Comp LL+I LL+I Max Min Dead Dead Max Min Total Total 0.00 33.96 5.07 52.81 -9.35 91.84 29.68 Steel 8.56 Conc 25.40 79.70 159.31 18.52 120.80 -24.51 298.63 153.32 Steel 33.70 Conc 125.62 190.75 265.38 25.78 161.58 -25.37 452.74 265.80 Steel 81.63 Conc 183.75 347.43 308.01 29.89 169.70 -24.69 507.60 313.21 Steel 99.96 Conc 208.05 504.28 296.41 29.47 154.20 -17.36 480.09 308.53 Steel 90.60 Conc 205.81 644.03 99.48 9.78 82.65 -9.22 191.90 100.03 Steel 30.69 Conc 68.79 Reactions in girder output include weight in girder extensions at abutments, which is not included in girder system output. Governing Service Moment Girder 8 Service Moment - k-ft Tenth Location Noncomp Comp Max LL+I Min LL+I Range Point Dead Dead 0 0.00 -0.21 -0.01 0.42 T -0.48 T 0.90 1 7.97 246.59 36.50 346.04 T -72.11 T 418.15 2 15.94 421.05 61.92 578.18 T -144.28 T 722.46 3 23.91 530.31 76.52 732.18 T -211.28 T 943.45 4 31.88 561.71 79.91 813.47 T -278.49 T 1091.95 5 39.85 516.70 72.53 820.94 T -340.54 T 1161.48 6 47.82 388.07 54.00 770.34 T -403.28 T 1173.62 7 55.79 161.08 24.42 657.36 T -469.45 T 1126.81 Top flg.spl 59.05 40.76 8.95 593.88 -499.55 1093.43 Bot.flg.spl 59.05 40.76 8.95 593.88 -499.55 1093.43 8 63.76 -160.83 -16.80 484.71 L -546.04 T 1030.75 9 71.73 -580.65 -68.96 337.98 L -680.49 L 1018.47 10 79.70 -1103.76 -132.62 292.09 L -1013.01 L 1305.10 11 90.80 -383.47 -50.15 295.69 L -490.68 L 786.37 12 101.91 128.04 9.45 665.64 T -357.03 T 1022.67 Top flg.spl 104.04 202.57 18.30 728.65 -342.91 1071.57 Bot.flg.spl 104.04 202.57 18.30 728.65 -342.91 1071.57 13 113.01 433.84 46.56 966.62 T -324.07 L 1290.69 14 124.12 534.16 61.65 1108.58 T -391.60 L 1500.18 15 135.22 441.94 55.75 1157.97 T -492.41 L 1650.38 16 146.33 157.05 28.66 1101.29 T -591.49 L 1692.79 Top flg.spl 151.63 -48.37 8.28 1022.94 -642.96 1665.90 Bot.flg.spl 151.63 -48.37 8.28 1022.94 -642.96 1665.90 17 157.43 -323.95 -19.47 899.46 T -702.22 L 1601.69 18 168.54 -1021.84 -89.35 667.64 T -930.33 L 1597.96 19 179.64 -1945.13 -181.93 465.24 L -1340.63 L 1805.87 20 190.75 -3103.11 -297.53 424.70 L -1986.31 L 2411.00 21 206.41 -1040.39 -102.57 594.91 T -1019.39 L 1614.30 Top flg.spl 214.50 -166.64 -20.67 936.52 -877.88 1814.40 Bot.flg.spl 214.50 -166.64 -20.67 936.52 -877.88 1814.40 22 222.08 533.87 45.17 1226.18 T -784.41 T 2010.59 23 237.75 1617.85 147.64 1730.96 T -711.47 L 2442.43 24 253.42 2236.11 205.57 2044.84 T -734.38 L 2779.21 25 269.09 2386.89 219.21 2153.36 L -746.74 L 2900.10 26 284.76 2072.13 188.82 2047.64 L -794.52 L 2842.16 27 300.43 1294.09 114.67 1730.07 T -831.24 L 2561.30 28 316.10 52.94 -3.14 1228.06 T -883.02 L 2111.08 Top flg.spl 318.96 -225.21 -29.49 1124.91 -926.79 2051.69 Bot.flg.spl 318.96 -225.21 -29.49 1124.91 -926.79 2051.69 29 331.76 -1662.06 -165.46 620.86 L -1251.99 L 1872.86 30 347.43 -3870.01 -374.90 475.19 L -2271.76 L 2746.94 31 363.12 -1802.45 -169.86 571.22 L -1304.08 L 1875.30 32 378.80 -240.34 -13.83 1098.68 T -914.21 L 2012.89 Top flg.spl 387.15 385.95 49.07 1353.37 -878.15 2231.52 Bot.flg.spl 387.15 385.95 49.07 1353.37 -878.15 2231.52 33 394.49 835.61 94.31 1537.36 T -850.13 L 2387.49 34 410.17 1482.44 159.68 1806.34 T -801.67 L 2608.00 35 425.85 1628.67 174.92 1859.19 T -729.99 L 2589.18 36 441.54 1343.49 145.98 1741.66 T -696.82 L 2438.48 37 457.22 644.38 74.79 1456.62 T -670.11 L 2126.73 Top flg.spl 468.11 -83.76 0.80 1163.32 -645.96 1809.28 Bot.flg.spl 468.11 -83.76 0.80 1163.32 -645.96 1809.28 38 472.91 -470.21 -38.36 1019.91 T -693.67 L 1713.58 39 488.59 -2016.42 -194.67 489.52 T -1099.03 L 1588.54 40 504.28 -4005.08 -394.63 362.40 L -2038.78 L 2401.18 41 518.25 -2000.20 -196.42 522.79 L -1249.66 L 1772.45 42 532.23 -349.22 -32.85 1031.41 T -912.29 L 1943.69 Top flg.spl 533.04 -264.12 -24.42 1057.72 -899.07 1956.79 Bot.flg.spl 533.04 -264.12 -24.42 1057.72 -899.07 1956.79 43 546.20 948.89 95.90 1434.52 T -782.83 L 2217.36 44 560.18 1887.00 189.37 1689.04 T -678.00 L 2367.04 45 574.15 2463.09 247.08 1818.12 T -573.09 L 2391.21 46 588.13 2689.04 270.02 1841.02 T -461.62 L 2302.64 47 602.10 2548.39 256.03 1723.61 T -346.15 L 2069.76 48 616.08 2045.27 205.45 1429.34 T -229.75 L 1659.09 49 630.05 1190.22 119.45 919.26 T -114.23 L 1033.49 50 644.03 0.00 0.00 0.01 L -0.01 L 0.02 T - governed by truck loading L - governed by lane loading Range shown in this table not used for fatigue. At Bracing Brace No. 2 16.12 424.32 62.38 582.63 -145.89 3 32.07 561.53 79.86 814.50 -280.02 4 47.96 385.01 53.59 768.93 -404.38 5 63.83 -164.07 -17.21 483.31 -546.96 6 79.70 -1103.76 -132.62 292.09 -1013.01 7 95.56 -138.80 -21.82 409.31 -385.84 8 111.42 402.65 42.60 933.28 -322.62 9 127.28 527.49 62.11 1132.10 -416.96 10 143.15 258.59 38.56 1132.33 -561.95 11 159.01 -409.97 -28.09 868.32 -727.51 12 174.87 -1520.01 -139.37 532.30 -1135.65 13 190.75 -3103.11 -297.52 424.70 -1986.31 14 208.16 -841.30 -83.82 642.29 -957.12 15 225.56 817.11 71.85 1349.28 -754.20 16 242.97 1875.67 171.90 1856.79 -708.46 17 260.38 2360.83 217.10 2118.42 -741.17 18 277.79 2269.29 207.73 2120.81 -774.64 19 295.20 1605.12 144.26 1856.51 -817.31 20 312.61 370.01 26.92 1348.83 -844.07 21 330.02 -1446.80 -145.06 665.62 -1178.74 22 347.43 -3870.01 -374.90 475.19 -2271.76 23 363.10 -1804.22 -170.04 570.92 -1304.74 24 378.77 -242.75 -14.07 1097.80 -914.63 25 394.44 833.15 94.06 1536.35 -850.29 26 410.11 1480.99 159.54 1805.75 -801.88 27 425.78 1628.98 174.95 1859.33 -730.23 28 441.45 1346.24 146.26 1742.78 -696.99 29 457.12 650.12 75.37 1458.91 -670.12 30 472.79 -460.62 -37.39 1023.40 -692.13 31 488.49 -2005.33 -193.56 491.59 -1094.81 32 504.28 -4005.06 -394.63 362.40 -2038.77 33 521.74 -1554.53 -152.30 617.23 -1123.04 34 539.21 343.96 35.88 1246.16 -821.57 35 556.68 1686.54 169.36 1637.21 -704.20 36 574.16 2463.22 247.09 1818.15 -573.05 37 591.63 2688.23 269.98 1824.79 -433.08 38 609.10 2340.52 235.14 1603.28 -287.77 39 626.57 1434.67 144.01 1084.66 -142.90 Fatigue Truck Moment 2003 Guide Spec Girder 8 2003 Guide Spec. Fatigue Truck Moment - k-ft Tenth Location Max LL+I Min LL+I Range Point 0 0.00 0.33 -0.37 0.70 1 7.97 257.03 -59.84 316.87 2 15.94 432.18 -119.74 551.92 3 23.91 545.83 -176.52 722.35 4 31.88 605.11 -233.20 838.31 5 39.85 604.60 -286.70 891.31 6 47.82 568.38 -340.42 908.79 7 55.79 466.79 -393.29 860.08 Top flg.spl 59.05 414.99 -416.38 831.37 Bot.flg.spl 59.05 414.99 -416.38 831.37 8 63.76 329.85 -451.15 781.01 9 71.73 253.17 -518.92 772.09 10 79.70 218.82 -595.21 814.03 11 90.80 238.80 -326.98 565.78 12 101.91 481.64 -274.21 755.84 Top flg.spl 104.04 531.99 -264.79 796.78 Bot.flg.spl 104.04 531.99 -264.79 796.78 13 113.01 757.95 -227.54 985.49 14 124.12 855.35 -226.90 1082.25 15 135.22 886.66 -329.01 1215.67 16 146.33 845.72 -430.62 1276.34 Top flg.spl 151.63 766.48 -478.87 1245.35 Bot.flg.spl 151.63 766.48 -478.87 1245.35 17 157.43 635.81 -531.36 1167.17 18 168.54 446.84 -636.79 1083.63 19 179.64 321.37 -753.03 1074.40 20 190.75 267.56 -1062.44 1330.00 21 206.41 396.47 -741.77 1138.25 Top flg.spl 214.50 694.82 -692.33 1387.16 Bot.flg.spl 214.50 694.82 -692.33 1387.16 22 222.08 943.04 -648.21 1591.25 23 237.75 1359.45 -563.86 1923.31 24 253.42 1602.12 -476.56 2078.68 25 269.09 1670.25 -420.03 2090.28 26 284.76 1589.13 -510.57 2099.70 27 300.43 1337.73 -605.08 1942.81 28 316.10 916.63 -693.11 1609.74 Top flg.spl 318.96 829.76 -710.49 1540.25 Bot.flg.spl 318.96 829.76 -710.49 1540.25 29 331.76 404.08 -793.07 1197.15 30 347.43 263.44 -995.39 1258.83 31 363.12 382.31 -799.73 1182.04 32 378.80 816.59 -688.03 1504.62 Top flg.spl 387.15 1041.75 -642.49 1684.24 Bot.flg.spl 387.15 1041.75 -642.49 1684.24 33 394.49 1200.96 -598.15 1799.11 34 410.17 1420.53 -489.69 1910.22 35 425.85 1467.51 -371.14 1838.65 36 441.54 1386.84 -412.96 1799.80 37 457.22 1155.57 -487.41 1642.98 Top flg.spl 468.11 902.09 -539.92 1442.00 Bot.flg.spl 468.11 902.09 -539.92 1442.00 38 472.91 781.59 -565.95 1347.55 39 488.59 349.21 -663.65 1012.86 40 504.28 270.61 -913.50 1184.10 41 518.25 378.78 -782.66 1161.44 42 532.23 731.22 -682.85 1414.07 Top flg.spl 533.04 752.11 -677.62 1429.73 Bot.flg.spl 533.04 752.11 -677.62 1429.73 43 546.20 1096.89 -601.75 1698.64 44 560.18 1323.52 -519.84 1843.36 45 574.15 1444.35 -439.75 1884.11 46 588.13 1477.03 -353.46 1830.49 47 602.10 1389.58 -264.45 1654.03 48 616.08 1150.74 -175.12 1325.86 49 630.05 706.41 -87.01 793.41 50 644.03 0.01 -0.01 0.01 Does not include 0.75 factor. Service Force Summary Tables Force Summary at Tenth Points (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 35 5 55 0 0 0 0 0 0 8 7.97 26 4 47 247 37 346 -72 0 0 8 15.94 17 2 38 421 62 578 -144 0 0 8 23.91 9 1 35 530 77 732 -211 0 0 5 31.88 -1 0 -32 562 80 813 -278 0 0 5 39.85 -11 -2 -31 517 73 821 -341 0 0 3 47.82 -22 -3 -42 388 54 770 -403 0 0 3 55.79 -34 -4 -48 161 24 657 -469 0 0 -7 63.76 -46 -6 -61 -161 -17 485 -546 0 0 -7 71.73 -59 -7 -74 -581 -69 338 -680 0 0 10 79.70 -72 -9 -71 -1104 -133 292 -1013 0 0 10 79.70R 74 8 85 -1104 -133 -71 -7 0 0 -5 90.80 56 8 79 -383 -50 296 -491 0 0 11 101.91 36 14 67 128 9 666 -357 0 0 10 113.01 18 14 55 434 47 967 -324 0 0 7 124.12 0 15 41 534 62 1109 -392 0 0 7 135.22 -17 -1 -49 442 56 1158 -492 0 0 -4 146.33 -34 -3 -49 157 29 1101 -591 0 0 -6 157.43 -53 -5 -63 -324 -19 899 -702 0 0 -6 168.54 -72 -7 -77 -1022 -89 668 -930 0 0 -10 179.64 -94 -9 -87 -1945 -182 465 -1341 0 0 -12 190.75 -114 -11 -88 -3103 -298 425 -1986 0 0 -12 190.75R 145 14 102 -3103 -298 -88 -10 0 0 -6 206.41 118 11 92 -1040 -103 595 -1019 0 0 -12 222.08 86 14 74 534 45 1226 -784 0 0 11 237.75 55 14 63 1618 148 1731 -711 0 0 8 253.42 25 15 53 2236 206 2045 -734 0 0 5 269.09 -5 -1 -45 2387 219 2153 -747 0 0 4 284.76 -35 -3 -55 2072 189 2048 -795 0 0 5 300.43 -65 -6 -66 1294 115 1730 -831 0 0 8 316.10 -95 -9 -78 53 -3 1228 -883 0 0 -11 331.76 -127 -12 -95 -1662 -165 621 -1252 0 0 -12 347.43 -155 -15 -104 -3870 -375 475 -2272 0 0 -12 347.43R 146 14 100 -3870 -375 -104 -15 0 0 -5 363.12 113 11 92 -1802 -170 571 -1304 0 0 -12 378.80 82 8 77 -240 -14 1099 -914 0 0 -10 394.49 55 6 68 836 94 1537 -850 0 0 -9 410.17 23 2 58 1482 160 1806 -802 0 0 -6 425.85 -4 0 50 1629 175 1859 -730 0 0 5 441.54 -31 -3 -49 1343 146 1742 -697 0 0 7 457.22 -57 -6 -59 644 75 1457 -670 0 0 8 472.91 -85 -9 -70 -470 -38 1020 -694 0 0 9 488.59 -113 -11 -85 -2016 -195 490 -1099 0 0 10 504.28 -141 -14 -98 -4005 -395 362 -2039 0 0 9 504.28R 156 15 95 -4005 -395 -98 -13 0 0 -5 518.25 131 13 86 -2000 -196 523 -1250 0 0 -8 532.23 106 10 74 -349 -33 1031 -912 0 0 -7 546.20 80 8 65 949 96 1435 -783 0 0 -4 560.18 54 5 59 1887 189 1689 -678 0 0 -3 574.15 29 3 60 2463 247 1818 -573 0 0 -3 588.13 4 0 -45 2689 270 1841 -462 0 0 -3 602.10 -23 -2 -49 2548 256 1724 -346 0 0 5 616.08 -49 -5 -56 2045 205 1429 -230 0 0 7 630.05 -73 -7 -67 1190 119 919 -114 0 0 8 644.03 -98 -10 -83 0 0 0 0 0 0 8 Force Summary at Quarter Points (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 35 5 55 0 0 0 0 0 0 8 19.92 13 2 45 485 71 664 -178 0 0 7 39.85 -11 -2 -31 517 73 821 -341 0 0 -3 59.77 -40 -5 -54 12 5 568 -501 0 0 -7 79.70 -72 -9 -71 -1104 -133 292 -1013 0 0 10 79.70R 74 8 85 -1104 -133 -71 -7 0 0 -5 107.46 27 14 62 307 31 836 -328 0 0 8 135.22 -17 -1 -49 442 56 1158 -492 0 0 4 162.98 -62 -6 -71 -645 -52 780 -793 0 0 -7 190.75 -114 -11 -88 -3103 -298 425 -1986 0 0 -12 190.75R 145 14 102 -3103 -298 -88 -10 0 0 -6 229.92 70 14 68 1134 102 1502 -736 0 0 9 269.09 -5 -1 -45 2387 219 2153 -747 0 0 4 308.26 -79 -8 -71 733 61 1492 -817 0 0 -9 347.43 -155 -15 -104 -3870 -375 475 -2272 0 0 -12 347.43R 146 14 100 -3870 -375 -104 -15 0 0 -5 386.64 68 7 72 358 46 1329 -841 0 0 10 425.85 -4 0 50 1629 175 1859 -730 0 0 5 465.06 -71 -7 -64 139 23 1257 -676 0 0 -9 504.28 -141 -14 -98 -4005 -395 362 -2039 0 0 9 504.28R 156 15 95 -4005 -395 -98 -13 0 0 -5 539.21 93 9 69 344 36 1246 -822 0 0 6 574.15 29 3 60 2463 247 1818 -573 0 0 3 609.09 -36 -4 -52 2342 235 1599 -288 0 0 -6 644.03 -98 -10 -83 0 0 0 0 0 0 8 Force Summary at Brace Locations (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 35 5 55 0 0 0 0 0 0 8 16.12 17 2 38 424 62 583 -146 0 0 8 32.07 -1 0 -33 562 80 814 -280 0 0 5 47.96 -22 -3 -42 385 54 769 -404 0 0 3 63.83 -46 -6 -61 -164 -17 483 -547 0 0 -7 79.70 -72 -9 -71 -1104 -133 292 -1013 0 0 10 95.56 66 12 94 -139 -22 409 -386 0 0 10 111.42 21 14 57 403 43 933 -323 0 0 7 127.28 -5 12 23 527 62 1132 -417 0 0 5 143.15 -29 -3 -47 259 39 1132 -562 0 0 -6 159.01 -55 -6 -65 -410 -28 868 -728 0 0 -6 174.87 -85 -9 -84 -1520 -139 532 -1136 0 0 -11 190.75 -114 -11 -88 -3103 -298 425 -1986 0 0 -12 208.16 127 12 99 -841 -84 642 -957 0 0 -10 225.56 79 14 71 817 72 1349 -754 0 0 12 242.97 45 15 59 1876 172 1857 -708 0 0 7 260.38 11 10 20 2361 217 2118 -741 0 0 4 277.79 -22 -2 -50 2269 208 2121 -775 0 0 4 295.20 -55 -5 -62 1605 144 1857 -817 0 0 9 312.61 -88 -8 -75 370 27 1349 -844 0 0 -8 330.02 -124 -12 -93 -1447 -145 666 -1179 0 0 -12 347.43 -155 -15 -104 -3870 -375 475 -2272 0 0 -12 363.10 113 11 92 -1804 -170 571 -1305 0 0 -12 378.77 82 8 77 -243 -14 1098 -915 0 0 -10 394.44 55 6 68 833 94 1536 -850 0 0 -9 410.11 23 2 58 1481 160 1806 -802 0 0 -6 425.78 -4 0 51 1629 175 1859 -730 0 0 5 441.45 -30 -3 -49 1346 146 1743 -697 0 0 7 457.12 -57 -6 -59 650 75 1459 -670 0 0 8 472.79 -85 -9 -70 -461 -37 1023 -692 0 0 9 488.49 -113 -11 -85 -2005 -194 492 -1095 0 0 10 504.28 -141 -14 -98 -4005 -395 362 -2039 0 0 9 521.74 153 15 101 -1555 -152 617 -1123 0 0 -10 539.21 93 9 69 344 36 1246 -822 0 0 -6 556.68 60 6 59 1687 169 1637 -704 0 0 -3 574.16 29 3 60 2463 247 1818 -573 0 0 -3 591.63 -3 0 -55 2688 270 1825 -433 0 0 -2 609.10 -36 -4 -52 2341 235 1603 -288 0 0 6 626.57 -67 -7 -64 1435 144 1085 -143 0 0 8 644.03 -98 -10 -83 0 0 0 0 0 0 8 Shear on right side of pier is found in Service Shear table. Truck-lane Moment Range Girder 8 Truck-Lane Moment Ranges - k-ft Tenth Loc ---------- Truck --------- ---------- Lane ----------- Max LL+I Min LL+I Range Max LL+I Min LL+I Range 0 0.00 0.42 -0.47 0.89 0.35 -0.39 0.73 1 7.97 345.94 -71.50 417.44 252.69 -66.56 319.25 2 15.94 577.97 -143.08 721.05 438.66 -133.16 571.82 3 23.91 731.89 -209.58 941.47 568.63 -196.27 764.90 4 31.88 813.10 -276.37 1089.47 651.20 -259.29 910.49 5 39.85 820.37 -338.58 1158.95 680.89 -317.78 998.67 6 47.82 766.03 -401.84 1167.87 662.21 -377.37 1039.58 7 55.79 629.23 -467.25 1096.48 581.85 -435.58 1017.43 Top flg.spl 59.05 554.64 -496.18 1050.81 534.15 -463.40 997.55 Bot.flg.spl 59.05 554.64 -496.18 1050.81 534.15 -463.40 997.55 8 63.76 428.02 -540.09 968.11 450.21 -507.59 957.80 9 71.73 260.73 -633.57 894.30 337.98 -680.49 1018.47 10 79.70 250.07 -734.07 984.14 292.09 -1013.01 1305.10 11 90.80 269.41 -433.00 702.41 283.29 -485.80 769.09 12 101.91 665.49 -356.63 1022.12 467.45 -270.42 737.87 Top flg.spl 104.04 730.48 -343.36 1073.84 514.70 -259.68 774.38 Bot.flg.spl 104.04 730.48 -343.36 1073.84 514.70 -259.68 774.38 13 113.01 966.07 -292.14 1258.21 756.38 -322.44 1078.81 14 124.12 1105.79 -260.88 1366.67 909.51 -389.94 1299.45 15 135.22 1151.77 -373.94 1525.71 976.97 -491.15 1468.12 16 146.33 1086.17 -489.34 1575.51 940.36 -590.93 1531.28 Top flg.spl 151.63 1000.37 -544.33 1544.70 874.69 -642.68 1517.37 Bot.flg.spl 151.63 1000.37 -544.33 1544.70 874.69 -642.68 1517.37 17 157.43 866.41 -604.28 1470.69 767.34 -702.22 1469.57 18 168.54 606.86 -725.82 1332.68 597.11 -930.33 1527.44 19 179.64 342.79 -860.96 1203.75 465.24 -1340.63 1805.87 20 190.75 304.82 -1262.06 1566.88 424.70 -1986.31 2411.00 21 206.41 543.64 -889.00 1432.64 532.11 -1011.63 1543.74 Top flg.spl 214.50 910.16 -825.56 1735.71 786.07 -799.20 1585.27 Bot.flg.spl 214.50 910.16 -825.56 1735.71 786.07 -799.20 1585.27 22 222.08 1206.46 -771.12 1977.59 1036.80 -685.32 1722.12 23 237.75 1673.80 -674.11 2347.91 1593.78 -711.47 2305.25 24 253.42 1943.72 -569.45 2513.17 1932.32 -734.38 2666.69 25 269.09 2021.41 -480.40 2501.81 2049.65 -746.74 2796.40 26 284.76 1929.18 -574.31 2503.49 1944.16 -794.52 2738.67 27 300.43 1651.01 -679.93 2330.94 1619.57 -831.24 2450.80 28 316.10 1176.04 -778.93 1954.97 1085.70 -883.02 1968.72 Top flg.spl 318.96 1071.64 -799.26 1870.91 992.13 -926.69 1918.82 Bot.flg.spl 318.96 1071.64 -799.26 1870.91 992.13 -926.69 1918.82 29 331.76 538.65 -898.59 1437.24 589.18 -1251.11 1840.30 30 347.43 309.65 -1144.35 1453.99 475.19 -2271.76 2746.94 31 363.12 503.57 -911.98 1415.55 555.59 -1304.08 1859.67 32 378.80 1049.69 -781.69 1831.38 946.15 -914.21 1860.36 Top flg.spl 387.15 1297.84 -729.56 2027.40 1209.05 -878.15 2087.20 Bot.flg.spl 387.15 1297.84 -729.56 2027.40 1209.05 -878.15 2087.20 33 394.49 1476.20 -678.91 2155.11 1400.03 -850.13 2250.16 34 410.17 1733.52 -555.26 2288.78 1683.29 -801.67 2484.96 35 425.85 1790.38 -422.49 2212.86 1735.95 -729.99 2465.95 36 441.54 1696.98 -473.99 2170.96 1593.12 -696.82 2289.94 37 457.22 1441.49 -560.45 2001.94 1270.09 -670.11 1940.19 Top flg.spl 468.11 1160.49 -618.63 1779.12 928.85 -645.96 1574.81 Bot.flg.spl 468.11 1160.49 -618.63 1779.12 928.85 -645.96 1574.81 38 472.91 1016.96 -648.82 1665.78 795.48 -693.67 1489.15 39 488.59 462.54 -767.16 1229.70 430.99 -1099.03 1530.01 40 504.28 306.96 -1049.80 1356.76 362.40 -2038.78 2401.18 41 518.25 467.22 -891.26 1358.47 500.74 -1249.06 1749.80 42 532.23 962.68 -774.82 1737.50 907.99 -912.29 1820.28 Top flg.spl 533.04 988.59 -768.78 1757.37 931.94 -899.09 1831.03 Bot.flg.spl 533.04 988.59 -768.78 1757.37 931.94 -899.09 1831.03 43 546.20 1364.28 -682.18 2046.47 1324.40 -782.83 2107.24 44 560.18 1632.59 -589.50 2222.09 1584.25 -678.00 2262.25 45 574.15 1775.00 -499.06 2274.06 1706.87 -573.09 2279.96 46 588.13 1813.80 -401.14 2214.94 1706.46 -461.62 2168.08 47 602.10 1707.71 -299.92 2007.63 1557.38 -346.15 1903.52 48 616.08 1425.60 -198.69 1624.29 1248.19 -229.75 1477.93 49 630.05 918.72 -98.73 1017.45 748.91 -114.23 863.15 50 644.03 0.01 -0.01 0.01 0.01 -0.01 0.02 Range shown in this table not used for fatigue. Service Torque Girder 8 Service Torque - k-ft Tenth Location DL1 DL2 Max LL+I Min LL+I Range Point 0 0.00 0.00 -0.08 8.35 -8.06 16.40 1 7.97 0.00 -0.08 8.35 T -8.06 T 16.40 2 15.94 0.00 -0.08 8.37 T -8.09 T 16.46 3 23.91 0.00 0.02 5.05 T -4.47 T 9.52 4 31.88 0.00 0.02 5.03 T -4.46 T 9.49 5 39.85 0.00 0.03 2.83 T -2.50 T 5.33 6 47.82 0.00 0.03 2.84 T -2.53 T 5.37 7 55.79 0.00 0.04 6.17 T -6.64 T 12.81 TOP FLG.SPL 59.05 0.03 0.05 6.56 -7.13 13.69 BOT.FLG.SPL 59.05 0.03 0.05 6.56 -7.13 13.69 8 63.76 0.00 0.04 6.13 L -6.62 T 12.75 9 71.73 0.00 0.02 9.63 L -9.52 L 19.15 10 79.70 0.00 0.02 9.63 L -9.50 L 19.13 11 90.80 0.00 -0.01 10.64 L -10.29 L 20.93 12 101.91 0.00 -0.04 9.71 T -9.07 T 18.78 TOP FLG.SPL 104.04 0.01 -0.03 9.28 -8.59 17.87 BOT.FLG.SPL 104.04 0.01 -0.03 9.28 -8.59 17.87 13 113.01 0.00 0.00 6.61 T -5.72 L 12.34 14 124.12 0.00 0.00 6.61 T -5.72 L 12.34 15 135.22 0.00 0.04 3.65 T -3.86 L 7.51 16 146.33 0.00 0.06 5.58 T -6.12 L 11.71 TOP FLG.SPL 151.63 0.01 0.06 5.82 -6.40 12.23 BOT.FLG.SPL 151.63 0.01 0.06 5.82 -6.40 12.23 17 157.43 0.00 0.06 5.58 T -6.12 L 11.71 18 168.54 0.00 0.04 9.38 T -9.67 L 19.05 19 179.64 -0.15 -0.04 11.19 L -11.63 L 22.83 20 190.75 -0.21 -0.11 11.19 L -11.63 L 22.83 21 206.41 -0.21 -0.11 11.54 T -11.79 L 23.34 TOP FLG.SPL 214.50 -0.31 -0.13 11.24 -11.35 22.59 BOT.FLG.SPL 214.50 -0.31 -0.13 11.24 -11.35 22.59 22 222.08 -0.35 -0.14 10.58 T -10.58 T 21.16 23 237.75 -0.27 -0.12 8.04 T -7.92 L 15.97 24 253.42 -0.13 -0.07 5.27 T -5.10 L 10.37 25 269.09 0.00 0.00 3.71 L -3.51 L 7.22 26 284.76 0.21 0.08 4.98 L -4.78 L 9.75 27 300.43 0.29 0.12 7.99 T -7.98 L 15.97 28 316.10 0.31 0.14 10.55 T -10.71 L 21.26 TOP FLG.SPL 318.96 0.30 0.14 10.84 -11.03 21.88 BOT.FLG.SPL 318.96 0.30 0.14 10.84 -11.03 21.88 29 331.76 0.13 0.11 11.52 L -11.77 L 23.29 30 347.43 0.13 0.11 11.52 L -11.77 L 23.29 31 363.12 -0.06 -0.04 11.58 L -12.36 L 23.94 32 378.80 -0.18 -0.10 9.64 T -10.36 L 20.00 TOP FLG.SPL 387.15 -0.21 -0.10 8.47 -9.66 18.13 BOT.FLG.SPL 387.15 -0.21 -0.10 8.47 -9.66 18.13 33 394.49 -0.22 -0.10 7.42 T -8.74 L 16.16 34 410.17 -0.25 -0.11 5.13 T -5.77 L 10.90 35 425.85 -0.25 -0.11 5.02 T -4.93 L 9.95 36 441.54 -0.12 -0.05 6.77 T -5.45 L 12.23 37 457.22 0.17 0.08 8.39 T -7.11 L 15.51 TOP FLG.SPL 468.11 0.17 0.09 8.87 -7.86 16.73 BOT.FLG.SPL 468.11 0.17 0.09 8.87 -7.86 16.73 38 472.91 0.18 0.10 9.16 T -8.25 L 17.41 39 488.59 0.25 0.13 10.42 T -9.81 L 20.24 40 504.28 0.31 0.15 9.38 L -9.00 L 18.39 41 518.25 0.31 0.15 8.15 L -8.48 L 16.62 42 532.23 0.26 0.12 5.72 T -6.64 L 12.36 TOP FLG.SPL 533.04 0.26 0.12 5.58 -6.52 12.10 BOT.FLG.SPL 533.04 0.26 0.12 5.58 -6.52 12.10 43 546.20 0.23 0.08 3.42 T -4.34 L 7.76 44 560.18 0.05 0.02 1.90 T -2.67 L 4.58 45 574.15 0.05 0.02 1.90 T -2.67 L 4.58 46 588.13 -0.13 -0.04 2.58 T -2.76 L 5.34 47 602.10 -0.25 -0.09 4.69 T -4.13 L 8.82 48 616.08 -0.35 -0.14 6.68 T -5.78 L 12.46 49 630.05 -0.36 -0.13 7.89 T -6.62 L 14.51 50 644.03 -0.36 -0.13 7.89 -6.62 14.51 Combined Factored Moment Girder 8 Combined Factored Moment - k-ft Tenth Pt Loc Tot Dead+Max LL+I Tot Dead+Min LL+I Moment shifting reflected in this table. 0 0.00 0.62 -1.33 1 7.97 1119.29 211.48 2 15.94 1883.08 314.62 3 23.91 2378.44 330.20 4 31.88 2600.14 229.51 5 39.85 2548.26 26.69 6 47.82 2247.09 -300.83 7 55.79 1668.28 -778.03 8 63.76 821.37 -1416.38 9 71.73 -110.73 -2321.83 10 79.70 -973.16 -3806.52 11 90.80 78.23 -1628.97 12 101.91 1623.84 -596.37 13 113.01 2723.05 -79.03 14 124.12 3181.28 -75.61 15 135.22 3160.94 -422.03 16 146.33 2632.34 -1042.70 17 157.43 1506.28 -1970.98 18 168.54 4.89 -3464.28 19 179.64 -1755.15 -5675.69 20 190.75 -3498.81 -8733.10 21 206.41 -194.29 -3698.93 22 222.08 3414.78 -950.22 23 237.75 6053.04 750.53 24 253.42 7613.51 1579.84 25 269.09 8062.86 1766.75 26 284.76 7384.66 1214.34 27 300.43 5587.37 26.78 28 316.10 2730.88 -1852.29 29 331.76 -1027.89 -5093.86 30 347.43 -4486.74 -10450.36 31 363.12 -1323.88 -5395.15 32 378.80 2054.82 -2315.16 33 394.49 4546.49 -636.74 34 410.17 6056.32 394.34 35 425.85 6380.96 759.85 36 441.54 5717.46 423.52 37 457.22 4097.25 -519.88 38 472.91 1553.10 -2167.09 39 488.59 -1811.69 -5260.41 40 504.28 -4932.85 -10145.81 41 518.25 -1720.63 -5568.61 42 532.23 1742.49 -2477.27 43 546.20 4472.58 -341.30 44 560.18 6366.19 1227.35 45 574.15 7470.36 2279.04 46 588.13 7843.64 2844.60 47 602.10 7387.72 2894.26 48 616.08 6029.03 2427.15 49 630.05 3698.27 1454.56 50 644.03 0.02 -0.02 Contraflexure Points Contraflexure Points Service Noncomposite Dead 60.08 ft 98.67 ft 150.48 ft 216.20 ft 316.65 ft 381.76 ft 467.00 ft 535.64 ft Top flange tension for region between contraflexure pts. 60.08 - 98.67 150.48 - 216.20 316.65 - 381.76 467.00 - 535.64 Bottom flange tension for region between contraflexure pts. Service Tot Dead+Max LL+I 67.74 ft 92.53 ft 163.90 ft 210.02 ft 324.22 ft 372.38 ft 476.88 ft 528.01 ft Top flange tension for region between contraflexure pts. 67.74 - 92.53 163.90 - 210.02 324.22 - 372.38 476.88 - 528.01 Bottom flange tension for region between contraflexure pts. Service Tot Dead+Min LL+I 48.95 ft 107.18 ft 135.41 ft 224.14 ft 307.56 ft 393.26 ft 457.98 ft 543.56 ft Top flange tension for region between contraflexure pts. 48.95 - 107.18 135.41 - 224.14 307.56 - 393.26 457.98 - 543.56 Bottom flange tension for region between contraflexure pts. Factored Tot Dead+Max LL+I 69.11 ft 90.80 ft 168.54 ft 208.78 ft 325.65 ft 370.97 ft 478.64 ft 526.53 ft Top flange tension for region between contraflexure pts. 69.11 - 90.80 168.54 - 208.78 325.65 - 370.97 478.64 - 526.53 Bottom flange tension for region between contraflexure pts. Factored Tot Dead+Min LL+I 45.56 ft 226.42 ft 304.75 ft 397.08 ft 454.90 ft 546.20 ft Top flange tension for region between contraflexure pts. 45.56 - 226.42 304.75 - 397.08 454.90 - 546.20 Bottom flange tension for region between contraflexure pts. Factored Composite Dead 60.76 ft 99.83 ft 153.51 ft 216.75 ft 315.73 ft 380.47 ft 468.22 ft 535.46 ft Top flange tension for region between contraflexure pts. 60.76 - 99.83 153.51 - 216.75 315.73 - 380.47 468.22 - 535.46 Bottom flange tension for region between contraflexure pts. Total Dead + 1.67 Min LL+I - 10.57 Overload 40.63 ft 229.63 ft 300.70 ft 402.91 ft 450.03 ft 548.85 ft Top flange tension for region between contraflexure pts. 40.63 - 229.63 300.70 - 402.91 450.03 - 548.85 Bottom flange tension for region between contraflexure pts. Factored DC1+DC2 60.15 ft 98.79 ft 150.77 ft 216.24 ft 316.58 ft 381.64 ft 467.12 ft 535.62 ft Top flange tension for region between contraflexure pts. 60.15 - 98.79 150.77 - 216.24 316.58 - 381.64 467.12 - 535.62 Bottom flange tension for region between contraflexure pts. Dimensions Girder 8 Dimensions Tenth -Top Flange- ----Web---- -Bot Flange- Area Point Loc tfw tft wd wt bfw bft weld weld 0 0.00 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 1 7.97 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 2 15.94 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 3 23.91 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 4 31.88 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 5 39.85 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 6 47.82 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 7 55.79 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 SpL 59.05 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 SpR 59.05 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 8 63.76 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 9 71.73 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 10 79.70 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 11 90.80 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 12 101.91 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 SpL 104.04 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 SpR 104.04 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.496 96.20 13 113.01 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.496 96.20 14 124.12 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.496 96.20 15 135.22 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.496 96.20 16 146.33 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.496 96.20 SpL 151.63 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.496 96.20 SpR 151.63 24.02 2.047 5/16 48.03 0.625 5/16 24.02 2.047 128.35 17 157.43 24.02 2.047 5/16 48.03 0.625 5/16 24.02 2.047 128.35 18 168.54 24.02 2.047 5/16 56.87 0.625 5/16 24.02 2.047 133.88 19 179.64 24.02 2.047 5/16 67.36 0.625 5/16 24.02 2.047 140.43 20 190.75 24.02 2.047 5/16 70.00 0.625 5/16 24.02 2.047 142.08 21 206.41 24.02 2.047 5/16 70.00 0.625 5/16 24.02 2.047 142.08 SpL 214.50 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.047 150.83 SpR 214.50 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 22 222.08 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 23 237.75 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 24 253.42 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 25 269.09 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 26 284.76 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 27 300.43 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 28 316.10 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 SpL 318.96 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 SpR 318.96 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 29 331.76 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 30 347.43 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 31 363.12 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 32 378.80 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpL 387.15 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpR 387.15 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 33 394.49 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 34 410.17 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 35 425.85 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 36 441.54 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 37 457.22 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 SpL 468.11 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 SpR 468.11 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 38 472.91 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 39 488.59 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 40 504.28 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 41 518.25 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 42 532.23 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpL 533.04 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpR 533.04 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 43 546.20 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 44 560.18 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 45 574.15 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 46 588.13 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 47 602.10 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 48 616.08 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 49 630.05 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 50 644.03 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 Theoretical Flange Splice Locations Tenth Pt Range Location 7 - 8 a 12 - 13 a 16 - 17 a 21 - 22 a 28 - 29 a 32 - 33 a 37 - 38 a 42 - 43 a a. Splice not required in this range. Stiffener Spacing Panel Panel Uniform Start End in Panel 0.00 16.13 ft 1 @ 193.50 in 16.13 32.07 ft 1 @ 191.34 in 32.07 47.96 ft 1 @ 190.67 in 47.96 63.83 ft 1 @ 190.47 in 63.83 79.70 ft 1 @ 190.39 in 79.70 95.56 ft 1 @ 190.39 in 95.56 127.29 ft 2 @ 190.35 in 127.29 143.16 ft 1 @ 190.39 in 143.16 159.02 ft 1 @ 190.31 in 159.02 174.88 ft 1 @ 190.35 in 174.88 190.75 ft 1 @ 190.40 in 190.75 208.16 ft 1 @ 208.97 in 208.16 295.20 ft 5 @ 208.90 in 295.20 330.02 ft 2 @ 208.94 in 330.02 347.43 ft 1 @ 208.92 in 347.43 363.10 ft 1 @ 188.05 in 363.10 394.44 ft 2 @ 188.03 in 394.44 410.11 ft 1 @ 188.07 in 410.11 425.78 ft 1 @ 188.03 in 425.78 441.45 ft 1 @ 187.99 in 441.45 457.12 ft 1 @ 188.07 in 457.12 472.79 ft 1 @ 188.03 in 472.79 488.49 ft 1 @ 188.39 in 488.49 504.28 ft 1 @ 189.42 in 504.28 521.74 ft 1 @ 209.56 in 521.74 626.56 ft 6 @ 209.65 in 626.56 644.03 ft 1 @ 209.58 in Bearing Stiffeners Location Width Thickness 0.00 10.75 1.125 79.70 10.75 1.125 190.75 10.75 1.125 347.43 10.75 1.125 504.28 10.75 1.125 644.03 10.75 1.125 Transverse Stiffeners Web Section Width Thickness 1 7.00 0.406 2 7.00 0.406 Elastic Section Properties for Stiffness Analysis Girder 8 Elastic Section Properties for Stiffness Analysis ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 35354. 25.04 25.04 78267. 40.86 9.22 56046. 32.69 17.39 1 35354. 25.04 25.04 79874. 41.45 8.63 57183. 33.11 16.97 2 35354. 25.04 25.04 81382. 42.00 8.08 58283. 33.51 16.57 3 35354. 25.04 25.04 82811. 42.52 7.56 59359. 33.91 16.17 4 35354. 25.04 25.04 84146. 43.01 7.07 60393. 34.29 15.79 5 35354. 25.04 25.04 85416. 43.47 6.61 61405. 34.66 15.41 6 35354. 25.04 25.04 86318. 43.80 6.28 62141. 34.94 15.14 7 35354. 25.04 25.04 86318. 43.80 6.28 62141. 34.94 15.14 8 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 9 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 10 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 11 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 12 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 13 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 14 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 15 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 16 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 17 67457. 26.06 26.06 131955. 40.74 11.39 97587. 32.94 19.19 18 94953. 30.48 30.48 178671. 46.67 14.29 133711. 37.99 22.97 19 134393. 35.73 35.73 244570. 53.63 17.83 184880. 43.94 27.52 20 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 21 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 22 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 23 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 24 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 25 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 26 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 27 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 28 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 29 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 30 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 31 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 32 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 33 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 34 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 35 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 36 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 37 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 38 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 39 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 40 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 41 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 42 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 43 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 44 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 45 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 46 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 47 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 48 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 49 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 50 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 Elastic Section Properties for Pos Mom Stress Girder 8 Elastic Section Properties for Pos Mom Stress ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 35354. 25.04 25.04 78267. 40.86 9.22 56046. 32.69 17.39 1 35354. 25.04 25.04 79874. 41.45 8.63 57183. 33.11 16.97 2 35354. 25.04 25.04 81382. 42.00 8.08 58283. 33.51 16.57 3 35354. 25.04 25.04 82811. 42.52 7.56 59359. 33.91 16.17 4 35354. 25.04 25.04 84146. 43.01 7.07 60393. 34.29 15.79 5 35354. 25.04 25.04 85416. 43.47 6.61 61405. 34.66 15.41 6 35354. 25.04 25.04 86318. 43.80 6.28 62141. 34.94 15.14 7 35354. 25.04 25.04 86318. 43.80 6.28 62141. 34.94 15.14 8 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 9 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 10 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 11 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 12 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 13 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 14 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 15 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 16 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 17 67457. 26.06 26.06 131955. 40.74 11.39 97587. 32.94 19.19 18 94953. 30.48 30.48 178671. 46.67 14.29 133711. 37.99 22.97 19 134393. 35.73 35.73 244570. 53.63 17.83 184880. 43.94 27.52 20 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 21 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 22 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 23 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 24 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 25 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 26 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 27 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 28 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 29 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 30 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 31 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 32 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 33 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 34 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 35 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 36 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 37 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 38 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 39 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 40 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 41 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 42 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 43 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 44 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 45 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 46 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 47 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 48 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 49 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 50 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 Elastic Section Properties for Neg Mom Stress Girder 8 Elastic Section Properties for Neg Mom Stress ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 1 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 2 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 3 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 4 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 5 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 6 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 7 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 8 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 9 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 10 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 11 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 12 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 13 45977. 24.01 26.77 55329. 26.72 24.07 55329. 26.72 24.07 14 45977. 24.01 26.77 55329. 26.72 24.07 55329. 26.72 24.07 15 45977. 24.01 26.77 55329. 26.72 24.07 55329. 26.72 24.07 16 45977. 24.01 26.77 55329. 26.72 24.07 55329. 26.72 24.07 17 67457. 26.06 26.06 76211. 28.04 24.08 76211. 28.04 24.08 18 94953. 30.48 30.48 106122. 32.63 28.34 106122. 32.63 28.34 19 134393. 35.73 35.73 148816. 38.06 33.40 148816. 38.06 33.40 20 145505. 37.05 37.05 160812. 39.42 34.68 160812. 39.42 34.68 21 145505. 37.05 37.05 160812. 39.42 34.68 160812. 39.42 34.68 22 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 23 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 24 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 25 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 26 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 27 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 28 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 29 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 30 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 31 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 32 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 33 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 34 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 35 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 36 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 37 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 38 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 39 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 40 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 41 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 42 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 43 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 44 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 45 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 46 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 47 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 48 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 49 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 50 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 Service Moment - Steel and Concrete Tenth Pt Location Steel Concrete 0 0.00 0. 0. 1 7.97 61. 186. 2 15.94 105. 316. 3 23.91 132. 398. 4 31.88 142. 419. 5 39.85 133. 384. 6 47.82 106. 282. 7 55.79 55. 106. 8 63.76 -13. -147. 9 71.73 -107. -473. 10 79.70 -222. -882. 11 90.80 -74. -310. 12 101.91 28. 100. 13 113.01 85. 348. 14 124.12 95. 440. 15 135.22 58. 384. 16 146.33 -23. 181. 17 157.43 -155. -169. 18 168.54 -348. -674. 19 179.64 -608. -1337. 20 190.75 -939. -2164. 21 206.41 -267. -774. 22 222.08 253. 281. 23 237.75 602. 1016. 24 253.42 799. 1437. 25 269.09 840. 1547. 26 284.76 726. 1347. 27 300.43 458. 836. 28 316.10 36. 17. 29 331.76 -544. -1118. 30 347.43 -1281. -2589. 31 363.12 -621. -1181. 32 378.80 -119. -122. 33 394.49 232. 603. 34 410.17 445. 1037. 35 425.85 501. 1128. 36 441.54 420. 924. 37 457.22 206. 438. 38 472.91 -139. -331. 39 488.59 -617. -1400. 40 504.28 -1227. -2778. 41 518.25 -613. -1387. 42 532.23 -103. -246. 43 546.20 300. 649. 44 560.18 592. 1295. 45 574.15 772. 1691. 46 588.13 839. 1850. 47 602.10 793. 1756. 48 616.08 634. 1411. 49 630.05 368. 822. 50 644.03 0. 0. Service Torque - Steel and Concrete Tenth Pt Location Steel Concrete 0 0.00 -0.01 -0.03 1 7.97 -0.01 -0.03 2 15.94 -0.01 -0.03 3 23.91 0.00 0.00 4 31.88 0.00 0.00 5 39.85 0.00 0.01 6 47.82 0.00 0.01 7 55.79 0.01 0.02 8 63.76 0.01 0.02 9 71.73 0.01 0.01 10 79.70 0.02 0.02 11 90.80 0.02 0.02 12 101.91 0.01 0.00 13 113.01 0.01 0.00 14 124.12 0.01 0.00 15 135.22 0.01 0.01 16 146.33 -0.01 0.02 17 157.43 -0.01 0.02 18 168.54 -0.05 0.01 19 179.64 -0.10 -0.05 20 190.75 -0.13 -0.08 21 206.41 -0.13 -0.08 22 222.08 -0.22 -0.13 23 237.75 -0.17 -0.10 24 253.42 -0.09 -0.04 25 269.09 0.01 0.02 26 284.76 0.11 0.10 27 300.43 0.18 0.12 28 316.10 0.21 0.10 29 331.76 0.09 0.04 30 347.43 0.16 -0.03 31 363.12 0.01 -0.07 32 378.80 -0.03 -0.16 33 394.49 -0.06 -0.16 34 410.17 -0.08 -0.17 35 425.85 -0.08 -0.17 36 441.54 -0.05 -0.06 37 457.22 0.02 0.15 38 472.91 0.03 0.15 39 488.59 0.06 0.19 40 504.28 0.09 0.23 41 518.25 0.09 0.23 42 532.23 0.08 0.19 43 546.20 0.07 0.16 44 560.18 0.02 0.03 45 574.15 0.02 0.03 46 588.13 -0.04 -0.09 47 602.10 -0.07 -0.17 48 616.08 -0.10 -0.25 49 630.05 -0.10 -0.25 50 644.03 -0.10 -0.25 Plastic Section Properties Girder 8 Plastic Section Properties Tenth C C a C' Ybar Dp D' Pos Mom Neg Mom Point (10- (10- (10- (10- (10-127 Mu Mu 123) 124) 125) 126) 10-128) (k-ft) (k-ft) 0 noncmpct noncmpct 1 2263 3962 8.07 849.4 0.71 13.66 5.88 8501.20* noncmpct 2 2415 3962 8.07 773.5 0.64 13.60 5.88 8987.68* noncmpct 3 2568 3962 8.07 697.0 0.58 13.53 5.88 9089.56* noncmpct 4 2720 3962 8.07 621.1 0.52 13.47 5.88 9189.69* noncmpct 5 2873 3962 8.07 544.6 0.45 13.41 5.88 9289.78* noncmpct 6 2987 3962 8.07 487.5 0.41 13.36 5.88 9363.96* noncmpct 7 2987 3962 8.07 487.5 0.41 13.36 5.88 9363.96* noncmpct 8 noncmpct noncmpct 9 noncmpct noncmpct 10 noncmpct noncmpct 39 noncmpct noncmpct 40 noncmpct noncmpct 41 noncmpct noncmpct 42 noncmpct noncmpct 43 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 43 46.64 19790.94* 44 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 44 46.64 19790.94* 45 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 45 46.64 19790.94* 46 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 46 46.64 19790.94* 47 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 47 46.64 19790.94* 48 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 48 46.64 19790.94* 49 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 49 46.64 19790.94* 50 13.08 noncmpct 19790.94* * Plastic modulus Z is Mp/Fy Elastic Noncomposite Section Properties at Web Splices Girder 8 Elastic Noncomposite Section Properties at Web Splices Splice Web Top Flg Bott Flg Area I na na Location wd wt tfw tft bfw bft (in2) (in4) from from Bott Top 213.85L 70.00 0.625 24.02 2.05 24.02 2.05 142.1 145505. 37.05 37.05 213.85R 70.00 0.750 24.02 2.05 24.02 2.05 150.8 149078. 37.05 37.05 Service Load Effects at Web Splices Girder 8 Summary of Service Load Effects at Web Splice Locations Splice Location 213.85 Dead Load Noncomp Shr Comp Shr Noncomp Mom Comp Mom 103.3 11.7 -232.9 -26.6 Live Load + Imp - Truck Max Shr Range Max Mom Min Mom 79.7 92.4 910.2 -825.6 Live Load + Imp - Lane Max Shr Range Max Mom Min Mom 65.2 90.7 786.1 -799.2 Concurrent moment for max shear of 79.7 = 687.7 Concurrent shear for max moment of 910.2 = 93.8 Concurrent shear for min moment of -825.6 = 16.0 Parabolic interpolation used in this table. Shear Strength at Web Splices Girder 8 Shear Strength at Web Splices Splice Web Web t Web t Stiff Factored Shear Perf Shear Perf Location Depth Left Right Spcng Shear Strngth Ratio Strngth Ratio of of at Spl Left of Right of Spl Spl Splice Splice ft in in in in k k k 213.85 70.00 0.625 0.750 208.90 332.27 445.84 0.745 770.42 0.431 Service Torque at Web Splices From Curvature Service Torque at Web Splices from Curvature -k-ft Splice Dead Live Location 213.85 -0.44 -11.35 Top Flange Factored Bending Stress - Group I Loading Girder 8 Grp I Factored Bending Stresses - ksi Tenth Loc ------------------ Top Flange ------------------- Point Noncomp Comp Max Min LL+I Tot Allow Ratio Dead Dead LL+I LL+I Rng 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.000 1 7.97 -2.7 -0.2 -1.0 0.9 1.9 -3.9 50.0 0.077 2 15.94 -4.7 -0.3 -1.5 1.9 3.4 -6.4 50.0 0.128 3 23.91 -5.9 -0.3 -1.7 2.8 4.5 -7.9 50.0 0.158 4 31.88 -6.2 -0.3 -1.8 3.6 5.4 -8.3 50.0 0.166 5 39.85 -5.7 -0.3 -1.7 4.4 6.1 -7.6 50.0 0.153 6 47.82 -4.3 -0.2 -1.5 5.3 6.7 -6.0 50.0 0.119 7 55.79 -1.8 -0.1 -1.2 6.1 7.4 4.3 50.0 0.085 Top Flg.Spl. -0.5 0.0 -1.1 6.5 7.6 6.0 50.0 0.121 Top Flg.Spl. -0.4 0.0 -1.2 5.7 7.0 5.3 50.0 0.107 8 63.76 1.5 0.1 -1.0 6.3 7.3 7.9 50.0 0.158 9 71.73 5.4 0.5 -0.7 7.8 8.5 13.7 50.0 0.273 10 79.70 10.2 0.9 -0.6 11.6 12.2 22.8 50.0 0.455 11 90.80 3.6 0.3 -0.6 5.6 6.2 9.5 50.0 0.191 12 101.91 -1.2 0.0 -1.4 4.1 5.5 2.9 50.0 0.058 Top Flg.Spl. -1.9 -0.1 -1.5 3.9 5.4 -3.4 50.0 0.069 Top Flg.Spl. -1.8 -0.1 -1.6 3.9 5.5 -3.5 50.0 0.070 13 113.01 -3.9 -0.2 -2.1 3.7 5.8 -6.2 50.0 0.124 14 124.12 -4.9 -0.2 -2.4 4.4 6.8 -7.5 50.0 0.149 15 135.22 -4.0 -0.2 -2.5 5.6 8.1 -6.7 50.0 0.134 16 146.33 -1.4 -0.1 -2.4 6.7 9.1 5.2 50.0 0.103 Top Flg.Spl. 0.4 0.0 -2.2 7.3 9.5 7.7 50.0 0.154 Top Flg.Spl. 0.3 0.0 -2.3 5.3 7.6 5.6 50.0 0.111 17 157.43 2.0 0.1 -2.0 5.8 7.8 7.8 50.0 0.156 18 168.54 5.1 0.4 -1.4 6.5 7.9 12.0 50.0 0.239 19 179.64 8.1 0.6 -0.9 7.8 8.7 16.5 50.0 0.331 20 190.75 12.3 1.0 -0.8 11.2 11.9 24.5 50.0 0.489 21 206.41 4.1 0.3 -1.1 5.7 6.8 10.2 50.0 0.204 Top Flg.Spl. 0.6 0.1 -1.8 4.8 6.6 5.6 50.0 0.111 Top Flg.Spl. 0.6 0.1 -1.8 4.7 6.4 5.4 50.0 0.107 22 222.08 -2.0 -0.1 -2.3 4.2 6.5 -4.4 50.0 0.088 23 237.75 -6.0 -0.3 -3.3 3.8 7.1 -9.6 50.0 0.192 24 253.42 -8.4 -0.4 -3.8 3.9 7.8 -12.6 50.0 0.253 25 269.09 -8.9 -0.5 -4.0 4.0 8.0 -13.4 50.0 0.269 26 284.76 -7.7 -0.4 -3.8 4.2 8.1 -12.0 50.0 0.240 27 300.43 -4.8 -0.3 -3.3 4.4 7.7 -8.3 50.0 0.167 28 316.10 -0.2 0.0 -2.3 4.7 7.0 4.5 50.0 0.090 Top Flg.Spl. 0.8 0.1 -2.1 4.9 7.1 5.9 50.0 0.118 Top Flg.Spl. 0.9 0.1 -2.1 5.4 7.5 6.5 50.0 0.129 29 331.76 6.9 0.6 -1.2 7.3 8.5 14.8 50.0 0.295 30 347.43 16.1 1.3 -0.9 13.3 14.2 30.6 50.0 0.612 31 363.12 7.5 0.6 -1.1 7.6 8.7 15.7 50.0 0.314 32 378.80 1.0 0.0 -2.1 5.3 7.4 6.4 50.0 0.128 Top Flg.Spl. -1.6 -0.1 -2.6 5.1 7.7 -4.3 50.0 0.086 Top Flg.Spl. -1.8 -0.1 -2.7 5.7 8.4 -4.6 50.0 0.092 33 394.49 -3.9 -0.2 -3.0 5.5 8.5 -7.2 50.0 0.144 34 410.17 -7.0 -0.4 -3.6 5.2 8.8 -10.9 50.0 0.218 35 425.85 -7.7 -0.4 -3.7 4.7 8.4 -11.8 50.0 0.235 36 441.54 -6.3 -0.4 -3.4 4.5 7.9 -10.1 50.0 0.202 37 457.22 -3.0 -0.2 -2.9 4.3 7.2 -6.1 50.0 0.122 Top Flg.Spl. 0.4 0.0 -2.3 4.2 6.5 4.6 50.0 0.091 Top Flg.Spl. 0.3 0.0 -2.2 3.8 6.0 4.1 50.0 0.082 38 472.91 2.0 0.1 -1.9 4.1 6.0 6.1 50.0 0.123 39 488.59 8.4 0.7 -0.9 6.4 7.3 15.5 50.0 0.309 40 504.28 16.6 1.4 -0.7 11.9 12.6 29.9 50.0 0.598 41 518.25 8.3 0.7 -1.0 7.3 8.3 16.3 50.0 0.325 42 532.23 1.4 0.1 -2.0 5.3 7.3 6.9 50.0 0.138 Top Flg.Spl. 1.1 0.1 -2.0 5.3 7.3 6.4 50.0 0.129 Top Flg.Spl. 1.2 0.1 -2.1 5.8 7.9 7.2 50.0 0.124 43 546.20 -4.5 -0.2 -2.8 5.1 7.9 -7.5 50.0 0.150 44 560.18 -8.9 -0.5 -3.3 4.4 7.7 -12.7 50.0 0.253 45 574.15 -11.6 -0.6 -3.6 3.7 7.3 -15.8 50.0 0.315 46 588.13 -12.6 -0.7 -3.6 3.0 6.6 -16.9 50.0 0.330 47 602.10 -12.0 -0.6 -3.4 2.2 5.6 -16.0 50.0 0.311 48 616.08 -9.6 -0.5 -2.8 1.5 4.3 -12.9 50.0 0.254 49 630.05 -5.6 -0.3 -1.8 0.7 2.6 -7.7 50.0 0.154 50 644.03 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.000 Governing expression for allowable compression stress Tenth Pt Expression 1 compact 2 compact 3 compact 4 compact 5 compact 6 compact 7 compact 12 (5-8) 13 (5-8) 14 (5-8) 15 (5-8) 16 compact 22 compact 23 compact 24 compact 25 compact 26 compact 27 compact 28 compact 33 compact 34 compact 35 compact 36 compact 37 compact 43 compact 44 compact 45 compact 46 compact 47 compact 48 compact 49 compact Perf. ratio for compact section is (factored mom/mom strength) if this is less than (total stress/allowable stress). Grp I Top Flange Factored Lateral Bending Stress Tenth Noncomp Dead Comp Dead Max LL+I Min LL+I Pt Lat Mom fw Lat Mom fw Lat Mom fw Lat Mom fw k-ft ksi k-ft ksi k-ft ksi k-ft ksi 0 0.00 0.00 composite 1 0.00 0.00 composite 2 0.00 0.00 composite 3 0.00 0.00 composite 4 0.00 0.00 composite 5 0.00 0.00 composite 6 0.00 0.00 composite 7 0.00 0.00 composite Top.Flg.Spl -1.04 0.09 composite Top.Flg.Spl -1.05 0.07 composite 8 0.00 0.00 composite 9 0.00 0.00 composite 10 0.00 0.00 composite 11 -2.29 0.23 composite 12 -1.11 0.11 composite Top.Flg.Spl -1.11 0.11 composite Top.Flg.Spl -1.11 0.11 composite 13 1.44 0.14 composite 14 0.37 0.04 composite 15 -1.64 0.16 composite 16 -0.15 0.01 composite Top.Flg.Spl -1.34 0.13 composite Top.Flg.Spl -1.32 0.08 composite 17 1.68 0.10 composite 18 -2.54 0.15 composite 19 -4.00 0.24 composite 20 19.58 1.19 composite 21 0.96 0.06 composite Top.Flg.Spl -2.16 0.13 composite Top.Flg.Spl -2.15 0.13 composite 22 0.19 0.01 composite 23 -1.56 0.10 composite 24 -6.23 0.38 composite 25 -7.95 0.48 composite 26 -5.63 0.34 composite 27 -0.79 0.05 composite 28 -1.26 0.00 composite Top.Flg.Spl -2.98 0.18 composite Top.Flg.Spl -3.00 0.20 composite 29 2.69 0.18 composite 30 24.18 1.60 composite 31 10.07 0.67 composite 32 1.34 0.09 composite Top.Flg.Spl -1.43 0.09 composite Top.Flg.Spl -1.43 0.12 composite 33 4.57 0.38 composite 34 8.11 0.68 composite 35 8.88 0.74 composite 36 7.31 0.61 composite 37 3.51 0.29 composite Top.Flg.Spl -0.92 0.08 composite Top.Flg.Spl -0.92 0.06 composite 38 2.41 0.16 composite 39 0.00 0.00 composite 40 0.00 0.00 composite 41 0.00 0.00 composite 42 0.00 0.00 composite Top.Flg.Spl -3.74 0.25 composite Top.Flg.Spl -3.73 0.00 composite 43 0.00 0.00 composite 44 0.00 0.00 composite 45 0.00 0.00 composite 46 0.00 0.00 composite 47 0.00 0.00 composite 48 0.00 0.00 composite 49 0.00 0.00 composite 50 0.00 0.00 composite Dabrowski sign convention: +fw/fb ratio used for allowable stress. (See 2003 Guide spec. commentary C5.1) First of two splice entries is to left of splice, second is to right of splice. Bottom Flange Factored Bending Stress - Group I Loading Girder 8 Grp I Factored Bending Stresses - ksi Tenth Loc ----------------- Bottom Flange ----------------- Point Noncomp Comp Max Min LL+I Wind Tot Allow Ratio Dead Dead LM+I LL+I Rng 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 48.3 0.000 1 7.97 2.7 0.3 4.7 -1.2 5.9 0.0 7.7 50.0 0.132 2 15.94 4.7 0.6 7.8 -2.4 10.2 0.0 13.0 50.0 0.210 3 23.91 5.9 0.7 9.8 -3.5 13.3 0.0 16.3 50.0 0.262 4 31.88 6.2 0.7 10.8 -4.7 15.5 0.0 17.7 50.0 0.283 5 39.85 5.7 0.6 10.9 -5.7 16.6 0.0 17.2 50.0 0.274 6 47.82 4.3 0.5 10.2 -6.7 16.9 0.0 14.9 50.0 0.240 7 55.79 1.8 0.2 8.7 -7.9 16.5 0.0 10.7 50.0 0.178 Bot.Flg.Spl. 0.5 0.1 7.9 -8.4 16.2 0.0 8.4 50.0 0.163 Bot.Flg.Spl. 0.4 0.1 6.8 -7.1 14.0 0.0 7.3 50.0 0.145 8 63.76 -1.5 -0.1 5.6 -7.8 13.4 0.0 -9.4 48.4 0.195 9 71.73 -5.4 -0.6 3.9 -9.7 13.6 0.0 -15.7 48.4 0.324 10 79.70 -10.2 -1.1 3.4 -14.5 17.8 0.0 -25.8 48.4 0.534 11 90.80 -3.6 -0.4 3.4 -7.0 10.4 0.0 -11.0 42.6 0.258 12 101.91 1.2 0.1 7.7 -5.1 12.8 0.0 8.9 49.9 0.179 Bot.Flg.Spl. 1.9 0.1 8.4 -4.9 13.3 0.0 10.4 49.9 0.208 Bot.Flg.Spl. 1.7 0.1 7.4 -4.3 11.7 0.0 9.2 49.9 0.184 13 113.01 3.5 0.3 9.8 -4.1 13.9 0.0 13.7 49.9 0.274 14 124.12 4.4 0.4 11.3 -4.9 16.2 0.0 16.0 50.0 0.320 15 135.22 3.6 0.4 11.8 -6.2 18.0 0.0 15.7 49.8 0.316 16 146.33 1.3 0.2 11.2 -7.4 18.6 0.0 12.7 50.0 0.253 Bot.Flg.Spl. -0.4 0.1 10.4 -8.1 18.5 0.0 -8.4 41.4 0.204 Bot.Flg.Spl. -0.3 0.0 8.2 -6.2 14.4 0.0 -6.4 48.4 0.132 17 157.43 -2.0 -0.1 7.2 -6.7 14.0 0.0 -8.8 48.4 0.182 18 168.54 -5.1 -0.4 4.6 -7.5 12.0 0.0 -13.0 42.9 0.304 19 179.64 -8.1 -0.7 2.7 -9.0 11.6 0.0 -17.8 42.8 0.416 20 190.75 -12.3 -1.1 2.3 -12.7 15.0 0.0 -26.1 40.6 0.643 21 206.41 -4.1 -0.4 3.3 -6.5 9.8 0.0 -11.0 48.1 0.230 Bot.Flg.Spl. -0.6 -0.1 5.0 -5.5 10.4 0.0 -6.2 48.1 0.129 Bot.Flg.Spl. -0.5 -0.1 4.0 -4.4 8.4 0.0 -5.0 47.6 0.104 22 222.08 1.7 0.1 5.2 -3.9 9.1 0.0 7.0 50.0 0.140 23 237.75 5.0 0.4 7.4 -3.6 10.9 0.0 12.8 50.0 0.256 24 253.42 6.9 0.6 8.7 -3.7 12.4 0.0 16.2 49.8 0.326 25 269.09 7.4 0.6 9.2 -3.7 12.9 0.0 17.2 49.7 0.346 26 284.76 6.4 0.5 8.7 -4.0 12.7 0.0 15.7 49.8 0.315 27 300.43 4.0 0.3 7.4 -4.2 11.5 0.0 11.7 50.0 0.234 28 316.10 0.2 0.0 5.2 -4.4 9.6 0.0 5.4 50.0 0.108 Bot.Flg.Spl. -0.7 -0.1 4.8 -4.6 9.4 0.0 -5.4 47.6 0.114 Bot.Flg.Spl. -0.9 -0.1 6.3 -6.2 12.4 0.0 -7.2 48.1 0.150 29 331.76 -6.9 -0.7 3.5 -8.3 11.8 0.0 -15.9 48.1 0.330 30 347.43 -16.1 -1.5 2.7 -15.1 17.7 0.0 -32.6 48.1 0.679 31 363.12 -7.5 -0.7 3.2 -8.7 11.9 0.0 -16.8 48.4 0.347 32 378.80 -1.0 -0.1 6.1 -6.1 12.2 0.0 -7.1 48.4 0.147 Bot.Flg.Spl. 1.6 0.2 7.6 -5.8 13.4 0.0 9.4 49.9 0.188 Bot.Flg.Spl. 1.3 0.2 6.2 -4.8 11.0 0.0 7.7 49.9 0.153 33 394.49 2.9 0.3 7.0 -4.7 11.7 0.0 10.2 49.7 0.204 34 410.17 5.1 0.5 8.2 -4.4 12.6 0.0 13.8 49.7 0.279 35 425.85 5.6 0.5 8.5 -4.0 12.5 0.0 14.6 49.6 0.295 36 441.54 4.7 0.4 7.9 -3.8 11.8 0.0 13.0 49.7 0.262 37 457.22 2.2 0.2 6.6 -3.7 10.3 0.0 9.1 49.8 0.182 Bot.Flg.Spl. -0.3 0.0 5.3 -3.5 8.8 0.0 -3.8 48.1 0.080 Bot.Flg.Spl. -0.3 0.0 6.5 -4.3 10.8 0.0 -4.6 48.4 0.096 38 472.91 -2.0 -0.2 5.7 -4.6 10.3 0.0 -6.7 48.4 0.138 39 488.59 -8.4 -0.8 2.7 -7.3 10.0 0.0 -16.4 48.4 0.339 40 504.28 -16.6 -1.6 2.0 -13.5 15.6 0.0 -31.7 48.0 0.660 41 518.25 -8.3 -0.8 2.9 -8.3 11.2 0.0 -17.4 48.0 0.362 42 532.23 -1.4 -0.1 5.8 -6.1 11.8 0.0 -7.6 48.0 0.159 Bot.Flg.Spl. -1.1 -0.1 5.9 -6.0 11.9 0.0 -7.2 48.0 0.149 Bot.Flg.Spl. -0.9 -0.1 4.8 -4.9 9.8 0.0 -5.9 50.0 0.119 43 546.20 3.3 0.3 6.5 -4.3 10.8 0.0 10.1 50.0 0.188 44 560.18 6.5 0.6 7.7 -3.7 11.4 0.0 14.8 50.0 0.268 45 574.15 8.5 0.7 8.3 -3.1 11.4 0.0 17.5 50.0 0.315 46 588.13 9.3 0.8 8.4 -2.5 10.9 0.0 18.5 50.0 0.330 47 602.10 8.8 0.8 7.8 -1.9 9.7 0.0 17.4 50.0 0.311 48 616.08 7.1 0.6 6.5 -1.3 7.8 0.0 14.2 50.0 0.254 49 630.05 4.1 0.4 4.2 -0.6 4.8 0.0 8.7 50.0 0.156 50 644.03 0.0 0.0 0.0 0.0 0.0 0.0 0.0 47.5 0.000 Governing expression for allowable compression stress Tenth Pt Expression 8 (5-8) 9 (5-8) 10 (5-8) 11 (5-8) 17 compact 18 (5-8) 19 (5-8) 20 (5-8) 21 compact 29 compact 30 compact 31 compact 32 compact 38 compact 39 (5-8) 40 (5-8) 41 (5-8) 42 compact Perf. ratio for compact section is (factored mom/mom strength) if this is less than (total stress/allowable stress). Grp I Bottom Flange Factored Lateral Bending Stress Tenth Noncomp Dead Comp Dead Max LL+I Min LL+I Pt Lat Mom fw Lat Mom fw Lat Mom fw Lat Mom fw k-ft ksi k-ft ksi k-ft ksi k-ft ksi 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Bot.Flg.Spl -1.04 0.05 -0.11 0.00 -3.84 0.19 -2.33 0.12 Bot.Flg.Spl -1.04 0.07 -0.11 0.00 -3.84 0.25 -2.33 0.15 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11 -2.29 0.23 -0.23 0.00 -0.91 0.09 -2.99 0.30 12 -1.11 0.11 -0.11 0.00 -3.80 0.38 -1.80 0.18 Bot.Flg.Spl -1.11 0.11 -0.11 0.00 -3.79 0.38 -2.07 0.20 Bot.Flg.Spl -1.11 0.09 -0.11 0.00 -3.79 0.32 -2.07 0.17 13 1.44 0.12 0.12 0.00 4.80 0.40 1.63 0.14 14 0.37 0.03 0.04 0.00 0.98 0.08 0.41 0.03 15 -1.64 0.14 -0.18 0.00 -6.66 0.56 -2.88 0.24 16 -0.15 0.01 0.02 0.00 1.09 0.09 -0.10 0.01 Bot.Flg.Spl -1.34 0.11 -0.12 0.00 -5.84 0.49 -3.70 0.31 Bot.Flg.Spl -1.34 0.08 -0.12 0.00 -5.84 0.35 -3.70 0.22 17 1.68 0.10 0.08 0.00 4.39 0.27 4.12 0.25 18 -2.54 0.15 -0.18 0.00 -3.59 0.22 -4.09 0.25 19 -4.00 0.24 -0.34 0.02 -0.86 0.05 -3.83 0.23 20 19.58 1.19 1.67 0.10 3.98 0.24 18.63 1.14 21 0.96 0.06 0.09 0.00 3.21 0.20 3.31 0.20 Bot.Flg.Spl -2.16 0.13 -0.18 0.00 -4.51 0.28 -3.27 0.20 Bot.Flg.Spl -2.16 0.10 -0.18 0.00 -4.51 0.20 -3.27 0.15 22 0.19 0.01 0.00 0.00 1.88 0.09 -0.07 0.00 23 -1.56 0.07 -0.12 0.00 -3.66 0.17 -2.00 0.09 24 -6.23 0.28 -0.51 0.02 -8.80 0.40 -3.24 0.15 25 -7.95 0.36 -0.65 0.03 -10.82 0.49 -3.87 0.18 26 -5.63 0.25 -0.45 0.00 -8.81 0.40 -3.60 0.16 27 -0.79 0.04 -0.05 0.00 -3.67 0.17 -2.24 0.10 28 -1.26 0.00 -0.13 0.00 1.83 0.08 -0.29 0.01 Bot.Flg.Spl -2.98 0.14 -0.26 0.00 -3.51 0.16 -4.28 0.19 Bot.Flg.Spl -2.98 0.20 -0.26 0.00 -3.51 0.23 -4.28 0.28 29 2.69 0.18 0.25 0.02 3.29 0.22 4.23 0.28 30 24.18 1.60 2.08 0.14 4.41 0.29 21.07 1.39 31 10.07 0.67 0.84 0.06 4.72 0.31 10.80 0.71 32 1.34 0.09 0.07 0.00 9.03 0.60 7.53 0.50 Bot.Flg.Spl -1.43 0.09 -0.13 0.00 -5.33 0.35 -3.63 0.24 Bot.Flg.Spl -1.43 0.07 -0.13 0.00 -5.33 0.26 -3.63 0.18 33 4.57 0.23 0.46 0.00 12.51 0.62 6.93 0.34 34 8.11 0.40 0.77 0.00 14.65 0.73 6.51 0.32 35 8.88 0.44 0.85 0.00 15.01 0.74 5.89 0.29 36 7.31 0.36 0.70 0.00 13.98 0.69 5.59 0.28 37 3.51 0.17 0.36 0.00 11.66 0.58 5.35 0.26 Bot.Flg.Spl -0.92 0.05 -0.09 0.00 -3.05 0.15 -1.42 0.07 Bot.Flg.Spl -0.92 0.06 -0.09 0.00 -3.05 0.20 -1.42 0.09 38 2.41 0.16 0.17 0.00 8.20 0.54 5.50 0.36 39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Bot.Flg.Spl -3.74 0.25 -0.33 0.00 -3.37 0.22 -3.56 0.24 Bot.Flg.Spl -3.74 0.00 -0.33 0.00 -3.37 0.17 -3.56 0.18 43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Dabrowski sign convention: +fw/fb ratio used for allowable stress. (See 2003 Guide spec. commentary C5.1) First of two splice entries is to left of splice, second is to right of splice. Slab and Rebar Factored Stress - Group I Loading Girder 8 Grp I Factored Bending Stresses - ksi Tenth Loc ----- Slab ----- ---- Rebars ---- Point Comp Max Tot Comp Min Tot Dead LL+I Dead LL+I 0 0.00 0.00 0.00 0.00 0.00 0.01 0.01 1 7.97 -0.01 -0.30 -0.32 0.00 1.35 1.35 2 15.94 -0.02 -0.49 -0.51 0.00 2.69 2.69 3 23.91 -0.02 -0.59 -0.62 0.00 3.94 3.94 4 31.88 -0.02 -0.63 -0.66 0.00 5.20 5.20 5 39.85 -0.02 -0.61 -0.63 0.00 6.35 6.35 6 47.82 -0.02 -0.56 -0.57 0.00 7.52 7.52 7 55.79 -0.01 -0.48 -0.48 0.00 8.76 8.76 8 63.76 0.00 -0.33 -0.33 0.16 8.84 9.00 9 71.73 0.00 -0.23 -0.23 0.67 11.01 11.68 10 79.70 0.00 -0.20 -0.20 1.28 16.39 17.68 11 90.80 0.00 -0.20 -0.20 0.49 7.94 8.43 12 101.91 0.00 -0.45 -0.46 0.00 5.78 5.78 13 113.01 -0.01 -0.63 -0.65 0.00 5.08 5.08 14 124.12 -0.02 -0.73 -0.74 0.00 6.13 6.13 15 135.22 -0.01 -0.76 -0.77 0.00 7.71 7.71 16 146.33 -0.01 -0.72 -0.73 0.00 9.26 9.26 17 157.43 0.00 -0.52 -0.52 0.13 7.80 7.93 18 168.54 0.00 -0.32 -0.32 0.48 8.39 8.87 19 179.64 0.00 -0.18 -0.18 0.80 9.81 10.61 20 190.75 0.00 -0.16 -0.16 1.24 13.86 15.11 21 206.41 0.00 -0.23 -0.23 0.43 7.11 7.54 22 222.08 -0.01 -0.44 -0.44 0.00 5.10 5.10 23 237.75 -0.02 -0.62 -0.64 0.00 4.62 4.62 24 253.42 -0.03 -0.73 -0.76 0.00 4.77 4.77 25 269.09 -0.03 -0.77 -0.80 0.00 4.85 4.85 26 284.76 -0.02 -0.73 -0.75 0.00 5.16 5.16 27 300.43 -0.01 -0.62 -0.63 0.00 5.40 5.40 28 316.10 0.00 -0.44 -0.44 0.01 5.74 5.75 29 331.76 0.00 -0.24 -0.24 0.72 9.13 9.85 30 347.43 0.00 -0.19 -0.19 1.64 16.56 18.19 31 363.12 0.00 -0.22 -0.22 0.74 9.51 10.25 32 378.80 0.00 -0.43 -0.43 0.06 6.66 6.72 33 394.49 -0.01 -0.59 -0.60 0.00 6.73 6.73 34 410.17 -0.02 -0.69 -0.72 0.00 6.35 6.35 35 425.85 -0.02 -0.71 -0.74 0.00 5.78 5.78 36 441.54 -0.02 -0.67 -0.69 0.00 5.52 5.52 37 457.22 -0.01 -0.56 -0.57 0.00 5.31 5.31 38 472.91 0.00 -0.40 -0.40 0.17 5.06 5.22 39 488.59 0.00 -0.19 -0.19 0.85 8.01 8.86 40 504.28 0.00 -0.14 -0.14 1.72 14.86 16.58 41 518.25 0.00 -0.20 -0.20 0.86 9.11 9.97 42 532.23 0.00 -0.40 -0.40 0.14 6.65 6.79 43 546.20 -0.01 -0.55 -0.56 0.00 6.20 6.20 44 560.18 -0.03 -0.65 -0.68 0.00 5.37 5.37 45 574.15 -0.03 -0.70 -0.73 0.00 4.54 4.54 46 588.13 -0.04 -0.71 -0.75 0.00 3.66 3.66 47 602.10 -0.04 -0.66 -0.70 0.00 2.74 2.74 48 616.08 -0.03 -0.55 -0.58 0.00 1.82 1.82 49 630.05 -0.02 -0.35 -0.37 0.00 0.90 0.90 50 644.03 0.00 0.00 0.00 0.00 0.00 0.00 Only slab compression stresses tabulated. Bottom Flange Elastic Compression Strength Girder 8 Bottom Flange Elastic Compression Strength - k-ft Tenth M1 M2 Cb Lb Lp Lr PT Dc Mr Rb My Mu 0 0.00 1742.04 1.75 193.49 294.43 594.23 39.84 4138.34(103c) 0.98 5887.56 4138.34 8 307.74 1423.13 1.54 190.47 294.43 678.86 26.76 7017.21(103c) 1.00 7017.21 7017.21 9 1423.13 3806.52 1.40 190.44 294.43 678.86 26.76 7017.21(103c) 1.00 7017.21 7017.21 10 1423.13 3806.52 1.40 190.44 294.43 678.86 26.76 7017.21(103c) 1.00 7017.21 7017.21 39 5235.38 10145.77 1.29 189.39 294.43 684.56 37.35 15682.52(103c) 1.00 15682.52 15682.52 40 4657.00 10145.77 1.33 209.60 294.43 684.56 37.35 15682.52(103c) 1.00 15682.52 15682.52 41 4657.00 10145.77 1.33 209.60 294.43 684.56 37.35 15682.52(103c) 1.00 15682.52 15682.52 42 1289.84 4657.00 1.48 209.65 294.43 684.56 37.35 15682.52(103c) 1.00 15682.52 15682.52 Tabulated only where girder is straight. Constructibility of Web in Bending Girder 8 Web Compression Bending Stress for Constructibility - ksi Tenth Noncomp. Dead Noncomp. Dead Allowable Ratio Point Factored Mom Web Bending (6-3),(6-8) Stress 0 -0.30 0.00 50.04 0.000 1 345.23 2.81 50.04 0.056 2 589.47 4.81 50.04 0.096 3 742.44 6.05 50.04 0.121 4 786.40 6.41 50.04 0.128 5 723.38 5.90 50.04 0.118 6 543.30 4.43 50.04 0.089 7 225.52 1.84 50.04 0.037 8 -225.17 1.54 50.04 0.031 9 -812.90 5.56 50.04 0.111 10 -1545.26 10.57 50.04 0.211 11 -536.86 3.67 50.04 0.073 12 179.26 1.23 50.04 0.025 13 607.37 4.07 50.04 0.081 14 747.83 5.01 50.04 0.100 15 618.71 4.15 50.04 0.083 16 219.87 1.47 50.04 0.029 17 -453.53 2.02 50.04 0.040 18 -1430.58 5.29 50.04 0.106 19 -2723.19 8.33 50.04 0.167 20 -4344.36 12.73 50.04 0.254 21 -1456.54 4.27 50.04 0.085 22 747.41 2.06 50.04 0.041 23 2264.98 6.25 50.04 0.125 24 3130.55 8.63 50.04 0.173 25 3341.64 9.21 50.04 0.184 26 2900.98 8.00 50.04 0.160 27 1811.73 5.00 50.04 0.100 28 74.12 0.20 50.04 0.004 29 -2326.89 7.12 50.04 0.142 30 -5418.01 16.58 50.04 0.331 31 -2523.43 7.72 50.04 0.154 32 -336.47 1.03 50.04 0.021 33 1169.85 4.06 50.04 0.081 34 2075.42 7.20 50.04 0.144 35 2280.14 7.91 50.04 0.158 36 1880.89 6.52 50.04 0.130 37 902.14 3.13 50.04 0.063 38 -658.29 2.01 50.04 0.040 39 -2822.99 8.64 50.04 0.173 40 -5607.11 17.16 50.04 0.343 41 -2800.27 8.57 50.04 0.171 42 -488.90 1.50 50.04 0.030 43 1328.44 4.61 50.04 0.092 44 2641.80 9.16 50.04 0.183 45 3448.32 11.96 50.04 0.239 46 3764.66 13.06 50.04 0.261 47 3567.75 12.37 50.04 0.247 48 2863.38 9.93 50.04 0.198 49 1666.30 5.78 50.04 0.115 50 0.00 0.00 50.04 0.000 Top Flange Overload Stress Girder 8 Top Flange 10.57 Overload Stress - ksi Tenth Loc Noncomp Comp 1.67 Max 1.67 Min Allowable Ratio Dead Dead LL+I LL+I 0 0.00 0.00 0.00 0.00 0.01 47.54 0.000 1 7.97 -2.03 -0.13 -0.78 0.71 47.54 0.062 2 15.94 -3.47 -0.21 -1.20 1.42 47.54 0.103 3 23.91 -4.36 -0.25 -1.40 2.08 47.54 0.127 4 31.88 -4.62 -0.25 -1.44 2.75 47.54 0.133 5 39.85 -4.25 -0.22 -1.34 3.36 47.54 0.122 6 47.82 -3.19 -0.16 -1.19 3.98 47.54 0.096 7 55.79 -1.33 -0.07 -1.02 4.63 47.54 0.068 Top flg.spl. -0.35 -0.03 -0.87 5.01 47.54 0.098 Top flg.spl. -0.29 -0.05 -0.94 4.42 47.54 0.086 8 63.76 1.15 0.09 -0.76 4.83 47.54 0.128 9 71.73 4.14 0.37 -0.53 6.02 47.54 0.221 10 79.70 7.87 0.70 -0.46 8.96 47.54 0.369 11 90.80 2.88 0.27 -0.47 4.34 47.54 0.157 12 101.91 -0.98 -0.03 -1.05 3.16 47.54 0.045 Top flg.spl. -1.52 -0.05 -1.15 3.03 47.54 0.057 Top flg.spl. -1.49 -0.05 -1.21 2.99 47.54 0.058 13 113.01 -3.12 -0.13 -1.61 2.83 47.54 0.102 14 124.12 -3.76 -0.17 -1.84 3.41 47.54 0.121 15 135.22 -3.19 -0.16 -1.92 4.29 47.54 0.111 16 146.33 -1.11 -0.08 -1.83 5.16 47.54 0.084 Top flg.spl. 0.34 -0.02 -1.70 5.61 47.54 0.125 Top flg.spl. 0.22 -0.03 -1.77 4.07 47.54 0.090 17 157.43 1.50 0.07 -1.56 4.45 47.54 0.127 18 168.54 4.04 0.29 -1.07 4.98 47.54 0.196 19 179.64 6.37 0.49 -0.68 6.03 47.54 0.271 20 190.75 10.30 0.77 -0.61 8.58 47.54 0.413 21 206.41 3.18 0.27 -0.85 4.41 47.54 0.165 Top flg.spl. 0.50 0.05 -1.35 3.72 47.54 0.090 Top flg.spl. 0.48 0.03 -1.35 3.61 47.54 0.087 22 222.08 -1.53 -0.08 -1.77 3.22 47.54 0.071 23 237.75 -4.65 -0.25 -2.50 2.92 47.54 0.156 24 253.42 -6.43 -0.34 -2.96 3.02 47.54 0.205 25 269.09 -6.86 -0.37 -3.11 3.07 47.54 0.218 26 284.76 -5.96 -0.32 -2.96 3.26 47.54 0.194 27 300.43 -3.72 -0.19 -2.50 3.41 47.54 0.135 28 316.10 -0.15 0.01 -1.77 3.63 47.54 0.073 Top flg.spl. 0.65 0.07 -1.63 3.81 47.54 0.095 Top flg.spl. 0.72 0.08 -1.64 4.16 47.54 0.104 29 331.76 5.30 0.45 -0.91 5.63 47.54 0.239 30 347.43 12.35 1.01 -0.69 10.21 47.54 0.496 31 363.12 5.75 0.46 -0.83 5.86 47.54 0.254 32 378.80 0.77 0.04 -1.60 4.11 47.54 0.103 Top flg.spl. -1.23 -0.13 -1.97 3.95 47.54 0.070 Top flg.spl. -1.40 -0.09 -2.05 4.37 47.54 0.075 33 394.49 -3.02 -0.18 -2.33 4.23 47.54 0.116 34 410.17 -5.36 -0.30 -2.74 3.99 47.54 0.177 35 425.85 -5.89 -0.33 -2.82 3.63 47.54 0.190 36 441.54 -4.86 -0.28 -2.64 3.47 47.54 0.164 37 457.22 -2.33 -0.14 -2.21 3.34 47.54 0.098 Top flg.spl. 0.30 0.00 -1.76 3.22 47.54 0.074 Top flg.spl. 0.27 0.00 -1.70 2.90 47.54 0.067 38 472.91 1.50 0.10 -1.49 3.12 47.54 0.099 39 488.59 6.43 0.52 -0.71 4.94 47.54 0.250 40 504.28 12.78 1.06 -0.53 9.16 47.54 0.484 41 518.25 6.38 0.53 -0.76 5.61 47.54 0.263 42 532.23 1.11 0.09 -1.50 4.10 47.54 0.112 Top flg.spl. 0.84 0.07 -1.54 4.04 47.54 0.104 Top flg.spl. 0.96 0.05 -1.60 4.48 47.54 0.115 43 546.20 -3.43 -0.18 -2.18 3.90 47.54 0.122 44 560.18 -6.82 -0.36 -2.56 3.38 47.54 0.205 45 574.15 -8.91 -0.47 -2.76 2.85 47.54 0.255 46 588.13 -9.72 -0.51 -2.79 2.30 47.54 0.274 47 602.10 -9.21 -0.49 -2.61 1.72 47.54 0.259 48 616.08 -7.40 -0.39 -2.17 1.14 47.54 0.209 49 630.05 -4.30 -0.23 -1.39 0.57 47.54 0.125 50 644.03 0.00 0.00 0.00 0.00 47.54 0.000 Bottom Flange Overload Stress Girder 8 Bottom Flange Permanent Defl Stress - ksi Tenth Loc Noncomp Comp 1.67 Max 1.67 Min Allowable Ratio Dead Dead LL+I LL+I 0 0.00 0.00 0.00 0.00 -0.01 47.54 0.000 1 7.97 2.03 0.24 3.43 -0.90 47.54 0.120 2 15.94 3.47 0.41 5.69 -1.79 47.54 0.201 3 23.91 4.36 0.50 7.17 -2.63 47.54 0.253 4 31.88 4.62 0.52 7.93 -3.46 47.54 0.275 5 39.85 4.25 0.47 7.96 -4.24 47.54 0.267 6 47.82 3.19 0.35 7.45 -5.02 47.54 0.231 7 55.79 1.33 0.16 6.35 -5.84 47.54 0.165 Bot.flg.spl. 0.35 0.06 6.04 -6.43 47.54 0.136 Bot.flg.spl. 0.29 0.06 5.25 -5.49 47.54 0.118 8 63.76 -1.15 -0.11 4.29 -6.00 47.54 0.153 9 71.73 -4.14 -0.45 2.99 -7.48 47.54 0.254 10 79.70 -7.87 -0.87 2.58 -11.13 47.54 0.418 11 90.80 -2.88 -0.33 2.68 -5.62 42.56 0.208 12 101.91 0.98 0.06 6.17 -4.06 47.54 0.152 Bot.flg.spl. 1.52 0.11 6.73 -3.91 47.54 0.176 Bot.flg.spl. 1.34 0.09 5.98 -3.46 47.54 0.156 13 113.01 2.80 0.24 7.86 -3.24 47.54 0.229 14 124.12 3.37 0.32 8.72 -3.82 47.54 0.261 15 135.22 2.86 0.29 9.47 -4.95 47.54 0.265 16 146.33 0.99 0.15 8.67 -5.73 47.54 0.206 Bot.flg.spl. -0.30 0.04 8.06 -6.23 47.54 0.164 Bot.flg.spl. -0.22 0.04 6.33 -4.74 47.54 0.129 17 157.43 -1.50 -0.09 5.57 -5.18 47.54 0.142 18 168.54 -4.04 -0.33 3.66 -5.92 42.92 0.240 19 179.64 -6.37 -0.56 2.08 -7.05 42.77 0.327 20 190.75 -10.30 -0.95 1.98 -10.63 40.63 0.539 21 206.41 -3.18 -0.30 2.51 -5.01 47.54 0.179 Bot.flg.spl. -0.50 -0.06 3.81 -4.20 47.54 0.100 Bot.flg.spl. -0.40 -0.04 3.07 -3.37 47.54 0.080 22 222.08 1.28 0.10 4.01 -3.01 47.54 0.113 23 237.75 3.87 0.32 5.67 -2.73 47.54 0.207 24 253.42 5.35 0.44 6.69 -2.82 47.54 0.263 25 269.09 5.71 0.47 7.05 -2.87 47.54 0.278 26 284.76 4.95 0.40 6.70 -3.05 47.54 0.254 27 300.43 3.09 0.24 5.66 -3.19 47.54 0.189 28 316.10 0.13 -0.01 4.02 -3.39 47.54 0.087 Bot.flg.spl. -0.54 -0.07 3.68 -3.56 47.54 0.088 Bot.flg.spl. -0.72 -0.09 4.84 -4.73 47.54 0.117 29 331.76 -5.30 -0.51 2.67 -6.39 47.54 0.257 30 347.43 -12.35 -1.15 2.05 -11.60 47.54 0.528 31 363.12 -5.75 -0.52 2.46 -6.66 47.54 0.272 32 378.80 -0.77 -0.04 4.73 -4.67 47.54 0.115 Bot.flg.spl. 1.23 0.15 5.83 -4.48 47.54 0.152 Bot.flg.spl. 1.03 0.11 4.74 -3.71 47.54 0.124 33 394.49 2.23 0.22 5.38 -3.59 47.54 0.165 34 410.17 3.95 0.37 6.32 -3.39 47.54 0.224 35 425.85 4.34 0.40 6.51 -3.09 47.54 0.237 36 441.54 3.58 0.34 6.09 -2.94 47.54 0.211 37 457.22 1.72 0.17 5.10 -2.83 47.54 0.147 Bot.flg.spl. -0.22 0.00 4.07 -2.73 47.54 0.081 Bot.flg.spl. -0.27 0.00 5.01 -3.30 47.54 0.100 38 472.91 -1.50 -0.12 4.39 -3.54 47.54 0.109 39 488.59 -6.43 -0.60 2.11 -5.61 47.54 0.266 40 504.28 -12.78 -1.21 1.56 -10.41 47.54 0.513 41 518.25 -6.38 -0.60 2.25 -6.38 47.54 0.281 42 532.23 -1.11 -0.10 4.44 -4.66 47.54 0.124 Bot.flg.spl. -0.84 -0.07 4.55 -4.59 47.54 0.116 Bot.flg.spl. -0.70 -0.06 3.70 -3.80 47.54 0.096 43 546.20 2.53 0.22 5.02 -3.31 47.54 0.163 44 560.18 5.03 0.44 5.91 -2.87 47.54 0.239 45 574.15 6.57 0.57 6.36 -2.42 47.54 0.284 46 588.13 7.17 0.62 6.44 -1.95 47.54 0.299 47 602.10 6.79 0.59 6.03 -1.46 47.54 0.282 48 616.08 5.45 0.47 5.00 -0.97 47.54 0.230 49 630.05 3.17 0.28 3.22 -0.48 47.54 0.140 50 644.03 0.00 0.00 0.00 0.00 47.54 0.000 Lateral bending stresses not included if compact. Factored Noncomp Dead Wet Concrete Bending Stress Girder 8 Factored Noncomp Dead Wet Concrete Stresses - ksi [While the constructibility load factor is used for this table, slab pouring is not. Actual stresses are dependent on the pouring sequence and may be significantly different from those printed here.] Tenth Loc ----- Top Flange ----- ----- Bott Flange ----- Point Primary Lateral Primary Lateral 0 0.00 0.0 +- 0.0 0.0 +- 0.0 1 7.97 -2.9 +- 0.0 2.9 +- 0.0 2 15.94 -5.0 +- 0.0 5.0 +- 0.0 3 23.91 -6.3 +- 0.0 6.3 +- 0.0 4 31.88 -6.7 +- 0.0 6.7 +- 0.0 5 39.85 -6.1 +- 0.0 6.1 +- 0.0 6 47.82 -4.6 +- 0.0 4.6 +- 0.0 7 55.79 -1.9 +- 0.0 1.9 +- 0.0 Top flg.spl 59.05 -0.5 +- 0.0 0.5 +- 0.0 Top flg.spl 59.05 -0.4 +- 0.0 0.4 +- 0.0 Bot.flg.spl 59.05 -0.5 +- 0.0 0.5 +- 0.0 Bot.flg.spl 59.05 -0.4 +- 0.0 0.4 +- 0.0 8 63.76 1.6 +- 0.0 -1.6 +- 0.0 9 71.73 5.8 +- 0.0 -5.8 +- 0.0 10 79.70 11.0 +- 0.0 -11.0 +- 0.0 11 90.80 3.8 +- 0.2 -3.8 +- 0.2 12 101.91 -1.3 +- 0.1 1.3 +- 0.1 Top flg.spl 104.04 -2.0 +- 0.1 2.0 +- 0.1 Top flg.spl 104.04 -2.0 +- 0.1 1.8 +- 0.1 Bot.flg.spl 104.04 -2.0 +- 0.1 2.0 +- 0.1 Bot.flg.spl 104.04 -2.0 +- 0.1 1.8 +- 0.1 13 113.01 -4.2 +- 0.2 3.8 +- 0.1 14 124.12 -5.2 +- 0.0 4.7 +- 0.0 15 135.22 -4.3 +- 0.2 3.9 +- 0.2 16 146.33 -1.5 +- 0.0 1.4 +- 0.0 Top flg.spl 151.63 0.5 +- 0.0 -0.4 +- 0.0 Top flg.spl 151.63 0.3 +- 0.0 -0.3 +- 0.0 Bot.flg.spl 151.63 0.5 +- 0.0 -0.4 +- 0.0 Bot.flg.spl 151.63 0.3 +- 0.0 -0.3 +- 0.0 17 157.43 2.1 +- 0.1 -2.1 +- 0.1 18 168.54 5.5 +- 0.2 -5.5 +- 0.2 19 179.64 8.7 +- 0.3 -8.7 +- 0.3 20 190.75 13.3 +- 1.3 -13.3 +- 1.3 21 206.41 4.5 +- 0.1 -4.5 +- 0.1 Top flg.spl 214.50 0.7 +- 0.1 -0.7 +- 0.1 Top flg.spl 214.50 0.7 +- 0.1 -0.6 +- 0.1 Bot.flg.spl 214.50 0.7 +- 0.1 -0.7 +- 0.1 Bot.flg.spl 214.50 0.7 +- 0.1 -0.6 +- 0.1 22 222.08 -2.1 +- 0.0 1.8 +- 0.0 23 237.75 -6.5 +- 0.1 5.4 +- 0.1 24 253.42 -9.0 +- 0.4 7.5 +- 0.3 25 269.09 -9.6 +- 0.5 8.0 +- 0.4 26 284.76 -8.3 +- 0.4 6.9 +- 0.3 27 300.43 -5.2 +- 0.1 4.3 +- 0.1 28 316.10 -0.2 +- 0.0 0.2 +- 0.0 Top flg.spl 318.96 0.9 +- 0.0 -0.8 +- 0.0 Top flg.spl 318.96 1.0 +- 0.0 -1.0 +- 0.0 Bot.flg.spl 318.96 0.9 +- 0.0 -0.8 +- 0.0 Bot.flg.spl 318.96 1.0 +- 0.0 -1.0 +- 0.0 29 331.76 7.4 +- 0.2 -7.4 +- 0.2 30 347.43 17.3 +- 1.7 -17.3 +- 1.7 31 363.12 8.1 +- 0.7 -8.1 +- 0.7 32 378.80 1.1 +- 0.1 -1.1 +- 0.1 Top flg.spl 387.15 -1.7 +- 0.1 1.7 +- 0.1 Top flg.spl 387.15 -2.0 +- 0.1 1.4 +- 0.1 Bot.flg.spl 387.15 -1.7 +- 0.1 1.7 +- 0.1 Bot.flg.spl 387.15 -2.0 +- 0.1 1.4 +- 0.1 33 394.49 -4.2 +- 0.4 3.1 +- 0.2 34 410.17 -7.5 +- 0.7 5.5 +- 0.4 35 425.85 -8.2 +- 0.8 6.1 +- 0.5 36 441.54 -6.8 +- 0.7 5.0 +- 0.4 37 457.22 -3.3 +- 0.3 2.4 +- 0.2 Top flg.spl 468.11 0.4 +- 0.0 -0.3 +- 0.0 Top flg.spl 468.11 0.4 +- 0.0 -0.4 +- 0.0 Bot.flg.spl 468.11 0.4 +- 0.0 -0.3 +- 0.0 Bot.flg.spl 468.11 0.4 +- 0.0 -0.4 +- 0.0 38 472.91 2.1 +- 0.2 -2.1 +- 0.2 39 488.59 9.0 +- 0.0 -9.0 +- 0.0 40 504.28 17.9 +- 0.0 -17.9 +- 0.0 41 518.25 8.9 +- 0.0 -8.9 +- 0.0 42 532.23 1.6 +- 0.0 -1.6 +- 0.0 Top flg.spl 533.04 1.2 +- 0.0 -1.2 +- 0.0 Top flg.spl 533.04 1.3 +- 0.0 -1.0 +- 0.0 Bot.flg.spl 533.04 1.2 +- 0.0 -1.2 +- 0.0 Bot.flg.spl 533.04 1.3 +- 0.0 -1.0 +- 0.0 43 546.20 -4.8 +- 0.0 3.5 +- 0.0 44 560.18 -9.6 +- 0.0 7.0 +- 0.0 45 574.15 -12.5 +- 0.0 9.2 +- 0.0 46 588.13 -13.6 +- 0.0 10.0 +- 0.0 47 602.10 -12.9 +- 0.0 9.5 +- 0.0 48 616.08 -10.4 +- 0.0 7.6 +- 0.0 49 630.05 -6.0 +- 0.0 4.4 +- 0.0 50 644.03 0.0 +- 0.0 0.0 +- 0.0 Factored Strengths Girder 8 Factored Strengths Tenth Loc Factored Shear Factored Bending Point Shear Strength Moment Strength (k ) (k ) Ratio (k-ft) (k-ft) Ratio 0 0.00 172.5 649.8 (5) 0.265 1.3 6969.0 (10) 0.000 1 7.97 142.2 649.8 (5) 0.219 1119.3 8501.2 (20) 0.132 2 15.94 108.8 649.8 (5) 0.167 1883.1 8987.7 (20) 0.210 3 23.91 88.6 649.8 (5) 0.136 2378.4 9089.6 (20) 0.262 4 31.88 71.8 649.8 (5) 0.111 2600.1 9189.7 (20) 0.283 5 39.85 82.6 649.8 (5) 0.127 2548.3 9289.8 (20) 0.274 6 47.82 123.0 649.8 (5) 0.189 2247.1 9364.0 (20) 0.240 7 55.79 154.2 649.8 (5) 0.237 1668.3 9364.0 (20) 0.178 8 63.76 198.7 649.8 (5) 0.306 1416.4 7263.0 (10) 0.195 9 71.73 246.2 649.8 (5) 0.379 2321.8 7158.2 (10) 0.324 10L 79.70 258.5 649.8 (5) 0.398 3806.5 7128.2 (10) 0.534 10R 79.70 291.9 649.8 (5) 0.449 3806.5 7128.2 (10) 0.534 11 90.80 255.6 649.8 (5) 0.393 1629.0 6306.5 (10) 0.258 12 101.91 211.8 649.8 (5) 0.326 1623.8 9096.3 (10) 0.179 13 113.01 162.6 649.8 (5) 0.250 2723.1 9938.8 (10) 0.274 14 124.12 109.2 649.8 (5) 0.168 3181.3 9927.4 (10) 0.320 15 135.22 129.7 649.8 (5) 0.200 3160.9 10007.0 (10) 0.316 16 146.33 154.4 649.8 (5) 0.238 2632.3 10400.7 (10) 0.253 17 157.43 212.6 649.8 (5) 0.327 1971.0 10843.4 (9) 0.182 18 168.54 271.4 548.8 (5) 0.495 3464.3 11440.4 (10) 0.303 19 179.64 325.0 463.3 (5) 0.702 5675.7 13694.7 (10) 0.414 20L 190.75 353.4 445.8 (5) 0.793 8733.1 13571.8 (10) 0.643 20R 190.75 429.1 445.8 (5) 0.962 8733.1 13571.8 (10) 0.643 21 206.41 366.8 445.8 (5) 0.823 3698.9 16108.3 (9) 0.230 22 222.08 290.2 770.4 (5) 0.377 3414.8 24388.6 (6) 0.140 23 237.75 225.9 770.4 (5) 0.293 6053.0 23616.0 (6) 0.256 24 253.42 166.8 770.4 (5) 0.216 7613.5 23373.2 (6) 0.326 25 269.09 105.8 770.4 (5) 0.137 8062.9 23330.9 (6) 0.346 26 284.76 168.5 770.4 (5) 0.219 7384.7 23462.2 (6) 0.315 27 300.43 234.8 770.4 (5) 0.305 5587.4 23857.0 (6) 0.234 28 316.10 304.3 770.4 (5) 0.395 2730.9 25375.3 (6) 0.108 29 331.76 387.2 770.4 (5) 0.503 5093.9 15433.1 (9) 0.330 30L 347.43 447.1 770.4 (5) 0.580 10450.4 15395.1 (9) 0.679 30R 347.43 426.2 770.4 (5) 0.553 10450.4 15395.1 (9) 0.679 31 363.12 362.6 770.4 (5) 0.471 5395.2 15547.5 (9) 0.347 32 378.80 285.4 770.4 (5) 0.370 2315.2 15750.4 (9) 0.147 33 394.49 226.9 770.4 (5) 0.294 4546.5 22234.6 (6) 0.204 34 410.17 158.8 770.4 (5) 0.206 6056.3 21736.5 (6) 0.279 35 425.85 103.3 770.4 (5) 0.134 6381.0 21651.5 (6) 0.295 36 441.54 150.5 770.4 (5) 0.195 5717.5 21819.1 (6) 0.262 37 457.22 210.1 770.4 (5) 0.273 4097.3 22453.5 (6) 0.182 38 472.91 273.6 770.4 (5) 0.355 2167.1 15648.2 (9) 0.138 39 488.59 346.0 875.6 (5) 0.395 5260.4 15497.5 (10) 0.339 40L 504.28 414.5 875.6 (5) 0.473 10145.8 15370.2 (10) 0.660 40R 504.28 428.8 856.4 (5) 0.501 10145.8 15370.2 (10) 0.660 41 518.25 373.4 856.4 (5) 0.436 5568.6 15400.7 (10) 0.362 42 532.23 311.1 856.3 (5) 0.363 2477.3 15590.4 (10) 0.159 43 546.20 255.4 856.3 (5) 0.298 4472.6 23740.3 (20) 0.188 44 560.18 204.0 856.3 (5) 0.238 6366.2 23740.3 (20) 0.268 45 574.15 171.9 856.3 (5) 0.201 7470.4 23740.3 (20) 0.315 46 588.13 92.0 856.3 (5) 0.107 7843.6 23740.3 (20) 0.330 47 602.10 138.5 856.3 (5) 0.162 7387.7 23740.3 (20) 0.311 48 616.08 190.8 856.3 (5) 0.223 6029.0 23740.3 (20) 0.254 49 630.05 249.1 770.4 (5) 0.323 3698.3 23740.3 (20) 0.156 50 644.03 318.8 770.4 (5) 0.414 0.0 20289.2 (10) 0.000 Moment shifting because of compact section is reflected in this table. Shear Strength at Intermediate Transverse Stiffeners not Located at a Tenth Point 16.13 108.3 649.8 (5) 0.167 32.07 72.1 649.8 (5) 0.111 47.96 123.6 649.8 (5) 0.190 95.56 236.8 649.8 (5) 0.364 111.43 169.6 649.8 (5) 0.261 127.29 115.1 649.8 (5) 0.177 143.16 147.3 649.8 (5) 0.227 159.02 221.0 649.8 (5) 0.340 174.88 302.0 496.5 (5) 0.608 208.16 358.3 445.8 (5) 0.804 225.57 275.9 770.4 (5) 0.358 242.98 206.2 770.4 (5) 0.268 260.38 139.7 770.4 (5) 0.181 277.79 140.7 770.4 (5) 0.183 295.20 212.7 770.4 (5) 0.276 312.61 288.9 770.4 (5) 0.375 330.02 378.0 770.4 (5) 0.491 441.45 150.2 770.4 (5) 0.195 457.12 209.7 770.4 (5) 0.272 472.79 273.1 770.4 (5) 0.354 488.49 345.5 770.4 (5) 0.448 521.74 357.8 856.3 (5) 0.418 539.21 283.3 856.3 (5) 0.331 556.68 216.9 856.3 (5) 0.253 591.62 103.6 856.3 (5) 0.121 609.09 164.7 856.3 (5) 0.192 626.56 234.5 856.4 (5) 0.274 (5) C 0.58 Fyw D t (20) compact section (6) Fy S(equiv) Maximum moment in factored strength expression (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 1607.10 1607.28 3 4201.64 4420.83 Max Stiffener Spacing for Stiffened Web - 6.3 Tenth Pt. Max Actual Spcng Spcng 0 24.02 193.50 Treated as unstiffened - Max spacing = 24.0 Actual spacing = 193.5 1 144.09 193.50 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 193.5 2 144.09 193.50 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 193.5 3 144.09 191.34 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 191.3 4 144.09 191.34 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 191.3 5 144.09 190.67 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 190.7 6 144.09 190.67 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 190.7 7 144.09 190.47 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 190.5 8 144.09 190.47 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 190.5 9 144.09 190.39 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 190.4 10 144.09 190.39 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 190.4 11 54.82 190.39 Treated as unstiffened - Max spacing = 54.8 Actual spacing = 190.4 12 54.82 190.35 Treated as unstiffened - Max spacing = 54.8 Actual spacing = 190.4 13 54.82 190.35 Treated as unstiffened - Max spacing = 54.8 Actual spacing = 190.4 14 54.82 190.35 Treated as unstiffened - Max spacing = 54.8 Actual spacing = 190.4 15 54.82 190.39 Treated as unstiffened - Max spacing = 54.8 Actual spacing = 190.4 16 54.82 190.31 Treated as unstiffened - Max spacing = 54.8 Actual spacing = 190.3 17 54.82 190.31 Treated as unstiffened - Max spacing = 54.8 Actual spacing = 190.3 18 64.91 190.35 Treated as unstiffened - Max spacing = 64.9 Actual spacing = 190.4 19 76.89 190.40 Treated as unstiffened - Max spacing = 76.9 Actual spacing = 190.4 20 79.90 208.97 Treated as unstiffened - Max spacing = 79.9 Actual spacing = 209.0 21 79.90 208.97 Treated as unstiffened - Max spacing = 79.9 Actual spacing = 209.0 22 79.90 208.90 Treated as unstiffened - Max spacing = 79.9 Actual spacing = 208.9 23 79.90 208.90 Treated as unstiffened - Max spacing = 79.9 Actual spacing = 208.9 24 79.90 208.90 Treated as unstiffened - Max spacing = 79.9 Actual spacing = 208.9 25 79.90 208.90 Treated as unstiffened - Max spacing = 79.9 Actual spacing = 208.9 26 79.90 208.90 Treated as unstiffened - Max spacing = 79.9 Actual spacing = 208.9 27 79.90 208.94 Treated as unstiffened - Max spacing = 79.9 Actual spacing = 208.9 28 79.90 208.94 Treated as unstiffened - Max spacing = 79.9 Actual spacing = 208.9 29 79.90 208.92 Treated as unstiffened - Max spacing = 79.9 Actual spacing = 208.9 30 79.90 208.92 Treated as unstiffened - Max spacing = 79.9 Actual spacing = 208.9 31 79.90 188.03 Treated as unstiffened - Max spacing = 79.9 Actual spacing = 188.0 32 79.90 188.03 Treated as unstiffened - Max spacing = 79.9 Actual spacing = 188.0 33 79.90 188.07 Treated as unstiffened - Max spacing = 79.9 Actual spacing = 188.1 34 79.90 188.03 Treated as unstiffened - Max spacing = 79.9 Actual spacing = 188.0 35 79.90 187.99 Treated as unstiffened - Max spacing = 79.9 Actual spacing = 188.0 36 79.90 188.07 Treated as unstiffened - Max spacing = 79.9 Actual spacing = 188.1 37 79.90 188.03 Treated as unstiffened - Max spacing = 79.9 Actual spacing = 188.0 38 79.90 188.39 Treated as unstiffened - Max spacing = 79.9 Actual spacing = 188.4 39 210.00 189.42 40 210.00 209.56 41 210.00 209.56 42 210.00 209.65 43 210.00 209.65 44 210.00 209.65 45 210.00 209.65 46 210.00 209.65 47 210.00 209.65 48 210.00 209.65 49 210.00 209.58 50 35.00 209.58 Treated as unstiffened - Max spacing = 35.0 Actual spacing = 209.6 Load Factor Ratings Girder 8 Load Factor Ratings Span 1 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 7715.5 B 649.8 >999. >999. 4.99 8.33 7.97 8501.2 T 649.8 10.83 18.08 5.94 9.92 15.94 8987.7 T 649.8 6.66 11.12 7.50 12.53 23.91 9089.6 T 649.8 5.22 8.72 8.43 14.07 31.88 9189.7 T 649.8 4.73 7.90 9.25 15.44 39.85 9289.8 T 649.8 4.78 7.99 9.53 15.92 47.82 9364.0 T 649.8 5.26 8.78 6.78 11.33 55.79 9364.0 T 649.8 6.39 10.68 5.76 9.62 59.05L 9364.0 S 649.8 7.21 12.05 5.27 8.81 59.05R 10516.9 S 649.8 8.11 13.54 5.27 8.81 63.76 7352.6 B 649.8 5.99 10.01 4.42 7.38 71.73 7352.7 B 649.8 4.36 7.29 3.53 5.89 79.70 7352.7 B 649.8 2.56 4.27 3.54 5.91 Span 2 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 7352.7 B 649.8 2.56 4.27 2.93 4.90 11.10 6467.7 B 649.8 5.50 9.19 3.29 5.50 22.21 9427.1 B 649.8 6.36 10.62 3.99 6.67 24.34L 9427.3 B 649.8 5.72 9.55 4.13 6.90 24.34R 10670.1 B 649.8 6.51 10.86 4.13 6.90 33.31 10661.3 B 649.8 4.69 7.83 5.04 8.42 44.42 10689.9 B 649.8 4.02 6.71 7.07 11.81 55.52 10648.9 B 649.8 3.90 6.51 5.92 9.88 66.63 10690.1 B 649.8 4.34 7.25 5.69 9.50 71.94L 7141.2 B 649.8 5.06 8.45 5.15 8.59 71.94R 10959.3 B 649.8 7.80 13.02 5.15 8.59 77.73 10959.3 B 649.8 6.88 11.49 4.18 6.99 88.84 11634.1 B 548.8 5.02 8.38 2.65 4.43 99.94 13936.4 B 463.3 3.80 6.35 1.73 2.89 111.05 13814.7 B 445.8 2.14 3.58 1.48 2.48 Span 3 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 13814.7 B 445.8 2.14 3.58 1.08 1.80 15.67 16336.5 B 445.8 6.69 11.17 1.40 2.33 23.76L 19714.0 B 770.4 10.19 17.01 3.40 5.67 23.76R 24275.3 B 770.4 12.58 21.01 3.40 5.67 31.34 25514.5 B 770.4 9.24 15.44 3.99 6.67 47.01 25484.8 B 770.4 6.04 10.09 5.01 8.36 62.67 25406.1 B 770.4 4.86 8.11 6.26 10.46 78.34 25376.2 B 770.4 4.55 7.60 7.76 12.96 94.01 25411.2 B 770.4 4.92 8.21 6.07 10.14 109.68 25491.2 B 770.4 6.20 10.35 4.75 7.93 125.35 25521.9 B 770.4 9.54 15.93 3.75 6.26 128.21L 20684.2 T 770.4 9.92 16.57 3.62 6.05 128.21R 15720.2 B 770.4 7.64 12.76 3.62 6.05 141.02 15720.0 B 770.4 4.87 8.14 2.86 4.77 156.69 15720.0 B 770.4 2.02 3.38 2.43 4.05 Span 4 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 15720.0 B 770.4 2.02 3.38 2.58 4.30 15.68 15843.5 B 770.4 4.65 7.77 3.03 5.07 31.37 15843.5 B 770.4 7.81 13.04 3.89 6.50 39.72L 19358.4 B 770.4 6.35 10.61 4.15 6.92 39.72R 23828.3 B 770.4 7.87 13.14 4.15 6.92 47.05 23740.5 B 770.4 6.66 11.12 4.68 7.81 62.74 23693.5 B 770.4 5.36 8.95 5.88 9.81 78.42 23684.1 B 770.4 5.14 8.58 6.99 11.67 94.11 23705.6 B 770.4 5.63 9.40 6.82 11.38 109.79 23756.2 B 770.4 7.14 11.93 5.37 8.96 120.68L 18987.6 T 770.4 11.87 19.83 4.78 7.99 120.68R 15843.5 B 770.4 11.22 18.73 4.78 7.99 125.47 15841.7 B 770.4 10.06 16.80 4.27 7.12 141.16 15836.0 B 875.6 5.38 8.99 3.88 6.47 156.84 15715.9 B 875.6 2.21 3.69 3.16 5.28 Span 5 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 15715.9 B 856.4 2.21 3.69 3.07 5.13 13.98 15715.9 B 856.4 4.70 7.85 3.60 6.01 27.95 15715.6 B 856.3 7.67 12.82 4.40 7.35 28.76L 15715.6 B 856.3 7.85 13.11 4.44 7.41 28.76R 19790.9 T 856.3 9.95 16.61 4.44 7.41 41.93 23740.3 T 856.3 7.19 12.00 5.26 8.78 55.90 23740.3 T 856.3 5.74 9.58 6.13 10.23 69.88 23740.3 T 856.3 5.12 8.55 6.24 10.41 83.85 23740.3 T 856.3 4.98 8.31 8.74 14.59 97.83 23740.3 T 856.3 5.37 8.97 7.79 13.01 111.80 23740.3 T 856.3 6.71 11.20 6.52 10.88 125.78 23740.3 T 770.4 11.04 18.44 4.59 7.67 139.75 22684.7 S 770.4 >999. >999. 3.52 5.88 ***************************************************** Minimum rating is 1.08 at location 0.00 in span 3. ***************************************************** Moment Capacity Codes C - Compact B - Braced non-compact U - Unbraced non-compact T - Transition between compact and braced non-compact S - Serviceability This table is based on eq. (6-1a) of the AASHTO Manual for Condition Evaluation of Bridges. Noncompact shapes ratings based on stress, as Fb - Dead load factored stress IR = -------------------------------- LL+I factored stress Noncompact shape moment capacity is the product of allowable stress and LL+I section modulus. Lateral Bending in Flanges Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 0.00 0.00 0.00 0.000 0.000 0.000 0.000 16.12 13.08 0.00 0.000 0.000 0.000 0.000 32.07 17.76 0.00 0.000 0.000 0.000 0.000 47.96 14.89 0.00 0.000 0.000 0.000 0.000 63.83 9.44 0.00 0.000 0.000 0.000 0.000 79.70 25.84 0.00 0.000 0.000 0.000 0.000 95.56 5.10 0.58 0.113 0.226 0.023 0.023 111.42 13.03 1.22 0.093 0.187 0.049 0.049 127.28 16.19 1.51 0.093 0.186 0.060 0.060 143.15 13.83 1.31 0.095 0.189 0.052 0.052 159.01 9.61 0.74 0.077 0.153 compact 174.87 15.62 1.29 0.082 0.165 compact 190.75 26.15 2.43 0.093 0.186 compact 208.16 9.04 0.98 0.109 0.218 compact 225.56 8.47 0.90 0.106 0.213 compact 242.97 14.20 1.49 0.105 0.210 compact 260.38 16.95 1.78 0.105 0.210 compact 277.79 16.65 1.75 0.105 0.210 compact 295.20 13.28 1.40 0.105 0.211 compact 312.61 6.95 0.75 0.108 0.215 compact 330.02 14.11 1.52 0.108 0.215 compact 347.43 32.62 3.12 0.096 0.191 compact 363.10 16.81 1.44 0.086 0.171 compact 378.77 8.34 0.60 0.071 0.143 compact 394.44 10.17 0.89 0.087 0.174 compact 410.11 13.83 1.19 0.086 0.172 compact 425.78 14.63 1.26 0.086 0.172 compact 441.45 13.03 1.13 0.086 0.173 compact 457.12 9.12 0.80 0.088 0.175 compact 472.79 6.57 0.56 0.086 0.171 compact 488.49 16.35 0.00 0.000 0.000 compact 504.28 31.71 0.00 0.000 0.000 compact 521.74 14.50 0.00 0.000 0.000 compact 539.21 6.21 0.00 0.000 0.000 compact 556.68 13.79 0.00 0.000 0.000 compact 574.16 17.55 0.00 0.000 0.000 compact 591.63 18.42 0.00 0.000 0.000 compact 609.10 16.11 0.00 0.000 0.000 compact 626.57 10.35 0.00 0.000 0.000 compact 644.03 0.00 0.00 0.000 0.000 compact Bearing Stiffener Stress Girder 8 Bearing Stiffeners Location Service Allowable Actual Ratio Allowable Actual Ratio from Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress 0.00 165.39 49.95 5.30 0.106 67.55 7.53 0.111 79.70 493.44 49.95 15.81 0.316 67.55 22.46 0.332 190.75 729.30 49.95 23.36 0.468 67.55 33.19 0.491 347.43 807.69 49.84 23.54 0.472 67.55 36.76 0.544 504.28 758.43 49.84 22.10 0.444 67.55 34.52 0.511 644.03 320.61 49.84 9.34 0.187 67.55 14.59 0.216 Fatigue Stress Girder 8 Fatigue Summary Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) (k-ft) Range Range Girder Base metal 7.97 B 237.65 1.55 8.00 0.193 Base metal 15.94 B 413.94 2.70 8.00 0.337 Base metal 23.91 B 541.76 3.54 8.00 0.443 Base metal 31.88 B 628.73 4.13 8.00 0.516 Base metal 39.85 B 668.48 4.43 8.00 0.553 Base metal 47.82 B 681.59 4.56 8.00 0.570 Base metal 55.79 B 645.06 4.40 8.00 0.551 Base metal 63.76 C 585.75 2.02 5.00 0.405 Base metal 71.73 C 579.07 2.24 5.00 0.448 Base metal 79.70 C 610.52 2.52 5.00 0.504 Base metal 90.80 C 424.33 0.40 5.00 0.080 Base metal 101.91 B 566.88 3.13 8.00 0.391 Base metal 113.01 B 739.12 3.59 8.00 0.448 Base metal 124.12 B 811.69 3.82 8.00 0.477 Base metal 135.22 B 911.76 4.44 8.00 0.556 Base metal 146.33 B 957.26 4.50 8.00 0.563 Base metal 157.43 C 875.38 0.91 5.00 0.181 Base metal 168.54 C 812.72 0.84 5.00 0.168 Base metal 179.64 C 805.80 0.83 5.00 0.167 Base metal 190.75 C 997.50 1.03 5.00 0.207 Base metal 206.41 C 853.68 0.88 5.00 0.177 Near flg-web weld 7.97 B 237.65 1.51 8.00 0.189 Near flg-web weld 15.94 B 413.94 2.63 8.00 0.329 Near flg-web weld 23.91 B 541.76 3.46 8.00 0.432 Near flg-web weld 31.88 B 628.73 4.03 8.00 0.504 Near flg-web weld 39.85 B 668.48 4.32 8.00 0.540 Near flg-web weld 47.82 B 681.59 4.46 8.00 0.557 Near flg-web weld 55.79 B 645.06 4.30 8.00 0.538 Near flg-web weld 63.76 B 585.75 3.43 8.00 0.429 Near flg-web weld 71.73 B 579.07 2.11 8.00 0.264 Near flg-web weld 79.70 B 610.52 2.38 8.00 0.297 Near flg-web weld 90.80 B 424.33 0.38 8.00 0.047 Near flg-web weld 101.91 B 566.88 2.91 8.00 0.364 Near flg-web weld 113.01 B 739.12 3.33 8.00 0.417 Near flg-web weld 124.12 B 811.69 3.66 8.00 0.458 Near flg-web weld 135.22 B 911.76 4.11 8.00 0.514 Near flg-web weld 146.33 B 957.26 4.32 8.00 0.540 Near flg-web weld 157.43 B 875.38 3.08 8.00 0.385 Near flg-web weld 168.54 B 812.72 0.78 8.00 0.098 Near flg-web weld 179.64 B 805.80 0.78 8.00 0.098 Near flg-web weld 190.75 B 997.50 0.97 8.00 0.121 Near flg-web weld 206.41 B 853.68 0.83 8.00 0.104 Top Flg. splice 59.05 B 623.53 2.15 8.00 0.269 Top Flg. splice 104.04 B 597.59 1.43 8.00 0.178 Top Flg. splice 151.63 B 934.02 2.45 8.00 0.306 Top Flg. splice 214.50 B 1040.37 1.77 8.00 0.221 Bot.Flg. splice 59.05 B 623.53 4.30 8.00 0.538 Bot.Flg. splice 104.04 B 597.59 3.55 8.00 0.444 Bot.Flg. splice 151.63 B 934.02 4.79 8.00 0.599 Bot.Flg. splice 214.50 B 1040.37 2.86 8.00 0.358 Trans. stiff. toe 143.16 C' 944.27 4.47 6.00 0.744 Rebars 79.70 984.14 7.20 20.00 0.360 Rebars 190.75 1566.88 4.94 20.00 0.247 Base metal 222.08 B 1193.43 2.37 8.00 0.296 Base metal 237.75 B 1442.48 2.90 8.00 0.362 Base metal 253.42 B 1559.01 3.20 8.00 0.400 Base metal 269.09 B 1567.71 3.24 8.00 0.405 Base metal 284.76 B 1574.77 3.23 8.00 0.403 Base metal 300.43 B 1457.11 2.92 8.00 0.365 Base metal 316.10 B 1207.31 2.39 8.00 0.299 Base metal 331.76 C 897.86 0.78 5.00 0.157 Base metal 347.43 C 944.12 0.82 5.00 0.165 Base metal 363.12 C 886.53 0.77 5.00 0.155 Base metal 378.80 C 1128.47 0.99 5.00 0.197 Base metal 394.49 B 1349.33 3.06 8.00 0.383 Base metal 410.17 B 1432.67 3.25 8.00 0.406 Base metal 425.85 B 1378.98 3.12 8.00 0.390 Base metal 441.54 B 1349.85 3.04 8.00 0.380 Base metal 457.22 B 1232.24 2.77 8.00 0.347 Base metal 472.91 C 1010.66 0.88 5.00 0.176 Base metal 488.59 C 759.64 1.57 5.00 0.314 Base metal 504.28 C 888.08 2.02 5.00 0.404 Base metal 518.25 C 871.08 1.83 5.00 0.365 Base metal 532.23 C 1060.55 1.86 5.00 0.371 Base metal 546.20 B 1273.98 2.87 8.00 0.358 Base metal 560.18 B 1382.52 3.07 8.00 0.383 Base metal 574.15 B 1413.08 3.10 8.00 0.388 Base metal 588.13 B 1372.86 2.99 8.00 0.374 Base metal 602.10 B 1240.52 2.69 8.00 0.336 Base metal 616.08 B 994.40 2.14 8.00 0.268 Base metal 630.05 B 595.06 1.28 8.00 0.159 Near flg-web weld 222.08 B 1193.43 2.22 8.00 0.277 Near flg-web weld 237.75 B 1442.48 2.68 8.00 0.335 Near flg-web weld 253.42 B 1559.01 2.89 8.00 0.362 Near flg-web weld 269.09 B 1567.71 2.91 8.00 0.364 Near flg-web weld 284.76 B 1574.77 2.92 8.00 0.365 Near flg-web weld 300.43 B 1457.11 2.70 8.00 0.338 Near flg-web weld 316.10 B 1207.31 2.24 8.00 0.280 Near flg-web weld 331.76 B 897.86 0.74 8.00 0.093 Near flg-web weld 347.43 B 944.12 0.78 8.00 0.097 Near flg-web weld 363.12 B 886.53 0.73 8.00 0.091 Near flg-web weld 378.80 B 1128.47 2.81 8.00 0.351 Near flg-web weld 394.49 B 1349.33 2.69 8.00 0.336 Near flg-web weld 410.17 B 1432.67 2.86 8.00 0.357 Near flg-web weld 425.85 B 1378.98 2.75 8.00 0.344 Near flg-web weld 441.54 B 1349.85 2.69 8.00 0.336 Near flg-web weld 457.22 B 1232.24 2.46 8.00 0.307 Near flg-web weld 472.91 B 1010.66 0.83 8.00 0.104 Near flg-web weld 488.59 B 759.64 1.48 8.00 0.185 Near flg-web weld 504.28 B 888.08 1.91 8.00 0.239 Near flg-web weld 518.25 B 871.08 1.73 8.00 0.216 Near flg-web weld 532.23 B 1060.55 2.88 8.00 0.360 Near flg-web weld 546.20 B 1273.98 2.73 8.00 0.341 Near flg-web weld 560.18 B 1382.52 2.92 8.00 0.365 Near flg-web weld 574.15 B 1413.08 2.95 8.00 0.369 Near flg-web weld 588.13 B 1372.86 2.85 8.00 0.356 Near flg-web weld 602.10 B 1240.52 2.55 8.00 0.319 Near flg-web weld 616.08 B 994.40 2.04 8.00 0.255 Near flg-web weld 630.05 B 595.06 1.21 8.00 0.152 Top Flg. splice 318.96 B 1155.19 1.98 8.00 0.247 Top Flg. splice 387.15 B 1263.18 2.15 8.00 0.268 Top Flg. splice 468.11 B 1081.50 1.82 8.00 0.228 Top Flg. splice 533.04 B 1072.30 2.03 8.00 0.253 Top Flg. splice 644.03 B 0.02 0.00 8.00 0.000 Bot.Flg. splice 318.96 B 1155.19 3.34 8.00 0.417 Bot.Flg. splice 387.15 B 1263.18 3.75 8.00 0.469 Bot.Flg. splice 468.11 B 1081.50 3.19 8.00 0.399 Bot.Flg. splice 533.04 B 1072.30 3.01 8.00 0.376 Bot.Flg. splice 644.03 B 0.02 0.00 8.00 0.000 Trans. stiff. toe 260.38 C' 1562.87 3.15 6.00 0.526 Full depth conn PL 277.79 C' 1571.63 3.17 6.00 0.528 Rebars 347.43 1453.99 4.88 20.00 0.244 Rebars 504.28 1356.76 4.56 20.00 0.228 Allowable range determined by: Life 75 yrs Avg daily trk traffic 4000 Max Performance Ratios Girder 8 Maximum Performance Ratios Criterion Location Max ft Performance Ratio Shear 190.75 0.962 Bending 347.43 0.679 Fatigue 143.16 0.744 Bearing Stf. 347.43 0.544 Shear Connectors - 2003 Guide Spec Fatigue Truck Maximum Pitch for 0.875 x 4.50 Stud Connectors for Fatigue Tenth Location Shear Studs in Max Pitch Point Range a Line (k ) (in) 0 0.00 18.76 T 2 14.02 1 7.97 13.90 T 2 18.62 2 15.94 12.08 T 2 21.12 3 23.91 17.41 T 2 14.47 4 31.88 19.38 T 2 12.85 5 39.85 19.81 T 2 12.45 6 47.82 22.23 T 2 11.01 7 55.79 22.33 T 2 10.96 8 63.76 25.82 T 2 9.94 9 71.73 27.88 T 2 9.20 10 79.70 24.91 T 2 10.30 11 90.80 28.98 T 2 8.84 12 101.91 25.38 T 2 10.06 13 113.01 28.83 T 2 9.06 14 124.12 26.15 T 2 9.96 15 135.22 31.66 T 2 8.24 16 146.33 26.75 T 2 9.70 17 157.43 29.34 T 2 9.91 18 168.54 32.21 T 2 10.66 19 179.64 33.25 T 2 12.21 20 190.75 31.96 T 2 13.11 21 206.41 26.58 T 2 15.75 22 222.08 25.73 T 2 16.59 23 237.75 32.43 T 2 13.20 24 253.42 31.45 T 2 13.50 25 269.09 31.82 T 2 13.34 26 284.76 31.90 T 2 13.31 27 300.43 31.62 T 2 13.50 28 316.10 29.12 T 2 14.77 29 331.76 30.23 T 2 13.53 30 347.43 31.60 T 2 12.97 31 363.12 28.21 T 2 14.51 32 378.80 24.41 T 2 16.56 33 394.49 26.64 T 2 15.01 34 410.17 26.98 T 2 14.77 35 425.85 26.81 T 2 14.90 36 441.54 24.10 T 2 16.48 37 457.22 23.68 T 2 16.86 38 472.91 28.36 T 2 14.39 39 488.59 25.74 T 2 16.08 40 504.28 31.78 T 2 13.03 41 518.25 28.08 T 2 14.74 42 532.23 27.28 T 2 15.17 43 546.20 31.14 T 2 13.27 44 560.18 30.62 T 2 13.50 45 574.15 38.99 T 2 10.60 46 588.13 30.67 T 2 13.48 47 602.10 29.13 T 2 14.19 48 616.08 25.58 T 2 16.16 49 630.05 26.79 T 2 15.43 50 644.03 29.17 T 2 14.17 Minimum Total Number of Connectors for Ultimate Strength Beg TP End TP Beg Loc End Loc Number 0 4 0.00 31.88 73 4 10 31.88 79.70 112 10 14 79.70 124.12 149 14 20 124.12 190.75 149 20 25 190.75 269.09 149 25 30 269.09 347.43 149 30 35 347.43 425.85 149 35 40 425.85 504.28 149 40 46 504.28 588.13 148 46 50 588.13 644.03 97 Weight Volume Weight cu ft k Top Flange 176.51 86.49 Web 205.48 100.68 Bottom Flange 223.51 109.52 Flange-Web Weld 0.43 Bearing Stiffeners 5.26 2.58 Intermediate Stiff. 8.24 4.04 Steel in extensions 0.78 Total Steel 304.51 Slab 4640.30 696.04 Flange Haunch 626.65 94.00 Concrete in extensions 1.57 Total Concrete 791.60 Total Steel and Concrete 1096.12 Does not include weight of bracing, which can be found in bracing output stiffness tables. (Noncomposite weight data used in girder input is used for analysis loading.) Deflections Girder 8 Service Deflections - in Tenth Total Steel Wet Super- Max Max Pt Noncomp Con- Imposed LL+I LL+I Dead crete Dead Down Up Support 0.000 0.000 0.000 0.000 0.000 0.000 1 0.182 0.047 0.135 0.014 0.106 0.029 2 0.321 0.084 0.237 0.025 0.190 0.054 3 0.416 0.110 0.307 0.032 0.255 0.075 4 0.469 0.125 0.344 0.036 0.299 0.093 5 0.457 0.123 0.334 0.035 0.307 0.102 6 0.388 0.108 0.281 0.030 0.287 0.104 7 0.293 0.084 0.209 0.023 0.242 0.095 8 0.161 0.050 0.110 0.013 0.167 0.077 9 0.071 0.024 0.047 0.006 0.090 0.044 Support 0.000 0.000 0.000 0.000 0.000 0.000 11 0.046 -0.004 0.050 0.003 0.142 0.047 12 0.165 0.006 0.159 0.011 0.295 0.079 13 0.282 0.015 0.267 0.019 0.429 0.102 14 0.317 0.009 0.309 0.023 0.510 0.129 15 0.279 -0.010 0.289 0.021 0.532 0.148 16 0.169 -0.038 0.207 0.015 0.493 0.154 17 0.036 -0.063 0.099 0.006 0.394 0.141 18 -0.058 -0.070 0.012 -0.002 0.269 0.110 19 -0.084 -0.052 -0.032 -0.004 0.130 0.063 Support 0.000 0.000 0.000 0.000 0.000 0.000 21 0.339 0.139 0.200 0.022 0.230 0.073 22 0.782 0.305 0.477 0.051 0.462 0.120 23 1.190 0.453 0.737 0.078 0.658 0.147 24 1.460 0.548 0.912 0.096 0.789 0.155 25 1.538 0.573 0.965 0.101 0.837 0.156 26 1.409 0.525 0.885 0.092 0.794 0.161 27 1.101 0.412 0.689 0.072 0.668 0.151 28 0.680 0.259 0.422 0.044 0.472 0.123 29 0.256 0.102 0.154 0.016 0.237 0.075 Support 0.000 0.000 0.000 0.000 0.000 0.000 31 0.078 0.009 0.069 0.008 0.218 0.080 32 0.353 0.086 0.266 0.028 0.436 0.132 33 0.657 0.178 0.479 0.051 0.614 0.158 34 0.877 0.247 0.630 0.067 0.725 0.165 35 0.945 0.271 0.674 0.071 0.761 0.155 36 0.845 0.245 0.600 0.064 0.711 0.150 37 0.604 0.175 0.430 0.047 0.589 0.140 38 0.297 0.084 0.213 0.024 0.409 0.114 39 0.040 0.009 0.031 0.004 0.200 0.069 Support 0.000 0.000 0.000 0.000 0.000 0.000 41 0.251 0.080 0.171 0.016 0.172 0.066 42 0.670 0.211 0.459 0.044 0.340 0.110 43 1.137 0.357 0.780 0.076 0.483 0.135 44 1.530 0.480 1.050 0.102 0.581 0.144 45 1.766 0.553 1.213 0.118 0.623 0.140 46 1.796 0.561 1.234 0.120 0.601 0.126 47 1.612 0.504 1.109 0.108 0.520 0.102 48 1.221 0.381 0.840 0.082 0.384 0.072 49 0.661 0.206 0.455 0.044 0.204 0.037 Support 0.000 0.000 0.000 0.000 0.000 0.000 Influence surfaces for defl developed assuming unequal participation of girders in resisting deflection. Loc Brace 16.12 0.324 0.085 0.239 0.025 0.192 0.054 Brace 32.07 0.469 0.125 0.344 0.036 0.299 0.093 Brace 47.96 0.387 0.107 0.280 0.030 0.287 0.104 Brace 63.83 0.160 0.050 0.109 0.013 0.167 0.076 Brace 79.70 0.000 0.000 0.000 0.000 0.000 0.000 Brace 95.56 0.088 -0.002 0.090 0.005 0.206 0.063 Brace 111.42 0.270 0.015 0.256 0.018 0.413 0.099 Brace 127.28 0.314 0.005 0.309 0.023 0.522 0.136 Brace 143.15 0.203 -0.031 0.233 0.017 0.510 0.154 Brace 159.01 0.021 -0.065 0.086 0.004 0.378 0.137 Brace 174.87 -0.086 -0.064 -0.022 -0.004 0.189 0.085 Brace 190.75 0.000 0.000 0.000 0.000 0.000 0.000 Brace 208.16 0.383 0.156 0.227 0.025 0.255 0.079 Web Spl 213.85 0.536 0.215 0.321 0.035 0.340 0.099 Brace 225.56 0.876 0.340 0.536 0.057 0.509 0.128 Brace 242.97 1.295 0.490 0.805 0.085 0.709 0.151 Brace 260.38 1.518 0.568 0.951 0.100 0.820 0.156 Brace 277.79 1.488 0.554 0.934 0.098 0.823 0.160 Brace 295.20 1.216 0.454 0.762 0.079 0.718 0.156 Brace 312.61 0.774 0.293 0.481 0.050 0.519 0.131 Brace 330.02 0.295 0.117 0.179 0.018 0.264 0.081 Brace 347.43 0.000 0.000 0.000 0.000 0.000 0.000 Brace 363.10 0.078 0.009 0.069 0.008 0.218 0.080 Brace 378.77 0.352 0.086 0.266 0.028 0.435 0.132 Brace 394.44 0.656 0.178 0.478 0.051 0.613 0.158 Brace 410.11 0.876 0.247 0.629 0.066 0.725 0.165 Brace 425.78 0.945 0.271 0.674 0.071 0.761 0.155 Brace 441.45 0.846 0.245 0.601 0.064 0.711 0.150 Brace 457.12 0.606 0.175 0.431 0.047 0.590 0.140 Brace 472.79 0.299 0.085 0.214 0.024 0.411 0.115 Brace 488.49 0.041 0.009 0.032 0.005 0.201 0.069 Brace 504.28 0.000 0.000 0.000 0.000 0.000 0.000 Brace 521.74 0.340 0.108 0.232 0.022 0.214 0.079 Brace 539.21 0.898 0.283 0.615 0.060 0.415 0.125 Brace 556.68 1.446 0.454 0.993 0.097 0.562 0.143 Brace 574.16 1.766 0.553 1.213 0.118 0.623 0.140 Brace 591.63 1.770 0.553 1.216 0.119 0.586 0.121 Brace 609.10 1.438 0.449 0.989 0.096 0.457 0.087 Brace 626.57 0.810 0.253 0.557 0.054 0.251 0.046 Positive dead load deflection is downward. Live load deflection as indicated in column heading. Status run completed FILE=R9.WRN 1. AASHTO 10.48.5.3 violation (w/t ratio of stf.) near TP 11 (Web still considered stiffened for stress determ.) 2. AASHTO 10.48.5.3 violation (w/t ratio of stf.) near TP 37 (Web still considered stiffened for stress determ.) 3. Curved girder spec. (6-1) or (6-2) violation at point 19 4. Curved girder spec. (6-7a) or (6-7b) violation at point 19 5. Eqtn (5-7) violation at point 0 - Bot flange Limiting ratio: 23 Actual ratio: 23.46 6. Eqtn (5-7) violation at point 0 - Top flange Limiting ratio: 23 Actual ratio: 23.46 7. Uplift at reaction 1 - 3.17.1(a) 8. Violation of (6-13) in 6.5 of 2003 crvd gdr guide spec - bs/ts ratio. bs/ts =17.23 Limit =11.56 (Above warnings may not be comprehensive.) FILE=R9.OUT *************************************************************** MDX Steel Highway Girder Design Program, Version 6.5.1977 Load Factor Design - Composite Girder Copyright (c) 1992-2012 MDX Software, Inc. Ph:573-446-3221 Fax:573-446-3278 Email: support@mdxsoftware.com *************************************************************** Jul 23, 2013 - 4:43 pm Files: HS20 Load Rating.R9 R9.OUT Contents of data file- ************************************************** ID: HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING CONDITIONS ENGLISH OUTPUT FULL DEPTH CONNECTION PLATES INTERMEDIATE TRANSVERSE STIFFENERS ONE SIDE OF WEB LFD METHOD M270M-345 STEEL M270M-345 STIFFENER STEEL METRIC INPUT PARABOLIC INTERPOLATION RATE MODE SINGLE BEARING STIFFENERS EACH SIDE STANDARD RESOLUTION OUTPUT SYSTEM FORCES DATA BR 4.8734 4.8819 4.8882 4.894 4.9029 4.8966 4.895 4.8944 4.8952 4.8947 4.8947 4.8981 5.372 5.3724 5.3724 5.3719 5.372 5.3727 5.3719 5.3727 5.3732 4.8352 4.8355 4.8357 4.8358 4.8357 4.8356 4.8353 4.835 4.8299 4.811 5.3251 5.3251 5.3242 5.3251 5.3252 5.3251 5.3251 5.3221 BSPL 18.096 13.887 14.688 19.4 32.234 21.043 24.983 19.854 ESLABW 1980. 2023. 2066. 2128. 2191. 2253. 2316. 2379. 2442. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. 2460. FPC 31. HAUNCH 150. HAUNCW 835. IGIRD 9 RAD 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 244.342 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. SLABT 230. SLABWEAR 25. SPL 65.871 SPLBFT 26. 32. 38. 52. 70. 48. 64. 48. 64. SPLBFW 610. SPLTFT 26. 32. 32. 52. 52. 48. 38. 48. 38. SPLTFW 610. SPLTST 10. SPLTSW 180. SPLWT 16. 19. SPN 24.4403 34.2687 48.3512 48.3247 42.597 SS 25. STFGAP 0. SUPBST 30. SUPBSW 270. TSLABW 1980. 2023. 2066. 2128. 2191. 2253. 2316. 2379. 2442. 2505. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2570. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. 2568. TSPL 18.096 13.887 14.688 19.4 32.234 21.043 24.677 19.789 TSSP 4873. 4882. 4888. 4894. 9798. 4895. 4894. 4895. 4895. 4895. 10270. 5372. 5372. 5372. 5372. 5373. 5372. 5373. 10208. 4835. 4836. 4836. 4836. 4836. 4835. 4835. 4830. 10136. 5325. 5324. 5325. 5325. 5325. 5325. WCONC 23562.998 WEBSP 48.971 7.237 141.774 WEBV 1220. 1220. 1778. 1778. GO ************************************************** Case Data Girder 9 Case Data - HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING AASHTO Specification Load Factor Method 17th Edition Standard Specifications for Highway Bridges 2003 Horizontally Curved Steel Girder Guide Specification Dimensions (additional information available in Dimensions table) Given dimensions- Web Depth 70.00 in 70.00 in Web Thickness 0.63 in 0.75 in Trans. Stiff. Width 7.09 in 7.09 in Trans. Stiff. Thickness 0.39 in 0.39 in Bearing Stiff. Width 10.63 in 10.63 in 10.63 in 10.63 in 10.63 in 10.63 in Bearing Stiff. Thickness 1.18 in 1.18 in 1.18 in 1.18 in 1.18 in 1.18 in Execution Mode Rate Mode Geometry Brace locations 0.00 ft 15.99 ft 32.01 ft 48.04 ft 64.10 ft 80.18 ft 96.25 ft 112.31 ft 128.37 ft 144.43 ft 160.49 ft 176.55 ft 192.61 ft 210.24 ft 227.87 ft 245.49 ft 263.12 ft 280.74 ft 298.37 ft 315.99 ft 333.62 ft 351.25 ft 367.11 ft 382.98 ft 398.84 ft 414.71 ft 430.57 ft 446.44 ft 462.30 ft 478.16 ft 494.01 ft 509.79 ft 527.26 ft 544.73 ft 562.20 ft 579.67 ft 597.14 ft 614.62 ft 632.09 ft 649.55 ft Unbraced length of comp. flange at support 2 is 16.09 ft. Unbraced length of comp. flange at support 3 is 17.62 ft. Unbraced length of comp. flange at support 4 is 17.63 ft. Unbraced length of comp. flange at support 5 is 17.47 ft. Cover plates No cover plates Curvature Radius of curvature 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 801.65 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 2003 Guide Spec. for Horizontally Curved Steel Girder Bridges Flange splices Top flange splice locations 59.37 ft 104.93 ft 153.12 ft 216.77 ft 322.52 ft 391.56 ft 472.52 ft 537.45 ft Bottom flange splice locations 59.37 ft 104.93 ft 153.12 ft 216.77 ft 322.52 ft 391.56 ft 473.53 ft 538.66 ft Girder Type Plate Girder Composite Behavior Composite region for composite loading - 0. - 649.55 ft Span lengths 80.18 ft 112.43 ft 158.63 ft 158.55 ft 139.75 ft Stiffeners Bearing Stiffeners Single bearing stiffeners each side Longitudinal Stiffeners No longitudinal stiffener Transverse Stiffeners Transverse stiffeners one side only Stiffener transitions 15.99 ft 32.00 ft 48.04 ft 64.10 ft 80.18 ft 96.24 ft 112.30 ft 128.36 ft 176.54 ft 192.61 ft 210.23 ft 280.73 ft 298.36 ft 315.98 ft 333.61 ft 351.25 ft 367.10 ft 382.97 ft 446.43 ft 478.16 ft 494.00 ft 509.79 ft 527.26 ft 544.73 ft 562.19 ft 632.08 ft Stiffener clips 0.98 in Web Splices Web splice locations 216.11 ft Web haunches No web haunches Fatigue Allowable weld stress 18.00 ksi AWS minimum welds Fatigue stress category B flange splices Impact Impact factors assigned in GSA program Loading Load Factors gamma, beta 1.300 1.670 Constructibility 1.400 Forms weight factor 1.000 Unshored construction Material Concrete Unit wt of concrete 150. lb/cu ft Slab t for strength 8.07 in 8.07 in 8.07 in 8.07 in 8.07 in Concrete strength 4.50 ksi Effective slab width 77.95 in 79.65 in 81.34 in 83.78 in 86.26 in 88.70 in 91.18 in 93.66 in 96.14 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in 96.85 in Neg mom rebar area 7.82 in2 7.82 in2 7.82 in2 7.82 in2 Rebar placement from bottom of slab 4.55 in 4.55 in 4.55 in 4.55 in Negative mom. slab used in dead load 2 analysis Slab haunch 5.91 in 5.91 in 5.91 in 5.91 in 5.91 in Slab haunch width 32.87 in 32.87 in 32.87 in 32.87 in 32.87 in Self weight slab width by tenth pt 77.95 in 79.65 in 81.34 in 83.78 in 86.26 in 88.70 in 91.18 in 93.66 in 96.14 in 98.62 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.18 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in 101.10 in Steel Web splice section 1 Steel grade M270-50 Web splice section 2 Steel grade M270-50 Rebar yield 60.00 ksi Summary tables Standard resolution summary tables Units Input Units: Metric Output Units: U.S. Customary END OF CASE DATA * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * (Nonprismatic section used for this analysis.) Service load shear (kips) and moment (kip-ft) at span tenth points on web section 1 Max live load+impact shear 49.3T 46.3T 37.0T 33.0T 30.3T -28.2T -36.1T -43.0T -50.3T -58.6T -61.0T 65.6T 59.2T 46.8T 37.6T -39.7T -44.0T -52.8T -63.8T -67.6T -72.5T 83.8L Dead load 1 shear 38.7 29.2 18.4 8.5 -2.1 -12.3 -23.2 -33.7 -44.9 -56.1 -67.5 51.4 35.3 17.1 0.7 -18.5 -36.8 -53.8 -70.6 -84.0 -101.8 111.2 Dead load 2 shear 5.4 4.0 2.6 1.2 -0.2 -1.6 -3.0 -4.4 -5.8 -7.2 -8.6 8.2 13.8 13.7 14.9 -1.8 -3.8 -5.8 -7.7 -9.2 -11.2 11.1 (Shear value at an interior support is at left of support.) Max live load+impact moment 0.3T 331.6T 573.6T 732.1T 816.0T 817.0T 760.9T 654.7T 480.6L 376.1L 358.5L 291.5L 618.5T 926.5T 1089.5T 1153.1T 1083.4T 922.8T 684.3L 565.6L 572.7L 567.9L Min live load+impact moment -0.3T -86.4T -172.9T -245.1T -317.5T -377.7T -439.4T -493.2T -562.2L -666.4L -942.3L -473.6L -364.1T -374.2L -476.1L -604.7L -723.1L -830.6L -1049.7L -1415.2L -1956.0L -1042.2L Dead load 1 moment 0.0 272.1 466.5 574.5 602.5 544.5 403.5 175.4 -140.9 -545.4 -1038.8 -369.9 117.8 420.6 520.7 413.3 107.3 -401.4 -1101.2 -1974.6 -3018.8 -1054.7 Dead load 2 moment 0.0 37.9 64.6 79.6 83.5 76.1 57.6 27.7 -13.2 -65.1 -127.9 -46.8 13.2 51.7 67.1 59.0 27.7 -26.5 -101.9 -197.1 -311.5 -114.1 * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Rate Web depth = 70.0000 in Web thickness = 0.6250 in Tenth Top Flange Min Top Bott Flange Min Bott Flange to Web Weld Point Width Flange t Width Flange t Top Bott 0 24.02 1.024 24.02 1.024 5/16 5/16 1 24.02 1.024 24.02 1.024 5/16 5/16 2 24.02 1.024 24.02 1.024 5/16 5/16 3 24.02 1.024 24.02 1.024 5/16 5/16 4 24.02 1.024 24.02 1.024 5/16 5/16 5 24.02 1.024 24.02 1.024 5/16 5/16 6 24.02 1.024 24.02 1.024 5/16 5/16 7 24.02 1.024 24.02 1.024 5/16 5/16 8 24.02 1.260 24.02 1.260 5/16 5/16 9 24.02 1.260 24.02 1.260 5/16 5/16 10 24.02 1.260 24.02 1.260 5/16 5/16 11 24.02 1.260 24.02 1.260 5/16 5/16 12 24.02 1.260 24.02 1.260 5/16 5/16 13 24.02 1.260 24.02 1.496 5/16 5/16 14 24.02 1.260 24.02 1.496 5/16 5/16 15 24.02 1.260 24.02 1.496 5/16 5/16 16 24.02 1.260 24.02 1.496 5/16 5/16 17 24.02 2.047 24.02 2.047 5/16 5/16 18 24.02 2.047 24.02 2.047 5/16 5/16 19 24.02 2.047 24.02 2.047 5/16 5/16 20 24.02 2.047 24.02 2.047 5/16 5/16 21 24.02 2.047 24.02 2.047 5/16 5/16 2 - 10.75 x 1.125 brng. stf. at 0.00 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 80.18 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 192.61 ft from left end of web section 7.00 x 0.41 transverse stiffeners 1 stiffener space at 211.50 in (straddles web splice) Composite section properties at max positive moment - n = 8 I = 107441. in4 S (top steel) = 12060.50 in3 S (bottom steel) = 2565.52 in3 S (concrete) = 4968.36 in3 Neutral axis from bottom flange = 41.88 in Composite section properties at max positive moment - n = 24 I = 76739. in4 S (top steel) = 4309.75 in3 S (bottom steel) = 2326.75 in3 S (concrete) = 2514.19 in3 Neutral axis from bottom flange = 32.98 in Section properties of girder alone at max positive moment I = 45977. in4 S (top) = 1717.31 in3 S (bottom) = 1914.58 in3 Neutral axis from bottom flange = 24.01 in Section properties of girder alone at max negative moment I = 145505. in4 S (top) = 3927.55 in3 S (bottom) = 3927.54 in3 Neutral axis from bottom flange = 37.05 in Composite section properties at max negative moment I = 160812. in4 S (top of steel) = 4637.40 in3 S (bottom of steel) = 4079.70 in3 S (reinf) = 3732.64 in3 Neutral axis from bottom flange = 39.42 in * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Web Section 1 Stresses ----------------------- Factored Shear Factored Bending Tenth Shear Strength Moment Strength Point (k ) (k ) Ratio (k-ft) (k-ft) Ratio 0 164.4 649.8 (5) 0.253 0.6 6956.8 (10) 0.000 1 143.6 649.8 (5) 0.221 1122.9 8549.4 (20) 0.131 2 107.6 649.8 (5) 0.166 1935.8 9050.1 (20) 0.214 3 84.3 649.8 (5) 0.130 2439.8 9100.0 (20) 0.268 4 62.8 649.8 (5) 0.097 2663.4 9150.5 (20) 0.291 5 79.4 649.8 (5) 0.122 2580.4 9200.0 (20) 0.280 6 112.4 649.8 (5) 0.173 2251.3 9250.2 (20) 0.243 7 143.0 649.8 (5) 0.220 1685.5 9300.1 (20) 0.181 8 175.0 649.8 (5) 0.269 1420.9 7267.5 (10) 0.196 9 209.5 649.8 (5) 0.322 2240.3 7156.6 (10) 0.313 10L 231.2 649.8 (5) 0.356 3562.5 7120.3 (10) 0.500 10R 247.0 649.8 (5) 0.380 3562.5 7120.3 (10) 0.500 11 219.9 649.8 (5) 0.338 1570.0 6299.5 (10) 0.249 12 192.3 649.8 (5) 0.296 1513.0 9097.3 (10) 0.166 13 141.6 649.8 (5) 0.218 2625.4 9933.0 (10) 0.264 14 102.0 649.8 (5) 0.157 3129.4 9930.8 (10) 0.315 15 112.6 649.8 (5) 0.173 3117.5 10036.1 (10) 0.311 16 148.3 649.8 (5) 0.228 2527.5 10481.0 (10) 0.241 17 192.1 649.8 (5) 0.296 2359.4 10830.1 (9) 0.218 18 240.2 549.6 (5) 0.437 3842.9 11405.9 (10) 0.337 19 268.0 464.5 (5) 0.577 5895.6 13611.6 (10) 0.433 20L 304.2 445.8 (5) 0.682 8575.9 13542.3 (10) 0.633 20R 398.6 445.8 (5) 0.894 8575.9 13542.3 (10) 0.633 21 340.8 445.8 (5) 0.764 3782.1 16093.7 (9) 0.235 Stiffeners Location 96.24 208.1 649.8 (5) 0.320 112.30 148.9 649.8 (5) 0.229 128.36 105.0 649.8 (5) 0.162 144.42 138.1 649.8 (5) 0.212 160.48 198.9 649.8 (5) 0.306 176.54 256.1 497.6 (5) 0.515 210.23 335.0 445.8 (5) 0.751 (5) C 0.58 Fyw D t (20) compact section (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 1260.52 1516.74 3 3892.82 4329.38 Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 0.00 0.00 0.00 0.000 chk not rq 0.000 0.000 15.99 13.42 0.00 0.000 chk not rq 0.000 0.000 32.01 18.28 0.00 0.000 0.000 0.000 0.000 48.04 15.07 0.00 0.000 chk not rq 0.000 0.000 64.10 9.45 0.00 0.000 chk not rq 0.000 0.000 80.18 24.19 0.00 0.000 0.000 0.000 0.000 96.25 5.20 0.58 0.111 chk not rq 0.023 0.023 112.31 12.53 1.18 0.094 chk not rq 0.047 0.047 128.37 15.94 1.50 0.094 chk not rq 0.060 0.060 144.43 13.28 1.27 0.096 chk not rq 0.051 0.051 160.49 11.35 0.88 0.078 0.155 0.035 0.035 176.55 16.71 1.39 0.083 0.166 0.056 0.056 192.61 25.67 2.42 0.094 0.188 0.097 0.097 210.24 9.38 1.03 0.110 0.219 0.041 0.041 Bearing Stiffeners Location Factored Allowable Actual Ratio Allowable Actual Ratio From Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress (ft) (k ) (ksi) (ksi) (ksi) (ksi) 0.00 166.46 49.95 5.33 0.107 67.55 7.58 0.112 0.00 166.46 49.95 5.33 0.107 67.55 7.58 0.112 80.18 371.00 49.95 11.88 0.238 67.55 16.88 0.250 80.18 371.00 49.95 11.88 0.238 67.55 16.88 0.250 192.61 609.60 49.95 19.53 0.391 67.55 27.74 0.411 192.61 609.60 49.95 19.53 0.391 67.55 27.74 0.411 Fatigue Truck Loading Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) Range Range Girder Base metal 8.02 B 238.69 1.56 8.00 0.195 Base metal 16.04 B 431.31 2.83 8.00 0.353 Base metal 24.06 B 565.39 3.72 8.00 0.465 Base metal 32.07 B 650.40 4.31 8.00 0.538 Base metal 40.09 B 678.99 4.54 8.00 0.567 Base metal 48.11 B 697.49 4.70 8.00 0.588 Base metal 56.13 B 656.46 4.50 8.00 0.562 Base metal 64.15 C 587.85 2.04 5.00 0.408 Base metal 72.17 C 561.79 2.19 5.00 0.438 Base metal 80.18 C 624.00 2.44 5.00 0.488 Base metal 91.43 C 389.31 0.37 5.00 0.073 Base metal 102.67 B 547.11 3.01 8.00 0.377 Base metal 113.91 B 745.45 3.60 8.00 0.451 Base metal 125.16 B 843.45 3.97 8.00 0.496 Base metal 136.40 B 957.02 4.64 8.00 0.581 Base metal 147.64 B 1002.58 4.71 8.00 0.589 Base metal 158.89 C 952.25 0.99 5.00 0.197 Base metal 170.13 C 858.75 0.89 5.00 0.178 Base metal 181.37 C 846.36 0.88 5.00 0.175 Base metal 192.61 C 1011.36 1.05 5.00 0.209 Base metal 208.48 C 814.76 0.84 5.00 0.169 Near flg-web weld 8.02 B 238.69 1.52 8.00 0.190 Near flg-web weld 16.04 B 431.31 2.76 8.00 0.345 Near flg-web weld 24.06 B 565.39 3.63 8.00 0.454 Near flg-web weld 32.07 B 650.40 4.20 8.00 0.525 Near flg-web weld 40.09 B 678.99 4.43 8.00 0.553 Near flg-web weld 48.11 B 697.49 4.59 8.00 0.574 Near flg-web weld 56.13 B 656.46 4.39 8.00 0.549 Near flg-web weld 64.15 B 587.85 3.45 8.00 0.431 Near flg-web weld 72.17 B 561.79 2.07 8.00 0.259 Near flg-web weld 80.18 B 624.00 2.30 8.00 0.288 Near flg-web weld 91.43 B 389.31 0.35 8.00 0.043 Near flg-web weld 102.67 B 547.11 2.81 8.00 0.351 Near flg-web weld 113.91 B 745.45 3.36 8.00 0.420 Near flg-web weld 125.16 B 843.45 3.80 8.00 0.476 Near flg-web weld 136.40 B 957.02 4.32 8.00 0.540 Near flg-web weld 147.64 B 1002.58 4.52 8.00 0.565 Near flg-web weld 158.89 B 952.25 0.90 8.00 0.113 Near flg-web weld 170.13 B 858.75 0.82 8.00 0.103 Near flg-web weld 181.37 B 846.36 0.82 8.00 0.103 Near flg-web weld 192.61 B 1011.36 0.99 8.00 0.123 Near flg-web weld 208.48 B 814.76 0.79 8.00 0.099 Top Flg. splice 59.37 B 632.05 2.21 8.00 0.276 Top Flg. splice 104.93 B 583.73 1.44 8.00 0.180 Top Flg. splice 153.12 B 990.04 2.79 8.00 0.348 Top Flg. splice 216.77 B 1061.08 1.83 8.00 0.229 Bot.Flg. splice 59.37 B 632.05 4.37 8.00 0.546 Bot.Flg. splice 104.93 B 583.73 3.47 8.00 0.434 Bot.Flg. splice 153.12 B 990.04 5.13 8.00 0.641 Bot.Flg. splice 216.77 B 1061.08 2.91 8.00 0.364 Trans. stiff. toe 144.42 C' 989.52 4.73 6.00 0.788 Rebars 80.18 974.18 7.13 20.00 0.357 Rebars 192.61 1572.31 4.96 20.00 0.248 * wheel distribution given in GSA program * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Cost Schedule for Web Section 1 -------------------------------- lb Flange 51244.3 Web 24117.7 Web stiffeners 550.8 Bearing stiff. 1440.3 Total steel 77353.1 Welding Vol lbs Flange-web 506.5 143.6 Trans.stiff.-web ( 1/ 4 cont.) 42.7 12.1 Brng.stiff.( 1)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 2)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 3)-web( 5/16 cont.) 13.7 3.9 Total welding * 590.2 167.4 Total steel and weld 77520.5 Begin solution for web section 2. * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Service load shear (kips) and moment (kip-ft) at span tenth points on web section 2 Max live load+impact shear 71.3L 59.5L 47.9T -39.2T -50.0T -62.1T -73.4T -82.5T -93.8T 84.4L 71.1L 60.4L 48.7L -38.5L -48.0T -59.9T -72.7T -84.2T -95.8T 77.1L 66.6L 57.0T 48.4T 45.1T -35.0T -43.6T -54.2T -65.8T -71.2T Dead load 1 shear 88.7 59.4 27.4 -6.0 -39.2 -70.7 -98.4 -119.8 -145.1 111.3 86.0 62.0 33.7 4.1 -27.2 -57.8 -86.5 -111.3 -135.4 121.3 98.7 76.1 52.6 29.9 5.3 -19.7 -44.8 -69.5 -92.2 Dead load 2 shear 13.8 13.7 14.9 -0.6 -3.8 -6.9 -9.6 -11.8 -14.6 11.6 8.8 6.2 3.3 0.3 -2.9 -6.0 -9.0 -11.6 -14.2 12.5 10.0 7.7 5.3 2.9 0.4 -2.0 -4.5 -7.0 -9.4 (Shear value at an interior support is at left of support.) Max live load+impact moment 1234.7T 1806.9T 2159.9L 2284.1L 2183.2L 1852.5L 1305.0L 704.2L 629.7L 634.6L 1169.7T 1714.3T 2043.3L 2142.1L 2010.1T 1635.7T 1063.7T 450.1L 498.9L 605.7L 1100.7L 1542.5L 1841.3L 1997.7L 1988.5T 1813.7T 1448.6T 871.4T 0.0T Min live load+impact moment -881.6T -867.1L -937.6L -982.8L -1053.6L -1082.8L -1141.5L -1468.2L -2361.3L -1449.5L -1102.3L -1043.1L -1021.0L -963.5L -931.8L -871.5L -860.7L -1244.5L -2228.3L -1441.0L -1126.7L -984.0L -865.5L -739.5L -602.6L -459.0L -309.7L -156.1L 0.0L Dead load 1 moment 552.9 1708.9 2383.3 2547.2 2194.0 1335.0 -1.3 -1764.4 -3864.8 -1989.5 -424.4 760.2 1499.5 1769.7 1542.8 829.4 -338.7 -1902.1 -3839.6 -1989.2 -453.3 770.2 1671.7 2247.8 2480.3 2371.9 1921.4 1129.6 0.0 Dead load 2 moment 45.0 159.9 226.6 243.1 208.9 125.0 -6.0 -179.8 -389.3 -193.4 -31.8 89.1 163.6 190.3 166.5 93.2 -26.8 -188.6 -390.7 -199.4 -41.9 81.8 172.2 229.1 252.0 240.7 195.1 114.9 0.0 * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Rate Web depth = 70.0000 in Web thickness = 0.7500 in Tenth Top Flange Min Top Bott Flange Min Bott Flange to Web Weld Point Width Flange t Width Flange t Top Bott 22 24.02 2.047 24.02 2.756 5/16 5/16 23 24.02 2.047 24.02 2.756 5/16 5/16 24 24.02 2.047 24.02 2.756 5/16 5/16 25 24.02 2.047 24.02 2.756 5/16 5/16 26 24.02 2.047 24.02 2.756 5/16 5/16 27 24.02 2.047 24.02 2.756 5/16 5/16 28 24.02 2.047 24.02 2.756 5/16 5/16 29 24.02 1.890 24.02 1.890 5/16 5/16 30 24.02 1.890 24.02 1.890 5/16 5/16 31 24.02 1.890 24.02 1.890 5/16 5/16 32 24.02 1.890 24.02 1.890 5/16 5/16 33 24.02 1.496 24.02 2.520 5/16 5/16 34 24.02 1.496 24.02 2.520 5/16 5/16 35 24.02 1.496 24.02 2.520 5/16 5/16 36 24.02 1.496 24.02 2.520 5/16 5/16 37 24.02 1.496 24.02 2.520 5/16 5/16 38 24.02 1.890 24.02 1.890 5/16 5/16 39 24.02 1.890 24.02 1.890 5/16 5/16 40 24.02 1.890 24.02 1.890 5/16 5/16 41 24.02 1.890 24.02 1.890 5/16 5/16 42 24.02 1.496 24.02 1.890 5/16 5/16 43 24.02 1.496 24.02 2.520 5/16 5/16 44 24.02 1.496 24.02 2.520 5/16 5/16 45 24.02 1.496 24.02 2.520 5/16 5/16 46 24.02 1.496 24.02 2.520 5/16 5/16 47 24.02 1.496 24.02 2.520 5/16 5/16 48 24.02 1.496 24.02 2.520 5/16 5/16 49 24.02 1.496 24.02 2.520 5/16 5/16 50 24.02 1.496 24.02 2.520 5/16 5/16 2 - 10.75 x 1.125 brng. stf. at 135.14 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 293.68 ft from left end of web section 2 - 10.75 x 1.125 brng. stf. at 433.43 ft from left end of web section 7.00 x 0.41 transverse stiffeners 1 stiffener space at 211.50 in (straddles web splice) Composite section properties at max positive moment - n = 8 I = 317674. in4 S (top steel) = 13866.80 in3 S (bottom steel) = 6121.56 in3 S (concrete) = 9118.58 in3 Neutral axis from bottom flange = 51.89 in Composite section properties at max positive moment - n = 24 I = 235429. in4 S (top steel) = 7151.53 in3 S (bottom steel) = 5621.11 in3 S (concrete) = 5249.34 in3 Neutral axis from bottom flange = 41.88 in Section properties of girder alone at max positive moment I = 170472. in4 S (top) = 4174.19 in3 S (bottom) = 5019.25 in3 Neutral axis from bottom flange = 33.96 in Section properties of girder alone at max negative moment I = 138740. in4 S (top) = 3760.94 in3 S (bottom) = 3760.94 in3 Neutral axis from bottom flange = 36.89 in Composite section properties at max negative moment I = 154054. in4 S (top of steel) = 4460.38 in3 S (bottom of steel) = 3925.79 in3 S (reinf) = 3574.23 in3 Neutral axis from bottom flange = 39.24 in * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Web Section 2 Stresses ----------------------- Factored Shear Factored Bending Tenth Shear Strength Moment Strength Point (k ) (k ) Ratio (k-ft) (k-ft) Ratio 22 288.1 770.4 (5) 0.374 3457.8 24365.2 (6) 0.142 23 224.3 770.4 (5) 0.291 6352.3 23601.7 (6) 0.269 24 159.1 770.4 (5) 0.207 8082.1 23355.5 (6) 0.346 25 93.7 770.4 (5) 0.122 8586.1 23313.5 (6) 0.368 26 164.5 770.4 (5) 0.213 7863.6 23461.4 (6) 0.335 27 235.7 770.4 (5) 0.306 5919.7 23892.8 (6) 0.248 28 299.7 770.4 (5) 0.389 2823.7 24229.1 (9) 0.117 29 350.3 770.4 (5) 0.455 5715.0 15432.3 (9) 0.370 30L 411.3 770.4 (5) 0.534 10656.7 15385.8 (9) 0.693 30R 390.1 770.4 (5) 0.506 10656.7 15385.8 (9) 0.693 31 342.9 770.4 (5) 0.445 5984.6 15536.1 (9) 0.385 32 277.6 770.4 (5) 0.360 2986.2 15703.2 (9) 0.190 33 219.8 770.4 (5) 0.285 4825.9 22424.1 (6) 0.215 34 153.9 770.4 (5) 0.200 6598.1 21843.3 (6) 0.302 35 88.7 770.4 (5) 0.115 7198.6 21689.5 (6) 0.332 36 143.3 770.4 (5) 0.186 6585.9 21792.7 (6) 0.302 37 212.9 770.4 (5) 0.276 4750.6 22296.1 (6) 0.213 38 282.1 770.4 (5) 0.366 2343.7 15701.3 (9) 0.149 39 342.5 874.8 (5) 0.392 5419.7 15521.3 (10) 0.349 40L 402.3 875.6 (5) 0.459 10337.0 15389.9 (10) 0.672 40R 396.8 856.4 (5) 0.463 10337.0 15389.9 (10) 0.672 41 341.2 856.4 (5) 0.398 5973.6 15423.0 (10) 0.387 42 286.1 856.3 (5) 0.334 3089.7 15243.0 (10) 0.203 43 232.8 856.3 (5) 0.272 4456.3 23740.3 (20) 0.188 44 180.3 856.3 (5) 0.211 6394.5 23740.3 (20) 0.269 45 140.4 856.3 (5) 0.164 7556.9 23740.3 (20) 0.318 46 77.0 856.3 (5) 0.090 7869.0 23740.3 (20) 0.331 47 122.9 856.3 (5) 0.143 7333.8 23740.3 (20) 0.309 48 181.6 856.3 (5) 0.212 5896.2 23740.3 (20) 0.248 49 242.2 770.4 (5) 0.314 3509.7 23740.3 (20) 0.148 50 286.8 770.4 (5) 0.372 0.0 27809.7 (20) 0.000 Stiffeners Location 227.86 274.0 770.4 (5) 0.356 245.48 202.6 770.4 (5) 0.263 263.11 130.1 770.4 (5) 0.169 280.73 133.0 770.4 (5) 0.173 298.36 211.9 770.4 (5) 0.275 315.98 285.5 770.4 (5) 0.371 333.61 344.6 770.4 (5) 0.447 527.26 327.4 856.3 (5) 0.382 544.73 259.4 856.3 (5) 0.303 562.19 193.4 856.3 (5) 0.226 597.14 88.5 856.3 (5) 0.103 614.61 152.2 856.3 (5) 0.178 632.08 227.1 856.3 (5) 0.265 (5) C 0.58 Fyw D t (20) compact section (6) Fy S(equiv) Maximum moment in factored strength expression (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 1260.52 1516.74 3 3892.82 4329.38 Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 227.87 8.66 0.93 0.108 0.215 0.037 0.037 245.49 14.98 1.59 0.106 0.213 0.064 0.064 263.12 18.03 1.91 0.106 0.212 0.077 0.077 280.74 17.73 1.88 0.106 0.213 0.075 0.075 298.37 14.09 1.50 0.107 0.214 0.060 0.060 315.99 7.18 0.78 0.109 0.218 0.031 0.031 333.62 16.27 1.74 0.107 0.214 0.070 0.070 351.25 33.25 3.22 0.097 0.194 0.129 0.129 367.11 18.64 1.61 0.087 0.173 0.064 0.064 382.98 9.65 0.78 0.081 0.162 0.031 0.031 398.84 10.70 0.95 0.089 0.177 0.038 0.038 414.71 14.98 1.31 0.088 0.175 0.052 0.052 430.57 16.45 1.44 0.087 0.175 0.057 0.057 446.44 14.99 1.31 0.087 0.175 0.052 0.052 462.30 10.60 0.93 0.088 0.176 0.037 0.037 478.16 8.57 0.62 0.072 0.144 0.025 0.025 494.01 16.90 0.00 0.000 0.000 0.000 0.000 509.79 32.27 0.00 0.000 0.000 0.000 0.000 527.26 15.90 0.00 0.000 0.000 0.000 0.000 544.73 5.57 0.00 0.000 0.000 0.000 0.000 562.20 13.66 0.00 0.000 0.000 0.000 0.000 579.67 17.56 0.00 0.000 0.000 0.000 0.000 597.14 18.28 0.00 0.000 0.000 0.000 0.000 614.62 15.78 0.00 0.000 0.000 0.000 0.000 632.09 9.87 0.00 0.000 0.000 0.000 0.000 649.55 0.00 0.00 0.000 0.000 0.000 0.000 Bearing Stiffeners Location Factored Allowable Actual Ratio Allowable Actual Ratio From Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress (ft) (k ) (ksi) (ksi) (ksi) (ksi) 351.25 681.76 49.84 19.87 0.399 67.55 31.03 0.459 135.14 681.76 49.84 19.87 0.399 67.55 31.03 0.459 509.79 726.39 49.84 21.17 0.425 67.55 33.06 0.489 293.68 726.39 49.84 21.17 0.425 67.55 33.06 0.489 649.55 290.63 49.84 8.47 0.170 67.55 13.23 0.196 433.43 290.63 49.84 8.47 0.170 67.55 13.23 0.196 Fatigue Truck Loading Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) Range Range Girder Base metal 224.34 B 1256.41 2.49 8.00 0.311 Base metal 240.20 B 1573.72 3.15 8.00 0.393 Base metal 256.07 B 1716.45 3.49 8.00 0.436 Base metal 271.93 B 1731.77 3.54 8.00 0.442 Base metal 287.79 B 1774.20 3.60 8.00 0.451 Base metal 303.66 B 1651.13 3.30 8.00 0.413 Base metal 319.52 C 1364.39 1.18 5.00 0.236 Base metal 335.38 C 1018.99 0.89 5.00 0.178 Base metal 351.25 C 1000.50 0.87 5.00 0.175 Base metal 367.10 C 948.12 0.83 5.00 0.166 Base metal 382.96 C 1262.10 1.10 5.00 0.220 Base metal 398.81 B 1545.29 3.46 8.00 0.433 Base metal 414.67 B 1669.75 3.74 8.00 0.468 Base metal 430.52 B 1634.49 3.67 8.00 0.458 Base metal 446.37 B 1619.64 3.63 8.00 0.454 Base metal 462.23 B 1456.64 3.27 8.00 0.409 Base metal 478.08 C 1123.83 0.98 5.00 0.196 Base metal 493.94 C 779.56 1.67 5.00 0.334 Base metal 509.79 C 1074.75 2.38 5.00 0.477 Base metal 523.77 C 1008.72 2.16 5.00 0.432 Base metal 537.74 C 1217.04 2.47 5.00 0.495 Base metal 551.72 B 1450.95 3.29 8.00 0.411 Base metal 565.69 B 1586.62 3.54 8.00 0.443 Base metal 579.67 B 1617.76 3.58 8.00 0.447 Base metal 593.65 B 1548.44 3.40 8.00 0.425 Base metal 607.62 B 1376.82 3.00 8.00 0.375 Base metal 621.60 B 1070.58 2.32 8.00 0.290 Base metal 635.57 B 601.26 1.30 8.00 0.162 Near flg-web weld 224.34 B 1256.41 2.33 8.00 0.292 Near flg-web weld 240.20 B 1573.72 2.92 8.00 0.365 Near flg-web weld 256.07 B 1716.45 3.19 8.00 0.398 Near flg-web weld 271.93 B 1731.77 3.21 8.00 0.402 Near flg-web weld 287.79 B 1774.20 3.29 8.00 0.412 Near flg-web weld 303.66 B 1651.13 3.06 8.00 0.383 Near flg-web weld 319.52 B 1364.39 2.53 8.00 0.317 Near flg-web weld 335.38 B 1018.99 0.84 8.00 0.105 Near flg-web weld 351.25 B 1000.50 0.83 8.00 0.103 Near flg-web weld 367.10 B 948.12 0.78 8.00 0.098 Near flg-web weld 382.96 B 1262.10 3.14 8.00 0.393 Near flg-web weld 398.81 B 1545.29 3.08 8.00 0.385 Near flg-web weld 414.67 B 1669.75 3.33 8.00 0.416 Near flg-web weld 430.52 B 1634.49 3.26 8.00 0.407 Near flg-web weld 446.37 B 1619.64 3.23 8.00 0.404 Near flg-web weld 462.23 B 1456.64 2.90 8.00 0.363 Near flg-web weld 478.08 B 1123.83 2.80 8.00 0.350 Near flg-web weld 493.94 B 779.56 1.58 8.00 0.197 Near flg-web weld 509.79 B 1074.75 2.25 8.00 0.282 Near flg-web weld 523.77 B 1008.72 2.04 8.00 0.255 Near flg-web weld 537.74 B 1217.04 2.37 8.00 0.297 Near flg-web weld 551.72 B 1450.95 3.13 8.00 0.391 Near flg-web weld 565.69 B 1586.62 3.37 8.00 0.421 Near flg-web weld 579.67 B 1617.76 3.40 8.00 0.425 Near flg-web weld 593.65 B 1548.44 3.23 8.00 0.404 Near flg-web weld 607.62 B 1376.82 2.85 8.00 0.357 Near flg-web weld 621.60 B 1070.58 2.21 8.00 0.276 Near flg-web weld 635.57 B 601.26 1.24 8.00 0.155 Top Flg. splice 322.52 B 1303.53 2.32 8.00 0.290 Top Flg. splice 391.56 B 1435.50 2.50 8.00 0.312 Top Flg. splice 472.52 B 1241.86 2.16 8.00 0.270 Top Flg. splice 537.45 B 1212.35 2.47 8.00 0.309 Top Flg. splice 649.55 B 0.01 0.00 8.00 0.000 Bot.Flg. splice 322.52 B 1303.53 3.79 8.00 0.474 Bot.Flg. splice 391.56 B 1435.50 4.22 8.00 0.528 Bot.Flg. splice 473.53 B 1220.66 3.61 8.00 0.452 Bot.Flg. splice 538.66 B 1231.66 3.51 8.00 0.439 Bot.Flg. splice 649.55 B 0.01 0.00 8.00 0.000 Trans. stiff. toe 280.73 C' 1755.31 3.54 6.00 0.589 Full depth conn PL 280.74 C' 1755.33 3.54 6.00 0.589 Rebars 351.25 1531.14 5.14 20.00 0.257 Rebars 509.79 1631.18 5.48 20.00 0.274 * wheel distribution given in GSA program * * * * * * * * * * * * * * * R A T E M O D E * * * * * * * * * * * * * * * Cost Schedule for Web Section 2 -------------------------------- lb Flange 146451.5 Web 77431.3 Web stiffeners 1467.6 Bearing stiff. 1440.3 Total steel 226790.8 Welding Vol lbs Flange-web 1015.9 288.1 Trans.stiff.-web ( 1/ 4 cont.) 113.8 32.3 Brng.stiff.( 1)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 2)-web( 5/16 cont.) 13.7 3.9 Brng.stiff.( 3)-web( 5/16 cont.) 13.7 3.9 Total welding * 1170.6 331.9 Total steel and weld 227122.7 Summary Tables Governing Service Shear Girder 9 Service Shear -k Tenth Location Noncomp Comp Max LL+I Range Point Dead Dead 0 0.00 38.69 5.43 49.32 T 60.84 1 8.02 29.15 4.03 46.26 T 57.69 2 16.04 18.37 2.57 37.03 T 47.57 3 24.06 8.54 1.17 33.00 T 50.96 4 32.07 -2.15 -0.22 30.32 T 51.67 5 40.09 -12.35 -1.62 -28.23 T 52.22 6 48.11 -23.17 -3.02 -36.09 T 64.07 7 56.13 -33.74 -4.43 -43.01 T 59.97 Top flg.spl. 59.37 -38.17 -4.98 -45.91 59.51 Bot flg.spl. 59.37 -38.17 -4.98 -45.91 59.51 8 64.15 -44.85 -5.77 -50.29 T 60.12 9 72.17 -56.06 -7.17 -58.63 T 68.48 10 80.18L -67.46 -8.57 -60.95 T 69.13 10 80.18R 67.55 8.20 68.41 T 86.89 11 91.43 51.44 8.20 65.59 T 84.16 12 102.67 35.32 13.83 59.15 T 81.21 Top flg.spl. 104.93 31.82 14.27 57.14 79.84 Bot flg.spl. 104.93 31.82 14.27 57.14 79.84 13 113.91 17.06 13.74 46.79 T 71.83 14 125.16 0.74 14.91 37.63 T 67.38 15 136.40 -18.47 -1.76 -39.75 T 71.51 16 147.64 -36.80 -3.85 -43.97 T 68.49 Top flg.spl. 153.12 -45.24 -4.82 -47.70 68.65 Bot flg.spl. 153.12 -45.24 -4.82 -47.70 68.65 17 158.89 -53.78 -5.81 -52.81 T 69.98 18 170.13 -70.64 -7.68 -63.75 T 77.85 19 181.37 -83.99 -9.20 -67.65 T 79.32 20 192.61L -101.81 -11.16 -72.46 T 83.65 20 192.61R 136.42 13.83 93.63 L 116.65 21 208.48 111.21 11.06 83.77 L 108.35 Top flg.spl. 216.77 100.27 12.87 77.19 103.14 Bot flg.spl. 216.77 100.27 12.87 77.19 103.14 22 224.34 88.67 13.83 71.33 L 98.71 23 240.20 59.39 13.74 59.53 L 90.45 24 256.07 27.44 14.91 47.94 T 81.03 25 271.93 -6.03 -0.56 -39.23 T 76.25 26 287.79 -39.24 -3.80 -49.98 T 80.67 27 303.66 -70.69 -6.88 -62.13 T 89.75 28 319.52 -98.40 -9.63 -73.37 T 95.79 Top flg.spl. 322.52 -102.93 -10.09 -75.26 96.88 Bot flg.spl. 322.52 -102.93 -10.09 -75.26 96.88 29 335.38 -119.78 -11.82 -82.54 T 101.31 30 351.25L -145.08 -14.60 -93.81 T 111.35 30 351.25R 130.89 13.74 93.09 L 112.15 31 367.10 111.33 11.58 84.35 L 105.68 32 382.96 86.02 8.81 71.08 L 95.85 Top flg.spl. 391.56 73.51 7.45 65.40 93.03 Bot flg.spl. 391.56 73.51 7.45 65.40 93.03 33 398.81 62.00 6.23 60.39 L 90.27 34 414.67 33.72 3.31 48.69 L 83.02 35 430.52 4.14 0.29 -38.46 L 76.65 36 446.37 -27.20 -2.88 -47.98 T 78.17 37 462.23 -57.84 -6.00 -59.86 T 84.82 Top flg.spl. 472.52 -76.93 -7.96 -68.38 90.88 Bot flg.spl. 473.53 -78.70 -8.14 -69.18 91.47 38 478.08 -86.54 -8.95 -72.74 T 94.10 39 493.94 -111.28 -11.59 -84.19 T 103.07 40 509.79L -135.36 -14.18 -95.76 T 114.95 40 509.79R 143.56 14.91 87.86 L 96.40 41 523.77 121.26 12.47 77.09 L 87.71 Top flg.spl. 537.45 99.20 10.10 66.85 80.59 42 537.74 98.72 10.05 66.64 L 80.46 Bot flg.spl. 538.66 97.24 9.89 65.98 80.07 43 551.72 76.14 7.67 57.04 T 75.71 44 565.69 52.56 5.29 48.38 T 69.06 45 579.67 29.85 2.86 45.10 T 77.85 46 593.65 5.29 0.41 -34.99 T 67.04 47 607.62 -19.67 -2.03 -43.60 T 71.10 48 621.60 -44.80 -4.50 -54.15 T 76.41 49 635.57 -69.51 -7.00 -65.75 T 81.33 50 649.55 -92.22 -9.45 -71.23 T 83.50 Ranges shown in this table not used for fatigue. T - governed by truck loading L - governed by lane loading Fatigue Truck Shear 2003 Guide Spec Girder 9 2003 Guide Spec Fatigue Truck Shear - k Tenth Pt Max LL+I Range 0 26.52 28.69 1 22.23 24.41 2 19.68 22.16 3 16.58 23.01 4 13.83 22.55 5 -13.41 24.55 6 -16.95 28.06 7 -22.88 28.86 8 -27.36 29.64 9 -34.11 35.19 10 -33.25 34.32 10R 27.23 30.34 11 36.67 39.78 12 32.54 35.79 13 26.19 33.40 14 18.98 30.00 15 -19.84 35.34 16 -20.37 31.46 17 -28.84 34.59 18 -35.77 39.16 19 -38.54 40.39 20 -39.96 41.78 20R 27.09 29.12 21 39.47 41.50 22 33.30 37.07 23 28.43 39.92 24 24.08 39.67 25 -20.16 40.07 26 -24.16 39.98 27 -28.58 39.74 28 -33.57 39.29 29 -39.70 41.64 30 -40.97 42.91 30R 27.49 29.08 31 40.50 42.25 32 32.95 36.50 33 27.82 39.32 34 22.82 39.43 35 -20.90 39.54 36 -25.39 39.66 37 -30.03 39.83 38 -35.18 40.01 39 -40.92 43.05 40 -40.96 43.05 40R 27.34 28.10 41 39.32 40.08 42 33.95 36.79 43 29.95 37.67 44 26.90 36.77 45 23.61 39.42 46 -18.51 35.19 47 -21.14 33.91 48 -25.08 32.13 49 -31.74 34.36 50 -37.79 39.49 Reactions Girder 9 Factored Reactions - k Loc Noncomp Comp LL+I LL+I Max Min Dead Dead Max Min Total Total 0.00 52.80 7.18 106.49 -29.45 166.46 -6.11 * Steel 12.86 Conc 39.93 80.18 160.10 20.05 190.86 -47.16 371.00 65.79 Steel 34.24 Conc 125.86 192.61 296.06 31.08 282.46 -59.66 609.60 176.73 Steel 93.76 Conc 202.30 351.25 341.16 35.07 305.53 -55.81 681.76 229.54 Steel 112.93 Conc 228.24 509.79 362.81 37.80 325.78 -51.17 726.39 260.46 Steel 111.59 Conc 251.21 649.55 121.77 12.25 157.17 -29.18 291.19 63.40 Steel 38.37 Conc 83.40 * 3.17.1 D+2.0(LL+I) uplift check. [D and LL+I are factored effects] Unfactored Reactions - k Loc Noncomp Comp LL+I LL+I Max Min Dead Dead Max Min Total Total 0.00 40.61 5.52 49.05 -13.57 95.18 32.57 Steel 9.89 Conc 30.72 80.18 123.15 15.42 87.91 -21.72 226.49 116.85 Steel 26.34 Conc 96.81 192.61 227.74 23.91 130.11 -27.48 381.75 224.16 Steel 72.12 Conc 155.61 351.25 262.43 26.98 140.73 -25.71 430.14 263.70 Steel 86.87 Conc 175.57 509.79 279.08 29.08 150.06 -23.57 458.22 284.58 Steel 85.84 Conc 193.24 649.55 93.67 9.42 72.39 -13.44 175.49 89.65 Steel 29.52 Conc 64.15 Reactions in girder output include weight in girder extensions at abutments, which is not included in girder system output. Governing Service Moment Girder 9 Service Moment - k-ft Tenth Location Noncomp Comp Max LL+I Min LL+I Range Point Dead Dead 0 0.00 0.00 0.00 0.29 T -0.27 T 0.56 1 8.02 272.10 37.92 331.58 T -86.44 T 418.01 2 16.04 466.49 64.62 573.63 T -172.86 T 746.49 3 24.06 574.53 79.62 732.12 T -245.08 T 977.20 4 32.07 602.52 83.48 816.05 T -317.55 T 1133.59 5 40.09 544.53 76.10 816.96 T -377.67 T 1194.63 6 48.11 403.46 57.56 760.95 T -439.37 T 1200.32 7 56.13 175.45 27.69 654.72 T -493.21 T 1147.94 Top flg.spl 59.37 58.22 12.49 592.53 -519.28 1111.80 Bot.flg.spl 59.37 58.22 12.49 592.53 -519.28 1111.80 8 64.15 -140.91 -13.20 480.61 L -562.22 L 1042.83 9 72.17 -545.37 -65.07 376.05 L -666.41 L 1042.46 10 80.18 -1038.84 -127.88 358.51 L -942.29 L 1300.80 11 91.43 -369.94 -46.77 291.48 L -473.62 L 765.10 12 102.67 117.82 13.25 618.45 T -364.07 T 982.52 Top flg.spl 104.93 193.55 22.71 681.90 -356.49 1038.39 Bot.flg.spl 104.93 193.55 22.71 681.90 -356.49 1038.39 13 113.91 420.58 51.69 926.49 T -374.16 L 1300.64 14 125.16 520.71 67.10 1089.47 T -476.07 L 1565.54 15 136.40 413.31 58.98 1153.14 T -604.70 L 1757.84 16 147.64 107.31 27.74 1083.35 T -723.05 L 1806.41 Top flg.spl 153.12 -115.18 4.17 1016.49 -776.78 1793.27 Bot.flg.spl 153.12 -115.18 4.17 1016.49 -776.78 1793.27 17 158.89 -401.35 -26.55 922.84 T -830.56 L 1753.40 18 170.13 -1101.25 -101.91 684.30 L -1049.66 L 1733.96 19 181.37 -1974.55 -197.14 565.57 L -1415.21 L 1980.78 20 192.61 -3018.76 -311.54 572.69 L -1956.01 L 2528.70 21 208.48 -1054.71 -114.12 567.93 L -1042.20 L 1610.13 Top flg.spl 216.77 -158.19 -25.45 928.17 -940.00 1868.17 Bot.flg.spl 216.77 -158.19 -25.45 928.17 -940.00 1868.17 22 224.34 552.95 44.99 1234.68 T -881.55 T 2116.23 23 240.20 1708.94 159.87 1806.94 T -867.13 L 2674.07 24 256.07 2383.35 226.59 2159.89 L -937.59 L 3097.48 25 271.93 2547.18 243.12 2284.06 L -982.81 L 3266.87 26 287.79 2194.02 208.94 2183.22 L -1053.55 L 3236.77 27 303.66 1334.95 125.03 1852.50 L -1082.81 L 2935.31 28 319.52 -1.25 -6.04 1305.00 L -1141.54 L 2446.54 Top flg.spl 322.52 -302.18 -35.65 1195.39 -1182.80 2378.19 Bot.flg.spl 322.52 -302.18 -35.65 1195.39 -1182.80 2378.19 29 335.38 -1764.40 -179.81 704.16 L -1468.22 L 2172.38 30 351.25 -3864.84 -389.33 629.71 L -2361.27 L 2990.98 31 367.10 -1989.54 -193.42 634.64 L -1449.46 L 2084.10 32 382.96 -424.44 -31.78 1169.75 T -1102.31 L 2272.06 Top flg.spl 391.56 273.79 39.60 1492.05 -1065.55 2557.60 Bot.flg.spl 391.56 273.79 39.60 1492.05 -1065.55 2557.60 33 398.81 760.20 89.13 1714.30 T -1043.07 L 2757.37 34 414.67 1499.54 163.62 2043.27 L -1020.97 L 3064.25 35 430.52 1769.74 190.27 2142.15 L -963.45 L 3105.60 36 446.37 1542.76 166.52 2010.07 T -931.77 L 2941.85 37 462.23 829.39 93.23 1635.74 T -871.50 L 2507.24 Top flg.spl 472.52 116.00 20.06 1269.11 -819.56 2088.67 Bot.flg.spl 473.53 37.51 11.98 1232.41 -823.40 2055.81 38 478.08 -338.71 -26.80 1063.74 T -860.70 L 1924.45 39 493.94 -1902.10 -188.58 450.13 L -1244.50 L 1694.62 40 509.79 -3839.63 -390.68 498.86 L -2228.30 L 2727.16 41 523.77 -1989.18 -199.38 605.65 L -1441.01 L 2046.66 Top flg.spl 537.45 -482.56 -44.89 1090.72 -1131.56 2222.29 42 537.74 -453.25 -41.90 1100.66 L -1126.68 L 2227.34 Bot.flg.spl 538.66 -363.01 -32.71 1131.42 -1112.00 2243.41 43 551.72 770.16 81.82 1542.49 L -984.00 L 2526.49 44 565.69 1671.69 172.19 1841.29 L -865.53 L 2706.82 45 579.67 2247.80 229.12 1997.66 L -739.46 L 2737.13 46 593.65 2480.34 251.96 1988.49 T -602.55 L 2591.04 47 607.62 2371.90 240.68 1813.66 T -458.96 L 2272.62 48 621.60 1921.40 195.07 1448.56 T -309.68 L 1758.25 49 635.57 1129.56 114.88 871.45 T -156.14 L 1027.59 50 649.55 0.00 0.00 0.01 T -0.01 L 0.01 T - governed by truck loading L - governed by lane loading Range shown in this table not used for fatigue. At Bracing Brace No. 2 15.99 465.58 64.49 572.43 -172.38 3 32.01 602.64 83.49 815.68 -316.98 4 48.04 405.02 57.77 761.63 -438.88 5 64.10 -138.74 -12.92 481.45 -561.70 6 80.18 -1038.84 -127.88 358.51 -942.29 7 96.25 -138.55 -18.45 383.47 -382.65 8 112.31 389.78 47.62 891.41 -367.10 9 128.37 511.21 67.18 1117.78 -510.08 10 144.43 215.50 39.03 1112.57 -690.32 11 160.49 -489.32 -35.99 893.64 -854.94 12 176.55 -1578.71 -153.91 601.12 -1236.81 13 192.61 -3018.76 -311.54 572.69 -1956.01 14 210.24 -858.58 -94.56 608.83 -987.18 15 227.87 848.81 74.34 1369.99 -865.71 16 245.49 1987.23 187.46 1948.95 -881.18 17 263.12 2519.17 240.14 2243.31 -960.80 18 280.74 2413.52 230.28 2256.44 -1027.22 19 298.37 1674.45 158.25 1986.87 -1069.78 20 315.99 332.90 26.81 1431.41 -1105.30 21 333.62 -1551.55 -158.71 744.99 -1403.87 22 351.25 -3864.83 -389.33 629.71 -2361.27 23 367.11 -1988.53 -193.32 634.80 -1449.09 24 382.98 -422.78 -31.60 1170.40 -1102.06 25 398.84 762.01 89.31 1715.12 -1042.99 26 414.71 1500.84 163.75 2043.82 -1020.87 27 430.57 1769.80 190.27 2142.09 -963.31 28 446.44 1540.93 166.33 2009.09 -931.60 29 462.30 825.18 92.80 1633.63 -871.34 30 478.16 -345.53 -27.50 1060.78 -861.64 31 494.01 -1909.91 -189.39 448.87 -1247.55 32 509.79 -3839.63 -390.68 498.86 -2228.29 33 527.26 -1575.50 -156.82 693.06 -1318.03 34 544.73 197.82 24.21 1328.33 -1033.85 35 562.20 1476.93 152.74 1779.98 -895.84 36 579.67 2247.90 229.13 1997.68 -739.43 37 597.14 2485.18 252.34 1960.26 -567.23 38 614.62 2189.18 222.14 1654.71 -384.96 39 632.09 1358.63 138.13 1042.92 -194.68 Fatigue Truck Moment 2003 Guide Spec Girder 9 2003 Guide Spec. Fatigue Truck Moment - k-ft Tenth Location Max LL+I Min LL+I Range Point 0 0.00 0.22 -0.21 0.43 1 8.02 246.44 -71.82 318.26 2 16.04 431.45 -143.63 575.08 3 24.06 549.55 -204.31 753.86 4 32.07 602.20 -265.01 867.21 5 40.09 590.18 -315.14 905.32 6 48.11 564.38 -365.61 929.99 7 56.13 467.93 -407.35 875.28 Top flg.spl 59.37 416.90 -425.84 842.74 Bot.flg.spl 59.37 416.90 -425.84 842.74 8 64.15 329.00 -454.81 783.80 9 72.17 240.07 -508.98 749.05 10 80.18 264.19 -567.81 832.00 11 91.43 208.35 -310.73 519.08 12 102.67 453.49 -275.99 729.48 Top flg.spl 104.93 506.88 -271.42 778.31 Bot.flg.spl 104.93 506.88 -271.42 778.31 13 113.91 732.69 -261.25 993.93 14 125.16 841.12 -283.48 1124.61 15 136.40 871.35 -404.68 1276.03 16 147.64 818.99 -517.79 1336.78 Top flg.spl 153.12 751.49 -568.56 1320.06 Bot.flg.spl 153.12 751.49 -568.56 1320.06 17 158.89 650.71 -618.96 1269.67 18 170.13 432.19 -712.82 1145.00 19 181.37 321.48 -807.00 1128.48 20 192.61 351.34 -997.13 1348.48 21 208.48 346.69 -739.66 1086.35 Top flg.spl 216.77 688.18 -726.59 1414.77 Bot.flg.spl 216.77 688.18 -726.59 1414.77 22 224.34 962.95 -712.26 1675.21 23 240.20 1423.47 -674.82 2098.29 24 256.07 1687.68 -600.92 2288.61 25 271.93 1756.84 -552.18 2309.03 26 287.79 1683.70 -681.89 2365.60 27 303.66 1418.14 -783.36 2201.50 28 319.52 962.66 -856.53 1819.19 Top flg.spl 322.52 868.15 -869.89 1738.04 Bot.flg.spl 322.52 868.15 -869.89 1738.04 29 335.38 433.32 -925.34 1358.66 30 351.25 348.43 -985.57 1334.00 31 367.10 388.19 -875.98 1264.17 32 382.96 878.11 -804.69 1682.80 Top flg.spl 391.56 1147.89 -766.12 1914.00 Bot.flg.spl 391.56 1147.89 -766.12 1914.00 33 398.81 1331.80 -728.60 2060.39 34 414.67 1595.80 -630.53 2226.33 35 430.52 1675.91 -503.41 2179.32 36 446.37 1593.83 -565.69 2159.52 37 462.23 1306.78 -635.42 1942.19 Top flg.spl 472.52 993.81 -662.00 1655.82 Bot.flg.spl 473.53 962.83 -664.71 1627.54 38 478.08 821.15 -677.28 1498.43 39 493.94 315.08 -724.34 1039.42 40 509.79 371.64 -1061.36 1433.00 41 523.77 408.09 -936.86 1344.95 Top flg.spl 537.45 770.45 -846.02 1616.47 42 537.74 778.61 -844.10 1622.71 Bot.flg.spl 538.66 804.05 -838.16 1642.22 43 551.72 1178.34 -756.26 1934.60 44 565.69 1450.54 -664.95 2115.49 45 579.67 1587.45 -569.55 2157.01 46 593.65 1599.69 -464.90 2064.59 47 607.62 1481.17 -354.59 1835.76 48 621.60 1187.84 -239.59 1427.43 49 635.57 680.78 -120.91 801.68 50 649.55 0.00 0.00 0.01 Does not include 0.75 factor. Service Force Summary Tables Force Summary at Tenth Points (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 39 5 49 0 0 0 0 0 0 11 8.02 29 4 46 272 38 332 -86 0 0 11 16.04 18 3 37 466 65 574 -173 0 0 11 24.06 9 1 33 575 80 732 -245 0 0 6 32.07 -2 0 30 603 83 816 -318 0 0 -7 40.09 -12 -2 -28 545 76 817 -378 0 0 4 48.11 -23 -3 -36 403 58 761 -439 0 0 8 56.13 -34 -4 -43 175 28 655 -493 0 0 7 64.15 -45 -6 -50 -141 -13 481 -562 0 -1 13 72.17 -56 -7 -59 -545 -65 376 -666 0 -1 13 80.18 -67 -9 -61 -1039 -128 359 -942 0 -1 13 80.18R 68 8 68 -1039 -128 -61 -8 0 -1 -11 91.43 51 8 66 -370 -47 291 -474 0 -1 -16 102.67 35 14 59 118 13 618 -364 0 0 -12 113.91 17 14 47 421 52 926 -374 0 0 -9 125.16 -1 15 38 521 67 1089 -476 0 0 -9 136.40 -18 -2 -40 413 59 1153 -605 0 0 -6 147.64 -37 -4 -44 107 28 1083 -723 0 0 8 158.89 -54 -6 -53 -401 -27 923 -831 0 0 8 170.13 -71 -8 -64 -1101 -102 684 -1050 0 0 12 181.37 -84 -9 -68 -1975 -197 566 -1415 0 0 -15 192.61 -102 -11 -72 -3019 -312 573 -1956 0 0 -15 192.61R 136 14 94 -3019 -312 -72 -11 0 0 -8 208.48 111 11 84 -1055 -114 568 -1042 0 0 -14 224.34 89 14 71 553 45 1235 -882 -1 0 -12 240.20 59 14 60 1709 160 1807 -867 0 0 -9 256.07 27 15 48 2383 227 2160 -938 0 0 -7 271.93 -6 -1 -39 2547 243 2284 -983 0 0 5 287.79 -39 -4 -50 2194 209 2183 -1054 0 0 7 303.66 -71 -7 -62 1335 125 1852 -1083 -1 0 9 319.52 -98 -10 -73 -1 -6 1305 -1142 -1 0 12 335.38 -120 -12 -83 -1764 -180 704 -1468 0 0 13 351.25 -145 -15 -94 -3865 -389 630 -2361 0 0 13 351.25R 131 14 93 -3865 -389 -94 -18 0 0 -7 367.10 111 12 84 -1990 -193 635 -1449 0 0 -13 382.96 86 9 71 -424 -32 1170 -1102 0 0 -11 398.81 62 6 60 760 89 1714 -1043 0 0 -8 414.67 34 3 49 1500 164 2043 -1021 0 0 -7 430.52 4 0 -38 1770 190 2142 -963 0 0 -6 446.37 -27 -3 -48 1543 167 2010 -932 0 0 6 462.23 -58 -6 -60 829 93 1636 -871 0 0 8 478.08 -87 -9 -73 -339 -27 1064 -861 0 0 9 493.94 -111 -12 -84 -1902 -189 450 -1244 0 0 10 509.79 -135 -14 -96 -3840 -391 499 -2228 0 0 10 509.79R 144 15 88 -3840 -391 -96 -19 0 0 -6 523.77 121 12 77 -1989 -199 606 -1441 0 0 -9 537.74 99 10 67 -453 -42 1101 -1127 0 0 -7 551.72 76 8 57 770 82 1542 -984 0 0 -5 565.69 53 5 48 1672 172 1841 -866 0 0 -4 579.67 30 3 45 2248 229 1998 -739 0 0 -4 593.65 5 0 -35 2480 252 1988 -603 0 0 4 607.62 -20 -2 -44 2372 241 1814 -459 0 0 6 621.60 -45 -5 -54 1921 195 1449 -310 0 0 7 635.57 -70 -7 -66 1130 115 871 -156 0 0 8 649.55 -92 -9 -71 0 0 0 0 0 0 8 Force Summary at Quarter Points (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 39 5 49 0 0 0 0 0 0 11 20.05 14 2 35 531 74 662 -209 0 0 9 40.09 -12 -2 -28 545 76 817 -378 0 0 4 60.14 -39 -5 -47 28 9 559 -523 0 0 -9 80.18 -67 -9 -61 -1039 -128 359 -942 0 -1 13 80.18R 68 8 68 -1039 -128 -61 -8 0 -1 -11 108.29 26 14 53 295 35 791 -358 0 0 10 136.40 -18 -2 -40 413 59 1153 -605 0 0 6 164.51 -63 -7 -59 -730 -62 789 -922 0 0 -9 192.61 -102 -11 -72 -3019 -312 573 -1956 0 0 -15 192.61R 136 14 94 -3019 -312 -72 -11 0 0 -8 232.27 74 14 65 1191 108 1548 -864 -1 0 11 271.93 -6 -1 -39 2547 243 2284 -983 0 0 5 311.59 -85 -8 -68 720 65 1585 -1079 -1 0 -11 351.25 -145 -15 -94 -3865 -389 630 -2361 0 0 13 351.25R 131 14 93 -3865 -389 -94 -18 0 0 -7 390.88 74 7 65 215 34 1441 -1037 0 0 10 430.52 4 0 -38 1770 190 2142 -963 0 0 6 470.16 -72 -8 -66 302 39 1374 -860 0 0 -8 509.79 -135 -14 -96 -3840 -391 499 -2228 0 0 10 509.79R 144 15 88 -3840 -391 -96 -19 0 0 -6 544.73 87 9 62 198 24 1328 -1034 0 0 6 579.67 30 3 45 2248 229 1998 -739 0 0 4 614.61 -32 -3 -49 2189 222 1655 -385 0 0 -6 649.55 -92 -9 -71 0 0 0 0 0 0 8 Force Summary at Brace Locations (k,k-ft) Location DL-S SDL-S LLI-S DL-M SDL-M LLI+M LLI-M DL-T SDL-T LLI-T HS HS HS HS 0.00 39 5 49 0 0 0 0 0 0 11 15.99 18 3 37 466 64 572 -172 0 0 11 32.01 -2 0 31 603 83 816 -317 0 0 -7 48.04 -23 -3 -36 405 58 762 -439 0 0 8 64.10 -45 -6 -50 -139 -13 481 -562 0 -1 13 80.18 -67 -9 -61 -1039 -128 359 -942 0 -1 13 96.25 61 12 79 -139 -18 383 -383 0 0 -19 112.31 20 14 48 390 48 891 -367 0 0 -9 128.37 -4 12 22 511 67 1118 -510 0 0 -8 144.43 -32 -3 -42 216 39 1113 -690 0 0 5 160.49 -56 -6 -54 -489 -36 894 -855 0 0 8 176.55 -78 -8 -66 -1579 -154 601 -1237 0 0 -7 192.61 -102 -11 -72 -3019 -312 573 -1956 0 0 -15 210.24 120 12 91 -859 -95 609 -987 0 0 -13 227.87 83 14 69 849 74 1370 -866 -1 0 -11 245.49 49 14 56 1987 187 1949 -881 0 0 -8 263.12 13 10 19 2519 240 2243 -961 0 0 -3 280.74 -25 -2 -45 2414 230 2256 -1027 0 0 6 298.37 -61 -6 -58 1674 158 1987 -1070 0 0 8 315.99 -93 -9 -71 333 27 1431 -1105 -1 0 11 333.62 -117 -12 -81 -1552 -159 745 -1404 0 0 13 351.25 -145 -15 -94 -3865 -389 630 -2361 0 0 13 367.11 111 12 84 -1989 -193 635 -1449 0 0 -13 382.98 86 9 71 -423 -32 1170 -1102 0 0 -11 398.84 62 6 60 762 89 1715 -1043 0 0 -8 414.71 34 3 49 1501 164 2044 -1021 0 0 -7 430.57 4 0 -39 1770 190 2142 -963 0 0 -6 446.44 -27 -3 -48 1541 166 2009 -932 0 0 6 462.30 -58 -6 -60 825 93 1634 -871 0 0 8 478.16 -87 -9 -73 -346 -28 1061 -862 0 0 9 494.01 -111 -12 -84 -1910 -189 449 -1248 0 0 10 509.79 -135 -14 -96 -3840 -391 499 -2228 0 0 10 527.26 142 15 92 -1576 -157 693 -1318 0 0 -11 544.73 87 9 62 198 24 1328 -1034 0 0 -6 562.20 58 6 50 1477 153 1780 -896 0 0 -4 579.67 30 3 45 2248 229 1998 -739 0 0 -4 597.14 -1 0 -44 2485 252 1960 -567 0 0 5 614.62 -32 -3 -49 2189 222 1655 -385 0 0 6 632.09 -64 -6 -63 1359 138 1043 -195 0 0 8 649.55 -92 -9 -71 0 0 0 0 0 0 8 Shear on right side of pier is found in Service Shear table. Truck-lane Moment Range Girder 9 Truck-Lane Moment Ranges - k-ft Tenth Loc ---------- Truck --------- ---------- Lane ----------- Max LL+I Min LL+I Range Max LL+I Min LL+I Range 0 0.00 0.28 -0.27 0.56 0.23 -0.22 0.45 1 8.02 330.61 -85.98 416.59 246.68 -79.51 326.20 2 16.04 571.68 -171.95 743.62 444.86 -159.03 603.89 3 24.06 725.57 -243.46 969.03 579.21 -227.55 806.76 4 32.07 805.26 -315.06 1120.31 664.29 -296.23 960.52 5 40.09 806.62 -373.28 1179.91 693.91 -355.53 1049.43 6 48.11 750.94 -431.77 1182.71 674.93 -415.43 1090.36 7 56.13 619.65 -481.21 1100.87 598.95 -468.43 1067.38 Top flg.spl 59.37 550.58 -502.91 1053.49 555.33 -494.41 1049.74 Bot.flg.spl 59.37 550.58 -502.91 1053.49 555.33 -494.41 1049.74 8 64.15 431.93 -536.71 968.64 477.48 -537.48 1014.97 9 72.17 274.21 -602.28 876.48 374.15 -666.41 1040.55 10 80.18 302.02 -672.15 974.18 358.51 -942.29 1300.80 11 91.43 240.02 -396.19 636.21 291.35 -473.62 764.97 12 102.67 617.70 -352.84 970.54 440.34 -279.61 719.95 Top flg.spl 104.93 684.78 -346.35 1031.12 489.74 -275.23 764.97 Bot.flg.spl 104.93 684.78 -346.35 1031.12 489.74 -275.23 764.97 13 113.91 922.04 -327.91 1249.95 750.38 -372.40 1122.77 14 125.16 1072.05 -324.43 1396.48 930.49 -474.97 1405.47 15 136.40 1126.50 -461.13 1587.64 1015.12 -604.65 1619.76 16 147.64 1049.73 -589.33 1639.06 981.74 -722.93 1704.67 Top flg.spl 153.12 973.07 -646.90 1619.97 923.46 -776.69 1700.15 Bot.flg.spl 153.12 973.07 -646.90 1619.97 923.46 -776.69 1700.15 17 158.89 864.59 -704.05 1568.64 832.36 -830.56 1662.92 18 170.13 590.67 -811.40 1402.07 671.86 -1047.92 1719.78 19 181.37 354.20 -918.96 1273.16 565.57 -1412.69 1978.26 20 192.61 407.21 -1165.10 1572.31 572.69 -1952.86 2525.56 21 208.48 488.07 -878.13 1366.20 563.14 -1042.20 1605.34 Top flg.spl 216.77 886.95 -864.45 1751.40 830.79 -866.98 1697.77 Bot.flg.spl 216.77 886.95 -864.45 1751.40 830.79 -866.98 1697.77 22 224.34 1205.85 -847.99 2053.84 1094.41 -786.27 1880.67 23 240.20 1733.11 -801.26 2534.38 1705.78 -862.73 2568.51 24 256.07 2034.37 -711.13 2745.49 2101.49 -937.59 3039.08 25 271.93 2114.89 -625.96 2740.85 2247.04 -982.81 3229.85 26 287.79 2027.97 -774.35 2802.31 2136.48 -1053.55 3190.03 27 303.66 1724.56 -889.87 2614.44 1774.47 -1082.81 2857.28 28 319.52 1205.91 -973.07 2178.98 1210.85 -1141.54 2352.39 Top flg.spl 322.52 1092.84 -988.44 2081.28 1110.60 -1182.80 2293.40 Bot.flg.spl 322.52 1092.84 -988.44 2081.28 1110.60 -1182.80 2293.40 29 335.38 554.65 -1052.93 1607.58 704.16 -1468.22 2172.38 30 351.25 407.07 -1124.06 1531.14 629.71 -2361.27 2990.98 31 367.10 495.35 -997.09 1492.44 634.64 -1449.46 2084.10 32 382.96 1113.78 -913.07 2026.85 1075.88 -1102.31 2178.19 Top flg.spl 391.56 1418.31 -868.62 2286.94 1392.80 -1065.55 2458.35 Bot.flg.spl 391.56 1418.31 -868.62 2286.94 1392.80 -1065.55 2458.35 33 398.81 1627.29 -825.69 2452.98 1615.09 -1043.07 2658.16 34 414.67 1932.68 -714.28 2646.97 1958.74 -1020.97 2979.71 35 430.52 2027.97 -570.64 2598.60 2060.02 -963.45 3023.47 36 446.37 1932.49 -649.02 2581.51 1900.74 -931.77 2832.52 37 462.23 1600.58 -729.79 2330.37 1481.44 -871.50 2352.94 Top flg.spl 472.52 1253.35 -759.80 2013.15 1074.31 -819.63 1893.93 Bot.flg.spl 473.53 1217.26 -762.90 1980.16 1038.32 -823.46 1861.77 38 478.08 1048.47 -777.35 1825.82 883.25 -860.70 1743.95 39 493.94 397.75 -832.56 1230.31 449.74 -1243.93 1693.67 40 509.79 421.64 -1209.54 1631.18 498.86 -2227.65 2726.51 41 523.77 506.92 -1066.62 1573.54 605.65 -1441.01 2046.66 Top flg.spl 537.45 979.12 -960.65 1939.77 1022.10 -1131.56 2153.66 42 537.74 989.00 -958.44 1947.43 1031.42 -1126.68 2158.10 Bot.flg.spl 538.66 1019.61 -951.57 1971.17 1060.47 -1112.00 2172.47 43 551.72 1438.07 -857.65 2295.72 1485.60 -984.00 2469.59 44 565.69 1756.56 -755.15 2511.71 1781.07 -865.53 2646.60 45 579.67 1925.58 -646.61 2572.19 1926.71 -739.46 2666.17 46 593.65 1941.46 -527.83 2469.29 1893.37 -602.55 2495.93 47 607.62 1789.71 -402.98 2192.69 1691.81 -458.96 2150.77 48 621.60 1444.31 -272.35 1716.66 1313.95 -309.68 1623.63 49 635.57 870.53 -137.45 1007.98 755.64 -156.14 911.78 50 649.55 0.01 -0.01 0.01 0.01 -0.01 0.01 Range shown in this table not used for fatigue. Service Torque Girder 9 Service Torque - k-ft Tenth Location DL1 DL2 Max LL+I Min LL+I Range Point 0 0.00 0.00 -0.08 10.62 -9.74 20.36 1 8.02 0.00 -0.08 10.65 T -9.74 T 20.39 2 16.04 0.00 -0.08 10.62 T -9.97 T 20.59 3 24.06 0.00 -0.03 6.19 T -6.09 T 12.28 4 32.07 0.00 -0.03 6.78 T -7.20 T 13.97 5 40.09 0.00 0.03 4.09 T -3.57 T 7.66 6 48.11 0.00 0.07 8.23 T -7.04 T 15.27 7 56.13 0.00 0.07 7.30 T -7.05 T 14.36 TOP FLG.SPL 59.37 0.09 0.22 8.78 -7.43 16.21 BOT.FLG.SPL 59.37 0.09 0.22 8.78 -7.43 16.21 8 64.15 0.26 0.58 12.89 L -8.38 L 21.27 9 72.17 0.26 0.58 12.86 L -8.16 L 21.02 10 80.18 0.26 -0.59 12.85 L -10.84 L 23.69 11 91.43 -0.18 -0.59 13.54 L -16.42 L 29.96 12 102.67 0.00 -0.13 11.82 T -12.10 T 23.92 TOP FLG.SPL 104.93 0.02 -0.08 11.25 -11.38 22.63 BOT.FLG.SPL 104.93 0.02 -0.08 11.25 -11.38 22.63 13 113.91 0.00 -0.01 8.24 T -9.01 L 17.25 14 125.16 0.00 -0.01 8.24 T -9.01 L 17.25 15 136.40 0.00 0.09 5.95 T -5.99 L 11.94 16 147.64 0.07 0.15 8.08 T -7.26 L 15.34 TOP FLG.SPL 153.12 0.07 0.16 8.34 -7.42 15.76 BOT.FLG.SPL 153.12 0.07 0.16 8.34 -7.42 15.76 17 158.89 0.07 0.15 8.08 T -7.26 L 15.34 18 170.13 0.00 0.14 11.59 L -11.39 L 22.98 19 181.37 -0.33 -0.11 13.48 L -14.54 L 28.02 20 192.61 -0.33 -0.20 13.48 L -14.54 L 28.02 21 208.48 -0.33 -0.20 12.70 L -13.54 L 26.24 TOP FLG.SPL 216.77 -0.48 -0.23 12.17 -12.83 25.00 BOT.FLG.SPL 216.77 -0.48 -0.23 12.17 -12.83 25.00 22 224.34 -0.54 -0.24 11.36 T -11.89 T 23.25 23 240.20 -0.43 -0.20 8.67 T -9.03 L 17.70 24 256.07 -0.23 -0.11 6.59 L -7.05 L 13.64 25 271.93 0.08 0.02 5.47 L -5.34 L 10.81 26 287.79 0.33 0.13 6.91 L -5.82 L 12.74 27 303.66 0.51 0.22 9.19 L -8.46 L 17.65 28 319.52 0.52 0.24 11.74 L -11.34 L 23.07 TOP FLG.SPL 322.52 0.48 0.24 12.06 -11.72 23.78 BOT.FLG.SPL 322.52 0.48 0.24 12.06 -11.72 23.78 29 335.38 0.19 0.17 12.88 L -12.81 L 25.68 30 351.25 0.19 0.17 12.88 L -12.81 L 25.68 31 367.10 -0.06 -0.07 11.84 L -13.13 L 24.97 32 382.96 -0.13 -0.12 9.92 T -11.15 L 21.06 TOP FLG.SPL 391.56 -0.20 -0.14 8.32 -9.49 17.80 BOT.FLG.SPL 391.56 -0.20 -0.14 8.32 -9.49 17.80 33 398.81 -0.24 -0.16 7.17 T -8.36 L 15.53 34 414.67 -0.31 -0.16 5.31 L -6.74 L 12.06 35 430.52 -0.23 -0.10 5.18 L -5.72 L 10.90 36 446.37 -0.08 -0.02 6.34 T -5.47 L 11.82 37 462.23 0.09 0.07 7.64 T -6.23 L 13.87 TOP FLG.SPL 472.52 0.19 0.13 8.53 -7.16 15.69 BOT.FLG.SPL 473.53 0.20 0.13 8.61 -7.26 15.87 38 478.08 0.22 0.14 8.97 T -7.70 L 16.67 39 493.94 0.20 0.13 10.04 L -9.38 L 19.42 40 509.79 0.30 0.13 10.09 L -10.08 L 20.17 41 523.77 0.30 0.13 9.10 L -9.23 L 18.33 TOP FLG.SPL 537.45 0.21 0.12 6.91 -7.21 14.12 42 537.74 0.21 0.12 6.86 L -7.17 L 14.03 BOT.FLG.SPL 538.66 0.21 0.11 6.71 -7.03 13.74 43 551.72 0.26 0.09 4.46 L -5.20 L 9.66 44 565.69 0.09 0.03 3.56 L -3.84 L 7.40 45 579.67 0.09 0.03 3.56 L -3.84 L 7.40 46 593.65 -0.06 -0.02 4.18 T -3.74 L 7.92 47 607.62 -0.26 -0.09 5.64 T -4.94 L 10.58 48 621.60 -0.38 -0.13 7.22 T -6.81 L 14.03 49 635.57 -0.46 -0.15 8.15 T -7.89 L 16.05 50 649.55 -0.46 -0.15 8.15 -7.89 16.05 Combined Factored Moment Girder 9 Combined Factored Moment - k-ft Tenth Pt Loc Tot Dead+Max LL+I Tot Dead+Min LL+I Moment shifting reflected in this table. 0 0.00 0.62 -0.60 1 8.02 1122.88 215.38 2 16.04 1935.79 315.17 3 24.06 2439.81 318.31 4 32.07 2663.43 202.40 5 40.09 2580.43 -13.11 6 48.11 2251.35 -354.53 7 56.13 1685.48 -806.69 8 64.15 843.06 -1420.93 9 72.17 22.84 -2240.34 10 80.18 -738.42 -3562.46 11 91.43 91.07 -1569.96 12 102.67 1513.05 -620.01 13 113.91 2625.36 -198.33 14 125.16 3129.39 -269.40 15 136.40 3117.45 -698.82 16 147.64 2527.53 -1394.18 17 158.89 1447.21 -2359.41 18 170.13 -78.48 -3842.92 19 181.37 -1595.35 -5895.62 20 192.61 -3086.06 -8575.88 21 208.48 -286.50 -3782.09 22 224.34 3457.81 -1136.53 23 240.20 6352.33 546.92 24 256.07 8082.06 1357.42 25 271.93 8586.09 1493.72 26 287.79 7863.62 836.58 27 303.66 5919.75 -452.81 28 319.52 2823.68 -2487.75 29 335.38 -998.74 -5714.99 30 351.25 -4163.31 -10656.73 31 367.10 -1460.04 -5984.63 32 382.96 1946.44 -2986.19 33 398.81 4825.87 -1160.37 34 414.67 6598.06 -54.42 35 430.52 7198.61 456.35 36 446.37 6585.93 199.18 37 462.23 4750.61 -692.62 38 478.08 1834.23 -2343.74 39 493.94 -1740.65 -5419.68 40 509.79 -4416.38 -10337.03 41 523.77 -1530.26 -5973.56 42 537.74 1745.84 -3089.72 43 551.72 4456.32 -1028.68 44 565.69 6394.49 517.98 45 579.67 7556.92 1614.62 46 593.65 7869.00 2243.84 47 607.62 7333.81 2399.95 48 621.60 5896.23 2079.08 49 635.57 3509.69 1278.78 50 649.55 0.01 -0.01 Contraflexure Points Contraflexure Points Service Noncomposite Dead 60.85 ft 99.53 ft 150.43 ft 218.36 ft 319.51 ft 388.08 ft 474.00 ft 542.52 ft Top flange tension for region between contraflexure pts. 60.85 - 99.53 150.43 - 218.36 319.51 - 388.08 474.00 - 542.52 Bottom flange tension for region between contraflexure pts. Service Tot Dead+Max LL+I 68.84 ft 93.20 ft 164.50 ft 212.44 ft 327.51 ft 377.63 ft 483.17 ft 533.61 ft Top flange tension for region between contraflexure pts. 68.84 - 93.20 164.50 - 212.44 327.51 - 377.63 483.17 - 533.61 Bottom flange tension for region between contraflexure pts. Service Tot Dead+Min LL+I 48.75 ft 109.28 ft 131.50 ft 227.25 ft 308.16 ft 401.73 ft 463.03 ft 553.16 ft Top flange tension for region between contraflexure pts. 48.75 - 109.28 131.50 - 227.25 308.16 - 401.73 463.03 - 553.16 Bottom flange tension for region between contraflexure pts. Factored Tot Dead+Max LL+I 72.17 ft 91.43 ft 166.80 ft 211.34 ft 329.08 ft 375.75 ft 484.77 ft 531.93 ft Top flange tension for region between contraflexure pts. 72.17 - 91.43 166.80 - 211.34 329.08 - 375.75 484.77 - 531.93 Bottom flange tension for region between contraflexure pts. Factored Tot Dead+Min LL+I 40.09 ft 229.96 ft 303.66 ft 414.67 ft 458.88 ft 556.22 ft Top flange tension for region between contraflexure pts. 40.09 - 229.96 303.66 - 414.67 458.88 - 556.22 Bottom flange tension for region between contraflexure pts. Factored Composite Dead 61.78 ft 99.81 ft 153.93 ft 219.38 ft 318.89 ft 386.65 ft 474.98 ft 542.06 ft Top flange tension for region between contraflexure pts. 61.78 - 99.81 153.93 - 219.38 318.89 - 386.65 474.98 - 542.06 Bottom flange tension for region between contraflexure pts. Total Dead + 1.67 Min LL+I - 10.57 Overload 39.71 ft 234.08 ft 299.03 ft 415.76 ft 451.10 ft 560.54 ft Top flange tension for region between contraflexure pts. 39.71 - 234.08 299.03 - 415.76 451.10 - 560.54 Bottom flange tension for region between contraflexure pts. Factored DC1+DC2 60.95 ft 99.56 ft 150.79 ft 218.45 ft 319.45 ft 387.95 ft 474.09 ft 542.48 ft Top flange tension for region between contraflexure pts. 60.95 - 99.56 150.79 - 218.45 319.45 - 387.95 474.09 - 542.48 Bottom flange tension for region between contraflexure pts. Dimensions Girder 9 Dimensions Tenth -Top Flange- ----Web---- -Bot Flange- Area Point Loc tfw tft wd wt bfw bft weld weld 0 0.00 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 1 8.02 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 2 16.04 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 3 24.06 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 4 32.07 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 5 40.09 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 6 48.11 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 7 56.13 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 SpL 59.37 24.02 1.024 5/16 48.03 0.625 5/16 24.02 1.024 79.19 SpR 59.37 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 8 64.15 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 9 72.17 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 10 80.18 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 11 91.43 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 12 102.67 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 SpL 104.93 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.260 90.53 SpR 104.93 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.496 96.20 13 113.91 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.496 96.20 14 125.16 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.496 96.20 15 136.40 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.496 96.20 16 147.64 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.496 96.20 SpL 153.12 24.02 1.260 5/16 48.03 0.625 5/16 24.02 1.496 96.20 SpR 153.12 24.02 2.047 5/16 48.03 0.625 5/16 24.02 2.047 128.35 17 158.89 24.02 2.047 5/16 48.03 0.625 5/16 24.02 2.047 128.35 18 170.13 24.02 2.047 5/16 56.79 0.625 5/16 24.02 2.047 133.82 19 181.37 24.02 2.047 5/16 67.19 0.625 5/16 24.02 2.047 140.33 20 192.61 24.02 2.047 5/16 70.00 0.625 5/16 24.02 2.047 142.08 21 208.48 24.02 2.047 5/16 70.00 0.625 5/16 24.02 2.047 142.08 SpL 216.77 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.047 150.83 SpR 216.77 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 22 224.34 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 23 240.20 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 24 256.07 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 25 271.93 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 26 287.79 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 27 303.66 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 28 319.52 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 SpL 322.52 24.02 2.047 5/16 70.00 0.750 5/16 24.02 2.756 167.85 SpR 322.52 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 29 335.38 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 30 351.25 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 31 367.10 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 32 382.96 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpL 391.56 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpR 391.56 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 33 398.81 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 34 414.67 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 35 430.52 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 36 446.37 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 37 462.23 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 SpL 472.52 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 SpR 472.52 24.02 1.890 5/16 70.00 0.750 5/16 24.02 2.520 158.40 SpL 473.53 24.02 1.890 5/16 70.00 0.750 5/16 24.02 2.520 158.40 SpR 473.53 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 38 478.08 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 39 493.94 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 40 509.79 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 41 523.77 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpL 537.45 24.02 1.890 5/16 70.00 0.750 5/16 24.02 1.890 143.27 SpR 537.45 24.02 1.496 5/16 70.00 0.750 5/16 24.02 1.890 133.81 42 537.74 24.02 1.496 5/16 70.00 0.750 5/16 24.02 1.890 133.81 SpL 538.66 24.02 1.496 5/16 70.00 0.750 5/16 24.02 1.890 133.81 SpR 538.66 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 43 551.72 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 44 565.69 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 45 579.67 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 46 593.65 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 47 607.62 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 48 621.60 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 49 635.57 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 50 649.55 24.02 1.496 5/16 70.00 0.750 5/16 24.02 2.520 148.94 Theoretical Flange Splice Locations Tenth Pt Range Location 7 - 8 a 12 - 13 a 16 - 17 a 21 - 22 a 28 - 29 a 32 - 33 a 37 - 38 a 41 - 42 a 42 - 43 a a. Splice not required in this range. Stiffener Spacing Panel Panel Uniform Start End in Panel 0.00 15.99 ft 1 @ 191.85 in 15.99 32.00 ft 1 @ 192.20 in 32.00 48.04 ft 1 @ 192.44 in 48.04 64.10 ft 1 @ 192.68 in 64.10 80.18 ft 1 @ 193.04 in 80.18 96.24 ft 1 @ 192.70 in 96.24 112.30 ft 1 @ 192.72 in 112.30 128.36 ft 1 @ 192.68 in 128.36 176.54 ft 3 @ 192.72 in 176.54 192.61 ft 1 @ 192.91 in 192.61 210.23 ft 1 @ 211.42 in 210.23 280.73 ft 4 @ 211.50 in 280.73 298.36 ft 1 @ 211.54 in 298.36 315.98 ft 1 @ 211.50 in 315.98 333.61 ft 1 @ 211.54 in 333.61 351.25 ft 1 @ 211.62 in 351.25 367.10 ft 1 @ 190.27 in 367.10 382.97 ft 1 @ 190.35 in 382.97 446.43 ft 4 @ 190.39 in 446.43 478.16 ft 2 @ 190.35 in 478.16 494.00 ft 1 @ 190.16 in 494.00 509.79 ft 1 @ 189.48 in 509.79 527.26 ft 1 @ 209.57 in 527.26 544.73 ft 1 @ 209.65 in 544.73 562.19 ft 1 @ 209.61 in 562.19 632.08 ft 4 @ 209.65 in 632.08 649.55 ft 1 @ 209.64 in Bearing Stiffeners Location Width Thickness 0.00 10.75 1.125 80.18 10.75 1.125 192.61 10.75 1.125 351.25 10.75 1.125 509.79 10.75 1.125 649.55 10.75 1.125 Transverse Stiffeners Web Section Width Thickness 1 7.00 0.406 2 7.00 0.406 Elastic Section Properties for Stiffness Analysis Girder 9 Elastic Section Properties for Stiffness Analysis ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 35354. 25.04 25.04 81277. 41.96 8.12 58205. 33.48 16.59 1 35354. 25.04 25.04 81777. 42.14 7.94 58577. 33.62 16.46 2 35354. 25.04 25.04 82266. 42.32 7.76 58945. 33.76 16.32 3 35354. 25.04 25.04 82954. 42.57 7.51 59468. 33.95 16.13 4 35354. 25.04 25.04 83632. 42.82 7.26 59992. 34.14 15.94 5 35354. 25.04 25.04 84281. 43.05 7.02 60499. 34.33 15.75 6 35354. 25.04 25.04 84921. 43.29 6.79 61007. 34.52 15.56 7 35354. 25.04 25.04 85543. 43.51 6.56 61508. 34.70 15.38 8 42535. 25.28 25.28 97054. 42.84 7.71 70180. 34.21 16.34 9 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 10 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 11 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 12 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 13 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 14 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 15 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 16 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 17 67457. 26.06 26.06 131955. 40.74 11.39 97587. 32.94 19.19 18 94665. 30.44 30.44 178187. 46.62 14.26 133335. 37.94 22.94 19 133677. 35.64 35.64 243381. 53.51 17.77 183955. 43.84 27.44 20 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 21 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 22 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 23 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 24 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 25 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 26 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 27 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 28 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 29 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 30 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 31 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 32 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 33 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 34 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 35 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 36 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 37 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 38 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 39 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 40 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 41 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 42 125111. 34.30 39.09 253238. 54.36 19.03 184471. 43.60 29.78 43 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 44 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 45 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 46 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 47 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 48 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 49 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 50 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 Elastic Section Properties for Pos Mom Stress Girder 9 Elastic Section Properties for Pos Mom Stress ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 35354. 25.04 25.04 81277. 41.96 8.12 58205. 33.48 16.59 1 35354. 25.04 25.04 81777. 42.14 7.94 58577. 33.62 16.46 2 35354. 25.04 25.04 82266. 42.32 7.76 58945. 33.76 16.32 3 35354. 25.04 25.04 82954. 42.57 7.51 59468. 33.95 16.13 4 35354. 25.04 25.04 83632. 42.82 7.26 59992. 34.14 15.94 5 35354. 25.04 25.04 84281. 43.05 7.02 60499. 34.33 15.75 6 35354. 25.04 25.04 84921. 43.29 6.79 61007. 34.52 15.56 7 35354. 25.04 25.04 85543. 43.51 6.56 61508. 34.70 15.38 8 42535. 25.28 25.28 97054. 42.84 7.71 70180. 34.21 16.34 9 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 10 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 11 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 12 42535. 25.28 25.28 97249. 42.90 7.65 70330. 34.26 16.29 13 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 14 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 15 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 16 45977. 24.01 26.77 107441. 41.88 8.91 76739. 32.98 17.81 17 67457. 26.06 26.06 131955. 40.74 11.39 97587. 32.94 19.19 18 94665. 30.44 30.44 178187. 46.62 14.26 133335. 37.94 22.94 19 133677. 35.64 35.64 243381. 53.51 17.77 183955. 43.84 27.44 20 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 21 145505. 37.05 37.05 262965. 55.36 18.73 199195. 45.43 28.67 22 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 23 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 24 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 25 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 26 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 27 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 28 170472. 33.96 40.84 317674. 51.89 22.91 235429. 41.88 32.92 29 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 30 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 31 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 32 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 33 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 34 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 35 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 36 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 37 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 38 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 39 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 40 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 41 138740. 36.89 36.89 256596. 55.11 18.67 192513. 45.21 28.57 42 125111. 34.30 39.09 253238. 54.36 19.03 184471. 43.60 29.78 43 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 44 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 45 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 46 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 47 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 48 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 49 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 50 141394. 31.41 42.60 295684. 51.63 22.38 211217. 40.57 33.44 Elastic Section Properties for Neg Mom Stress Girder 9 Elastic Section Properties for Neg Mom Stress ----- Noncomp ----- ------ Comp ------ ------ Comp ------ (n = 8) (3n = 24) Tenth I na na I na na I na na Point from from from from from from Bott Top Flg Bott Top Flg Bott Top Flg 0 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 1 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 2 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 3 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 4 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 5 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 6 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 7 35354. 25.04 25.04 43806. 28.14 21.94 43806. 28.14 21.94 8 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 9 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 10 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 11 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 12 42535. 25.28 25.28 51084. 28.02 22.54 51084. 28.02 22.54 13 45977. 24.01 26.77 55329. 26.72 24.07 55329. 26.72 24.07 14 45977. 24.01 26.77 55329. 26.72 24.07 55329. 26.72 24.07 15 45977. 24.01 26.77 55329. 26.72 24.07 55329. 26.72 24.07 16 45977. 24.01 26.77 55329. 26.72 24.07 55329. 26.72 24.07 17 67457. 26.06 26.06 76211. 28.04 24.08 76211. 28.04 24.08 18 94665. 30.44 30.44 105810. 32.58 28.30 105810. 32.58 28.30 19 133677. 35.64 35.64 148042. 37.97 33.32 148042. 37.97 33.32 20 145505. 37.05 37.05 160812. 39.42 34.68 160812. 39.42 34.68 21 145505. 37.05 37.05 160812. 39.42 34.68 160812. 39.42 34.68 22 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 23 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 24 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 25 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 26 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 27 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 28 170472. 33.96 40.84 188584. 36.15 38.65 188584. 36.15 38.65 29 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 30 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 31 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 32 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 33 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 34 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 35 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 36 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 37 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 38 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 39 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 40 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 41 138740. 36.89 36.89 154054. 39.24 34.54 154054. 39.24 34.54 42 125111. 34.30 39.09 142158. 36.95 36.44 142158. 36.95 36.44 43 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 44 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 45 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 46 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 47 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 48 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 49 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 50 141394. 31.41 42.60 161138. 33.98 40.03 161138. 33.98 40.03 Service Moment - Steel and Concrete Tenth Pt Location Steel Concrete 0 0.00 0. 0. 1 8.02 66. 206. 2 16.04 114. 352. 3 24.06 141. 433. 4 32.07 151. 451. 5 40.09 141. 404. 6 48.11 112. 291. 7 56.13 64. 111. 8 64.15 -3. -138. 9 72.17 -91. -455. 10 80.18 -199. -840. 11 91.43 -65. -305. 12 102.67 28. 90. 13 113.91 79. 342. 14 125.16 82. 439. 15 136.40 36. 377. 16 147.64 -55. 163. 17 158.89 -197. -204. 18 170.13 -391. -710. 19 181.37 -638. -1336. 20 192.61 -937. -2081. 21 208.48 -271. -784. 22 224.34 280. 273. 23 240.20 667. 1042. 24 256.07 891. 1493. 25 271.93 939. 1609. 26 287.79 809. 1385. 27 303.66 506. 829. 28 319.52 38. -39. 29 335.38 -578. -1187. 30 351.25 -1303. -2562. 31 367.10 -704. -1286. 32 382.96 -201. -224. 33 398.81 183. 577. 34 414.67 428. 1071. 35 430.52 526. 1244. 36 446.37 467. 1075. 37 462.23 257. 573. 38 478.08 -97. -242. 39 493.94 -574. -1328. 40 509.79 -1168. -2672. 41 523.77 -600. -1389. 42 537.74 -129. -324. 43 551.72 251. 519. 44 565.69 530. 1142. 45 579.67 707. 1541. 46 593.65 778. 1703. 47 607.62 743. 1629. 48 621.60 602. 1320. 49 635.57 354. 776. 50 649.55 0. 0. Service Torque - Steel and Concrete Tenth Pt Location Steel Concrete 0 0.00 -0.01 -0.03 1 8.02 -0.01 -0.03 2 16.04 -0.01 -0.03 3 24.06 -0.01 -0.01 4 32.07 -0.01 -0.01 5 40.09 0.00 0.00 6 48.11 0.00 0.01 7 56.13 0.00 0.01 8 64.15 0.06 0.21 9 72.17 0.06 0.21 10 80.18 0.42 -0.16 11 91.43 -0.02 -0.16 12 102.67 0.02 -0.01 13 113.91 0.02 0.00 14 125.16 0.02 0.00 15 136.40 0.02 0.02 16 147.64 0.01 0.06 17 158.89 0.01 0.06 18 170.13 -0.04 0.08 19 181.37 -0.17 -0.16 20 192.61 -0.18 -0.15 21 208.48 -0.18 -0.15 22 224.34 -0.29 -0.24 23 240.20 -0.23 -0.20 24 256.07 -0.12 -0.10 25 271.93 0.03 0.05 26 287.79 0.16 0.17 27 303.66 0.26 0.25 28 319.52 0.29 0.23 29 335.38 0.12 0.07 30 351.25 0.28 -0.09 31 367.10 0.03 -0.09 32 382.96 -0.01 -0.12 33 398.81 -0.06 -0.19 34 414.67 -0.09 -0.22 35 430.52 -0.08 -0.15 36 446.37 -0.05 -0.03 37 462.23 0.00 0.09 38 478.08 0.04 0.18 39 493.94 0.04 0.16 40 509.79 0.08 0.22 41 523.77 0.08 0.22 42 537.74 0.06 0.15 43 551.72 0.08 0.18 44 565.69 0.03 0.06 45 579.67 0.03 0.06 46 593.65 -0.02 -0.04 47 607.62 -0.07 -0.18 48 621.60 -0.11 -0.27 49 635.57 -0.13 -0.33 50 649.55 -0.13 -0.33 Plastic Section Properties Girder 9 Plastic Section Properties Tenth C C a C' Ybar Dp D' Pos Mom Neg Mom Point (10- (10- (10- (10- (10-127 Mu Mu 123) 124) 125) 126) 10-128) (k-ft) (k-ft) 0 noncmpct noncmpct 1 2456 3962 8.07 752.8 0.63 13.58 5.88 8549.42* noncmpct 2 2508 3962 8.07 726.7 0.60 13.56 5.88 9050.06* noncmpct 3 2584 3962 8.07 689.1 0.57 13.53 5.88 9100.01* noncmpct 4 2660 3962 8.07 650.8 0.54 13.49 5.88 9150.54* noncmpct 5 2735 3962 8.07 613.2 0.51 13.46 5.88 9200.05* noncmpct 6 2812 3962 8.07 574.9 0.48 13.43 5.88 9250.15* noncmpct 7 2888 3962 8.07 536.7 0.45 13.40 5.88 9300.06* noncmpct 8 noncmpct noncmpct 9 noncmpct noncmpct 10 noncmpct noncmpct 39 noncmpct noncmpct 40 noncmpct noncmpct 41 noncmpct noncmpct 42 noncmpct noncmpct 43 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 43 46.64 19790.94* 44 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 44 46.64 19790.94* 45 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 45 46.64 19790.94* 46 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 46 46.64 19790.94* 47 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 47 46.64 19790.94* 48 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 48 46.64 19790.94* 49 2987 7452 8.07 2232.7 13.08 25.56 8.07 23740.26* 49 46.64 19790.94* 50 2987 7452 8.07 2232.7 13.08 25.56 8.07 27809.67* noncmpct * Plastic modulus Z is Mp/Fy Elastic Noncomposite Section Properties at Web Splices Girder 9 Elastic Noncomposite Section Properties at Web Splices Splice Web Top Flg Bott Flg Area I na na Location wd wt tfw tft bfw bft (in2) (in4) from from Bott Top 216.11L 70.00 0.625 24.02 2.05 24.02 2.05 142.1 145505. 37.05 37.05 216.11R 70.00 0.750 24.02 2.05 24.02 2.05 150.8 149078. 37.05 37.05 Service Load Effects at Web Splices Girder 9 Summary of Service Load Effects at Web Splice Locations Splice Location 216.11 Dead Load Noncomp Shr Comp Shr Noncomp Mom Comp Mom 100.0 11.7 -236.5 -32.8 Live Load + Imp - Truck Max Shr Range Max Mom Min Mom 73.6 86.8 887.0 -864.5 Live Load + Imp - Lane Max Shr Range Max Mom Min Mom 57.1 79.8 830.8 -867.0 Concurrent moment for max shear of 73.6 = 689.3 Concurrent shear for max moment of 887.0 = 84.9 Concurrent shear for min moment of -867.0 = 20.8 Parabolic interpolation used in this table. Shear Strength at Web Splices Girder 9 Shear Strength at Web Splices Splice Web Web t Web t Stiff Factored Shear Perf Shear Perf Location Depth Left Right Spcng Shear Strngth Ratio Strngth Ratio of of at Spl Left of Right of Spl Spl Splice Splice ft in in in in k k k 216.11 70.00 0.625 0.750 211.50 314.82 445.84 0.706 770.42 0.409 Service Torque at Web Splices From Curvature Service Torque at Web Splices from Curvature -k-ft Splice Dead Live Location 216.11 -0.71 -12.83 Top Flange Factored Bending Stress - Group I Loading Girder 9 Grp I Factored Bending Stresses - ksi Tenth Loc ------------------ Top Flange ------------------- Point Noncomp Comp Max Min LL+I Tot Allow Ratio Dead Dead LL+I LL+I Rng 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.000 1 8.02 -3.0 -0.2 -0.8 1.1 2.0 -4.0 50.0 0.080 2 16.04 -5.2 -0.3 -1.4 2.3 3.7 -6.8 50.0 0.137 3 24.06 -6.3 -0.3 -1.7 3.2 4.9 -8.4 50.0 0.168 4 32.07 -6.7 -0.3 -1.8 4.1 6.0 -8.8 50.0 0.177 5 40.09 -6.0 -0.3 -1.8 4.9 6.7 -8.1 50.0 0.162 6 48.11 -4.5 -0.2 -1.6 5.7 7.3 -6.3 50.0 0.125 7 56.13 -1.9 -0.1 -1.3 6.4 7.7 4.4 50.0 0.088 Top Flg.Spl. -0.6 0.0 -1.2 6.8 8.0 6.1 50.0 0.122 Top Flg.Spl. -0.5 0.0 -1.2 6.0 7.2 5.4 50.0 0.108 8 64.15 1.3 0.1 -1.0 6.5 7.5 7.9 50.0 0.157 9 72.17 5.1 0.4 -0.8 7.7 8.4 13.2 50.0 0.263 10 80.18 9.6 0.9 -0.7 10.8 11.6 21.3 50.0 0.426 11 91.43 3.4 0.3 -0.6 5.4 6.0 9.2 50.0 0.184 12 102.67 -1.1 0.0 -1.3 4.2 5.5 3.0 50.0 0.061 Top Flg.Spl. -1.8 -0.1 -1.4 4.1 5.5 -3.3 50.0 0.065 Top Flg.Spl. -1.8 -0.1 -1.5 4.0 5.5 -3.3 50.0 0.066 13 113.91 -3.8 -0.2 -2.0 4.2 6.2 -6.0 50.0 0.120 14 125.16 -4.7 -0.2 -2.4 5.4 7.7 -7.3 50.0 0.146 15 136.40 -3.8 -0.2 -2.5 6.9 9.3 -6.5 50.0 0.129 16 147.64 -1.0 -0.1 -2.3 8.2 10.5 7.1 50.0 0.142 Top Flg.Spl. 1.0 0.0 -2.2 8.8 11.0 9.8 50.0 0.197 Top Flg.Spl. 0.7 0.0 -2.3 6.4 8.7 7.1 50.0 0.141 17 158.89 2.4 0.1 -2.1 6.8 8.9 9.4 50.0 0.188 18 170.13 5.5 0.4 -1.4 7.3 8.7 13.3 50.0 0.265 19 181.37 8.2 0.7 -1.1 8.3 9.4 17.2 50.0 0.344 20 192.61 12.0 1.0 -1.1 11.0 12.1 24.0 50.0 0.480 21 208.48 4.2 0.4 -1.1 5.9 6.9 10.4 50.0 0.208 Top Flg.Spl. 0.6 0.1 -1.7 5.2 6.9 5.9 50.0 0.118 Top Flg.Spl. 0.6 0.1 -1.7 5.0 6.8 5.7 50.0 0.114 22 224.34 -2.1 -0.1 -2.3 4.7 7.0 -4.5 50.0 0.090 23 240.20 -6.4 -0.3 -3.4 4.6 8.0 -10.1 50.0 0.202 24 256.07 -8.9 -0.5 -4.1 5.0 9.1 -13.5 50.0 0.269 25 271.93 -9.5 -0.5 -4.3 5.2 9.5 -14.3 50.0 0.287 26 287.79 -8.2 -0.5 -4.1 5.6 9.7 -12.8 50.0 0.255 27 303.66 -5.0 -0.3 -3.5 5.8 9.3 -8.7 50.0 0.175 28 319.52 0.0 0.0 -2.5 6.1 8.5 6.1 50.0 0.122 Top Flg.Spl. 1.1 0.1 -2.2 6.3 8.6 7.6 50.0 0.151 Top Flg.Spl. 1.3 0.1 -2.3 6.9 9.2 8.3 50.0 0.166 29 335.38 7.3 0.6 -1.3 8.6 9.9 16.5 50.0 0.330 30 351.25 16.0 1.4 -1.2 13.8 15.0 31.2 50.0 0.623 31 367.10 8.3 0.7 -1.2 8.5 9.7 17.4 50.0 0.348 32 382.96 1.8 0.1 -2.2 6.4 8.7 8.3 50.0 0.166 Top Flg.Spl. -1.1 -0.1 -2.8 6.2 9.1 5.0 50.0 0.100 Top Flg.Spl. -1.3 -0.1 -2.9 6.9 9.8 5.5 50.0 0.110 33 398.81 -3.6 -0.2 -3.4 6.8 10.1 -7.2 50.0 0.143 34 414.67 -7.0 -0.4 -4.0 6.6 10.6 -11.5 50.0 0.229 35 430.52 -8.3 -0.5 -4.2 6.2 10.5 -13.0 50.0 0.260 36 446.37 -7.3 -0.4 -4.0 6.0 10.0 -11.6 50.0 0.232 37 462.23 -3.9 -0.2 -3.2 5.6 8.9 -7.4 50.0 0.147 Top Flg.Spl. -0.5 0.0 -2.5 5.3 7.8 4.7 50.0 0.094 Top Flg.Spl. -0.5 0.0 -2.4 4.6 7.1 4.1 50.0 0.083 Bot.Flg.Spl. -0.2 0.0 -2.3 4.7 7.0 4.5 50.0 0.090 Bot.Flg.Spl. -0.2 0.0 -2.3 4.8 7.1 4.6 50.0 0.092 38 478.08 1.4 0.1 -2.0 5.0 7.0 6.5 50.0 0.130 39 493.94 7.9 0.7 -0.9 7.3 8.1 15.8 50.0 0.316 40 509.79 15.9 1.4 -0.9 13.0 14.0 30.3 50.0 0.606 41 523.77 8.3 0.7 -1.1 8.4 9.6 17.4 50.0 0.347 Top Flg.Spl. 2.0 0.2 -2.1 6.6 8.7 8.8 50.0 0.175 Top Flg.Spl. 2.4 0.2 -2.1 7.6 9.7 10.1 50.0 0.202 42 537.74 2.2 0.2 -2.2 7.5 9.7 9.9 50.0 0.198 Bot.Flg.Spl. 1.8 0.1 -2.2 7.4 9.6 9.3 50.0 0.186 Bot.Flg.Spl. 1.7 0.1 -2.2 7.2 9.4 9.0 50.0 0.180 43 551.72 -3.6 -0.2 -3.0 6.4 9.4 -6.9 50.0 0.137 44 565.69 -7.9 -0.4 -3.6 5.6 9.2 -11.9 50.0 0.238 45 579.67 -10.6 -0.6 -3.9 4.8 8.7 -15.1 50.0 0.301 46 593.65 -11.7 -0.6 -3.9 3.9 7.8 -16.2 50.0 0.324 47 607.62 -11.1 -0.6 -3.6 3.0 6.5 -15.3 50.0 0.306 48 621.60 -9.0 -0.5 -2.9 2.0 4.9 -12.4 50.0 0.247 49 635.57 -5.3 -0.3 -1.7 1.0 2.7 -7.3 50.0 0.146 50 649.55 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.000 Governing expression for allowable compression stress Tenth Pt Expression 1 compact 2 compact 3 compact 4 compact 5 compact 6 compact 7 compact 12 (5-8) 13 (5-8) 14 (5-8) 15 (5-8) 16 compact 22 compact 23 compact 24 compact 25 compact 26 compact 27 compact 33 compact 34 compact 35 compact 36 compact 37 compact 43 compact 44 compact 45 compact 46 compact 47 compact 48 compact 49 compact Perf. ratio for compact section is (factored mom/mom strength) if this is less than (total stress/allowable stress). Grp I Top Flange Factored Lateral Bending Stress Tenth Noncomp Dead Comp Dead Max LL+I Min LL+I Pt Lat Mom fw Lat Mom fw Lat Mom fw Lat Mom fw k-ft ksi k-ft ksi k-ft ksi k-ft ksi 0 0.00 0.00 composite 1 0.00 0.00 composite 2 0.00 0.00 composite 3 0.00 0.00 composite 4 0.00 0.00 composite 5 0.00 0.00 composite 6 0.00 0.00 composite 7 0.00 0.00 composite Top.Flg.Spl -1.04 0.09 composite Top.Flg.Spl -1.05 0.07 composite 8 0.00 0.00 composite 9 0.00 0.00 composite 10 0.00 0.00 composite 11 -2.18 0.22 composite 12 -1.10 0.11 composite Top.Flg.Spl -1.08 0.11 composite Top.Flg.Spl -1.08 0.11 composite 13 1.42 0.14 composite 14 0.36 0.04 composite 15 -1.54 0.15 composite 16 -0.36 0.04 composite Top.Flg.Spl -1.39 0.14 composite Top.Flg.Spl -1.37 0.08 composite 17 2.11 0.13 composite 18 -2.81 0.17 composite 19 -3.95 0.24 composite 20 19.29 1.18 composite 21 1.10 0.07 composite Top.Flg.Spl -2.32 0.14 composite Top.Flg.Spl -2.31 0.14 composite 22 0.22 0.01 composite 23 -1.65 0.10 composite 24 -6.70 0.41 composite 25 -8.58 0.52 composite 26 -6.00 0.37 composite 27 -0.73 0.04 composite 28 -1.47 0.00 composite Top.Flg.Spl -3.20 0.20 composite Top.Flg.Spl -3.23 0.21 composite 29 3.14 0.21 composite 30 24.45 1.62 composite 31 11.29 0.75 composite 32 2.40 0.16 composite Top.Flg.Spl -1.61 0.11 composite Top.Flg.Spl -1.60 0.13 composite 33 4.32 0.36 composite 34 8.51 0.71 composite 35 10.03 0.84 composite 36 8.73 0.73 composite 37 4.68 0.39 composite Top.Flg.Spl -1.46 0.12 composite Top.Flg.Spl -1.45 0.10 composite 38 1.96 0.13 composite 39 0.00 0.00 composite 40 0.00 0.00 composite 41 0.00 0.00 composite Top.Flg.Spl -3.74 0.25 composite Top.Flg.Spl -3.73 0.00 composite 42 0.00 0.00 composite 43 0.00 0.00 composite 44 0.00 0.00 composite 45 0.00 0.00 composite 46 0.00 0.00 composite 47 0.00 0.00 composite 48 0.00 0.00 composite 49 0.00 0.00 composite 50 0.00 0.00 composite Dabrowski sign convention: +fw/fb ratio used for allowable stress. (See 2003 Guide spec. commentary C5.1) First of two splice entries is to left of splice, second is to right of splice. Bottom Flange Factored Bending Stress - Group I Loading Girder 9 Grp I Factored Bending Stresses - ksi Tenth Loc ----------------- Bottom Flange ----------------- Point Noncomp Comp Max Min LL+I Wind Tot Allow Ratio Dead Dead LM+I LL+I Rng 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 48.4 0.000 1 8.02 3.0 0.3 4.5 -1.4 5.9 0.0 7.8 50.0 0.131 2 16.04 5.2 0.6 7.7 -2.9 10.6 0.0 13.4 50.0 0.214 3 24.06 6.3 0.7 9.8 -4.1 13.9 0.0 16.8 50.0 0.268 4 32.07 6.7 0.7 10.9 -5.3 16.2 0.0 18.3 50.0 0.291 5 40.09 6.0 0.7 10.9 -6.3 17.2 0.0 17.6 50.0 0.280 6 48.11 4.5 0.5 10.1 -7.4 17.5 0.0 15.1 50.0 0.243 7 56.13 1.9 0.2 8.7 -8.3 16.9 0.0 10.9 50.0 0.181 Bot.Flg.Spl. 0.6 0.1 7.9 -8.7 16.5 0.0 8.6 50.0 0.166 Bot.Flg.Spl. 0.5 0.1 6.8 -7.4 14.2 0.0 7.4 50.0 0.149 8 64.15 -1.3 -0.1 5.5 -8.0 13.6 0.0 -9.5 48.3 0.196 9 72.17 -5.1 -0.6 4.3 -9.5 13.8 0.0 -15.1 48.3 0.313 10 80.18 -9.6 -1.1 4.1 -13.5 17.6 0.0 -24.2 48.3 0.500 11 91.43 -3.4 -0.4 3.3 -6.8 10.1 0.0 -10.6 42.5 0.249 12 102.67 1.1 0.1 7.1 -5.2 12.3 0.0 8.3 49.9 0.166 Bot.Flg.Spl. 1.8 0.2 7.8 -5.1 12.9 0.0 9.8 49.9 0.196 Bot.Flg.Spl. 1.6 0.2 6.9 -4.5 11.4 0.0 8.7 49.9 0.173 13 113.91 3.4 0.3 9.4 -4.7 14.1 0.0 13.2 49.9 0.264 14 125.16 4.2 0.4 11.1 -6.0 17.1 0.0 15.8 50.0 0.315 15 136.40 3.4 0.4 11.7 -7.6 19.3 0.0 15.5 49.8 0.311 16 147.64 0.9 0.2 11.0 -9.1 20.1 0.0 12.1 50.0 0.241 Bot.Flg.Spl. -0.9 0.0 10.3 -9.8 20.1 0.0 -10.7 41.6 0.257 Bot.Flg.Spl. -0.7 0.0 8.2 -7.4 15.6 0.0 -8.1 48.3 0.168 17 158.89 -2.4 -0.2 7.4 -8.0 15.4 0.0 -10.5 48.3 0.218 18 170.13 -5.5 -0.5 4.7 -8.4 13.1 0.0 -14.5 42.8 0.338 19 181.37 -8.2 -0.8 3.2 -9.5 12.7 0.0 -18.5 42.6 0.434 20 192.61 -12.0 -1.2 3.1 -12.5 15.6 0.0 -25.7 40.5 0.633 21 208.48 -4.2 -0.4 3.1 -6.7 9.8 0.0 -11.3 48.0 0.235 Bot.Flg.Spl. -0.6 -0.1 4.9 -5.9 10.8 0.0 -6.6 48.0 0.137 Bot.Flg.Spl. -0.5 -0.1 4.0 -4.7 8.6 0.0 -5.3 47.5 0.111 22 224.34 1.7 0.1 5.3 -4.4 9.7 0.0 7.1 50.0 0.142 23 240.20 5.3 0.4 7.7 -4.3 12.0 0.0 13.4 50.0 0.269 24 256.07 7.4 0.6 9.2 -4.7 13.9 0.0 17.2 49.8 0.346 25 271.93 7.9 0.7 9.7 -4.9 14.6 0.0 18.3 49.7 0.368 26 287.79 6.8 0.6 9.3 -5.3 14.6 0.0 16.7 49.8 0.335 27 303.66 4.1 0.3 7.9 -5.4 13.3 0.0 12.4 50.0 0.248 28 319.52 0.0 0.0 5.6 -5.7 11.3 0.0 -5.7 47.5 0.120 Bot.Flg.Spl. -0.9 -0.1 5.1 -5.9 11.0 0.0 -7.0 47.5 0.146 Bot.Flg.Spl. -1.3 -0.1 6.7 -7.8 14.5 0.0 -9.2 48.0 0.193 29 335.38 -7.3 -0.7 3.9 -9.7 13.7 0.0 -17.8 48.0 0.370 30 351.25 -16.0 -1.5 3.5 -15.7 19.2 0.0 -33.2 48.0 0.693 31 367.10 -8.3 -0.8 3.6 -9.6 13.2 0.0 -18.6 48.4 0.385 32 382.96 -1.8 -0.1 6.5 -7.3 13.9 0.0 -9.2 48.4 0.190 Bot.Flg.Spl. 1.1 0.2 8.3 -7.1 15.4 0.0 9.6 49.9 0.193 Bot.Flg.Spl. 0.9 0.1 6.8 -5.9 12.6 0.0 7.9 49.9 0.158 33 398.81 2.6 0.3 7.8 -5.7 13.5 0.0 10.7 49.7 0.215 34 414.67 5.2 0.5 9.3 -5.6 14.9 0.0 15.0 49.6 0.302 35 430.52 6.1 0.6 9.7 -5.3 15.0 0.0 16.4 49.6 0.332 36 446.37 5.3 0.5 9.1 -5.1 14.3 0.0 15.0 49.6 0.302 37 462.23 2.9 0.3 7.4 -4.8 12.2 0.0 10.6 49.7 0.213 Top Flg.Spl. 0.4 0.1 5.8 -4.5 10.3 0.0 6.2 49.7 0.125 Top Flg.Spl. 0.4 0.1 5.8 -4.4 10.2 0.0 6.2 49.7 0.125 Bot.Flg.Spl. 0.1 0.0 5.6 -4.4 10.0 0.0 5.8 50.0 0.116 Bot.Flg.Spl. 0.2 0.0 6.9 -5.5 12.4 0.0 7.1 49.9 0.142 38 478.08 -1.4 -0.1 6.0 -5.7 11.7 0.0 -7.2 48.4 0.149 39 493.94 -7.9 -0.7 2.5 -8.3 10.8 0.0 -16.9 48.4 0.349 40 509.79 -15.9 -1.6 2.8 -14.8 17.6 0.0 -32.3 48.0 0.672 41 523.77 -8.3 -0.8 3.4 -9.6 13.0 0.0 -18.6 48.0 0.387 Top Flg.Spl. -2.0 -0.2 6.1 -7.5 13.6 0.0 -9.7 48.0 0.202 Top Flg.Spl. -2.1 -0.2 6.1 -7.7 13.8 0.0 -9.9 48.0 0.206 42 537.74 -1.9 -0.2 6.2 -7.6 13.8 0.0 -9.7 48.0 0.203 Bot.Flg.Spl. -1.6 -0.1 6.3 -7.5 13.9 0.0 -9.2 48.0 0.192 Bot.Flg.Spl. -1.3 -0.1 5.1 -6.1 11.3 0.0 -7.5 50.0 0.149 43 551.72 2.7 0.2 7.0 -5.4 12.4 0.0 9.9 50.0 0.188 44 565.69 5.8 0.5 8.4 -4.8 13.1 0.0 14.7 50.0 0.269 45 579.67 7.8 0.7 9.1 -4.1 13.2 0.0 17.6 50.0 0.318 46 593.65 8.6 0.8 9.0 -3.3 12.4 0.0 18.4 50.0 0.331 47 607.62 8.2 0.7 8.3 -2.5 10.8 0.0 17.2 50.0 0.309 48 621.60 6.7 0.6 6.6 -1.7 8.3 0.0 13.8 50.0 0.248 49 635.57 3.9 0.3 4.0 -0.9 4.8 0.0 8.2 50.0 0.148 50 649.55 0.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.000 Governing expression for allowable compression stress Tenth Pt Expression 8 (5-8) 9 (5-8) 10 (5-8) 11 (5-8) 17 compact 18 (5-8) 19 (5-8) 20 (5-8) 21 compact 28 (5-4) 29 compact 30 compact 31 compact 32 compact 38 compact 39 (5-8) 40 (5-8) 41 (5-8) 42 compact Perf. ratio for compact section is (factored mom/mom strength) if this is less than (total stress/allowable stress). Grp I Bottom Flange Factored Lateral Bending Stress Tenth Noncomp Dead Comp Dead Max LL+I Min LL+I Pt Lat Mom fw Lat Mom fw Lat Mom fw Lat Mom fw k-ft ksi k-ft ksi k-ft ksi k-ft ksi 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Bot.Flg.Spl -1.04 0.05 -0.11 0.00 -3.84 0.19 -2.33 0.12 Bot.Flg.Spl -1.04 0.07 -0.11 0.00 -3.84 0.25 -2.33 0.15 8 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11 -2.18 0.22 -0.23 0.00 -1.12 0.11 -2.83 0.28 12 -1.10 0.11 -0.11 0.00 -3.66 0.36 -1.95 0.19 Bot.Flg.Spl -1.08 0.11 -0.11 0.00 -3.60 0.36 -2.19 0.22 Bot.Flg.Spl -1.08 0.09 -0.11 0.00 -3.60 0.30 -2.19 0.18 13 1.42 0.12 0.14 0.00 4.62 0.39 1.84 0.15 14 0.36 0.03 0.04 0.00 1.03 0.09 0.56 0.05 15 -1.54 0.13 -0.19 0.00 -6.63 0.55 -3.57 0.30 16 -0.36 0.03 0.01 0.00 1.00 0.08 -0.04 0.00 Bot.Flg.Spl -1.39 0.12 -0.13 0.00 -5.90 0.49 -4.46 0.37 Bot.Flg.Spl -1.39 0.08 -0.13 0.00 -5.90 0.36 -4.46 0.27 17 2.11 0.13 0.12 0.00 4.63 0.28 4.86 0.30 18 -2.81 0.17 -0.22 0.00 -3.83 0.23 -4.71 0.29 19 -3.95 0.24 -0.36 0.02 -1.16 0.07 -3.83 0.23 20 19.29 1.18 1.77 0.11 5.44 0.33 18.57 1.13 21 1.10 0.07 0.12 0.00 2.90 0.18 3.56 0.22 Bot.Flg.Spl -2.32 0.14 -0.20 0.00 -4.65 0.28 -3.76 0.23 Bot.Flg.Spl -2.32 0.10 -0.20 0.00 -4.65 0.21 -3.76 0.17 22 0.22 0.01 0.00 0.00 2.02 0.09 0.13 0.01 23 -1.65 0.07 -0.13 0.00 -3.77 0.17 -2.33 0.11 24 -6.70 0.30 -0.57 0.03 -9.38 0.42 -4.15 0.19 25 -8.58 0.39 -0.73 0.03 -11.64 0.53 -5.14 0.23 26 -6.00 0.27 -0.51 0.02 -9.52 0.43 -4.80 0.22 27 -0.73 0.03 -0.05 0.00 -3.93 0.18 -2.97 0.13 28 -1.47 0.00 -0.14 0.00 1.89 0.09 -0.12 0.01 Bot.Flg.Spl -3.20 0.15 -0.29 0.00 -4.01 0.18 -5.40 0.24 Bot.Flg.Spl -3.20 0.21 -0.29 0.00 -4.01 0.27 -5.40 0.36 29 3.14 0.21 0.29 0.02 3.61 0.24 5.49 0.36 30 24.45 1.62 2.19 0.14 5.91 0.39 22.17 1.46 31 11.29 0.75 0.98 0.06 5.35 0.35 12.21 0.81 32 2.40 0.16 0.16 0.00 9.86 0.65 9.29 0.61 Bot.Flg.Spl -1.61 0.11 -0.14 0.00 -5.86 0.39 -4.44 0.29 Bot.Flg.Spl -1.61 0.08 -0.14 0.00 -5.86 0.29 -4.44 0.22 33 4.32 0.21 0.45 0.00 14.40 0.71 8.76 0.43 34 8.51 0.42 0.82 0.00 17.16 0.85 8.57 0.42 35 10.03 0.50 0.96 0.05 17.98 0.89 8.09 0.40 36 8.73 0.43 0.84 0.00 16.86 0.84 7.82 0.39 37 4.68 0.23 0.47 0.00 13.71 0.68 7.31 0.36 Bot.Flg.Spl -1.13 0.00 -0.11 0.00 -3.32 0.16 -1.77 0.09 Bot.Flg.Spl -1.13 0.00 -0.11 0.00 -3.32 0.22 -1.77 0.12 38 1.96 0.13 0.14 0.00 8.93 0.59 7.25 0.48 39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Bot.Flg.Spl -3.74 0.25 -0.33 0.00 -3.37 0.22 -3.56 0.24 Bot.Flg.Spl -3.74 0.00 -0.33 0.00 -3.37 0.17 -3.56 0.18 43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Dabrowski sign convention: +fw/fb ratio used for allowable stress. (See 2003 Guide spec. commentary C5.1) First of two splice entries is to left of splice, second is to right of splice. Slab and Rebar Factored Stress - Group I Loading Girder 9 Grp I Factored Bending Stresses - ksi Tenth Loc ----- Slab ----- ---- Rebars ---- Point Comp Max Tot Comp Min Tot Dead LL+I Dead LL+I 0 0.00 0.00 0.00 0.00 0.00 0.01 0.01 1 8.02 -0.01 -0.28 -0.29 0.00 1.61 1.61 2 16.04 -0.02 -0.47 -0.49 0.00 3.22 3.22 3 24.06 -0.03 -0.59 -0.61 0.00 4.57 4.57 4 32.07 -0.03 -0.64 -0.67 0.00 5.92 5.92 5 40.09 -0.02 -0.63 -0.65 0.00 7.05 7.05 6 48.11 -0.02 -0.58 -0.59 0.00 8.20 8.20 7 56.13 -0.01 -0.49 -0.49 0.00 9.20 9.20 8 64.15 0.00 -0.33 -0.33 0.13 9.10 9.23 9 72.17 0.00 -0.26 -0.26 0.63 10.78 11.41 10 80.18 0.00 -0.24 -0.24 1.24 15.25 16.49 11 91.43 0.00 -0.20 -0.20 0.45 7.66 8.12 12 102.67 0.00 -0.42 -0.43 0.00 5.89 5.89 13 113.91 -0.01 -0.61 -0.62 0.00 5.86 5.86 14 125.16 -0.02 -0.71 -0.73 0.00 7.46 7.46 15 136.40 -0.02 -0.76 -0.77 0.00 9.47 9.47 16 147.64 -0.01 -0.71 -0.72 0.00 11.32 11.32 17 158.89 0.00 -0.53 -0.53 0.18 9.22 9.40 18 170.13 0.00 -0.33 -0.33 0.55 9.49 10.04 19 181.37 0.00 -0.22 -0.22 0.87 10.39 11.26 20 192.61 0.00 -0.22 -0.22 1.30 13.65 14.95 21 208.48 0.00 -0.22 -0.22 0.48 7.27 7.75 22 224.34 -0.01 -0.44 -0.45 0.00 5.73 5.73 23 240.20 -0.02 -0.65 -0.67 0.00 5.64 5.64 24 256.07 -0.03 -0.77 -0.80 0.00 6.09 6.09 25 271.93 -0.03 -0.82 -0.85 0.00 6.39 6.39 26 287.79 -0.03 -0.78 -0.81 0.00 6.85 6.85 27 303.66 -0.02 -0.66 -0.68 0.00 7.04 7.04 28 319.52 0.00 -0.47 -0.47 0.02 7.42 7.44 29 335.38 0.00 -0.27 -0.27 0.78 10.70 11.49 30 351.25 0.00 -0.25 -0.25 1.70 17.21 18.91 31 367.10 0.00 -0.25 -0.25 0.84 10.56 11.41 32 382.96 0.00 -0.46 -0.46 0.14 8.03 8.17 33 398.81 -0.01 -0.66 -0.67 0.00 8.26 8.26 34 414.67 -0.02 -0.78 -0.81 0.00 8.09 8.09 35 430.52 -0.03 -0.82 -0.85 0.00 7.63 7.63 36 446.37 -0.02 -0.77 -0.80 0.00 7.38 7.38 37 462.23 -0.01 -0.63 -0.64 0.00 6.90 6.90 38 478.08 0.00 -0.42 -0.42 0.12 6.27 6.39 39 493.94 0.00 -0.18 -0.18 0.82 9.07 9.89 40 509.79 0.00 -0.19 -0.19 1.71 16.24 17.95 41 523.77 0.00 -0.24 -0.24 0.87 10.50 11.37 42 537.74 0.00 -0.45 -0.45 0.21 9.37 9.58 43 551.72 -0.01 -0.59 -0.60 0.00 7.79 7.79 44 565.69 -0.02 -0.71 -0.73 0.00 6.86 6.86 45 579.67 -0.03 -0.77 -0.80 0.00 5.86 5.86 46 593.65 -0.04 -0.76 -0.80 0.00 4.77 4.77 47 607.62 -0.03 -0.70 -0.73 0.00 3.64 3.64 48 621.60 -0.03 -0.56 -0.58 0.00 2.45 2.45 49 635.57 -0.02 -0.33 -0.35 0.00 1.24 1.24 50 649.55 0.00 0.00 0.00 0.00 0.00 0.00 Only slab compression stresses tabulated. Bottom Flange Elastic Compression Strength Girder 9 Bottom Flange Elastic Compression Strength - k-ft Tenth M1 M2 Cb Lb Lp Lr PT Dc Mr Rb My Mu 8 1416.61 3562.46 1.38 193.02 294.43 678.86 26.76 7017.21(103c) 1.00 7017.21 7017.21 9 1416.61 3562.46 1.38 193.02 294.43 678.86 26.76 7017.21(103c) 1.00 7017.21 7017.21 10 1416.61 3562.46 1.38 193.02 294.43 678.86 26.76 7017.21(103c) 1.00 7017.21 7017.21 39 2355.56 5437.53 1.35 190.15 294.43 684.56 37.35 15682.52(103c) 1.00 15682.52 15682.52 40 5113.45 10337.03 1.30 209.65 294.43 684.56 37.35 15682.52(103c) 1.00 15682.52 15682.52 41 5113.45 10337.03 1.30 209.65 294.43 684.56 37.35 15682.52(103c) 1.00 15682.52 15682.52 42 1955.84 5113.45 1.39 209.65 294.43 689.64 35.06 13346.34(103c) 1.00 13346.34 13346.34 Tabulated only where girder is straight. Constructibility of Web in Bending Girder 9 Web Compression Bending Stress for Constructibility - ksi Tenth Noncomp. Dead Noncomp. Dead Allowable Ratio Point Factored Mom Web Bending (6-3),(6-8) Stress 0 0.00 0.00 50.04 0.000 1 380.94 3.11 50.04 0.062 2 653.09 5.32 50.04 0.106 3 804.34 6.56 50.04 0.131 4 843.52 6.88 50.04 0.137 5 762.35 6.21 50.04 0.124 6 564.85 4.60 50.04 0.092 7 245.62 2.00 50.04 0.040 8 -197.27 1.35 50.04 0.027 9 -763.52 5.22 50.04 0.104 10 -1454.38 9.95 50.04 0.199 11 -517.92 3.54 50.04 0.071 12 164.95 1.13 50.04 0.023 13 588.82 3.95 50.04 0.079 14 728.99 4.89 50.04 0.098 15 578.64 3.88 50.04 0.078 16 150.24 1.01 50.04 0.020 17 -561.89 2.50 50.04 0.050 18 -1541.75 5.71 50.04 0.114 19 -2764.38 8.48 50.04 0.170 20 -4226.26 12.38 50.04 0.248 21 -1476.60 4.33 50.04 0.086 22 774.12 2.13 50.04 0.043 23 2392.52 6.60 50.04 0.132 24 3336.69 9.20 50.04 0.184 25 3566.05 9.83 50.04 0.197 26 3071.63 8.47 50.04 0.169 27 1868.93 5.15 50.04 0.103 28 -1.76 0.00 50.04 0.000 29 -2470.17 7.56 50.04 0.151 30 -5410.77 16.56 50.04 0.331 31 -2785.35 8.52 50.04 0.170 32 -594.22 1.82 50.04 0.036 33 1064.29 3.69 50.04 0.074 34 2099.36 7.28 50.04 0.145 35 2477.63 8.59 50.04 0.172 36 2159.86 7.49 50.04 0.150 37 1161.14 4.03 50.04 0.080 38 -474.19 1.45 50.04 0.029 39 -2662.94 8.15 50.04 0.163 40 -5375.48 16.45 50.04 0.329 41 -2784.86 8.52 50.04 0.170 42 -634.55 2.28 50.04 0.046 43 1078.23 3.74 50.04 0.075 44 2340.36 8.12 50.04 0.162 45 3146.92 10.91 50.04 0.218 46 3472.47 12.04 50.04 0.241 47 3320.66 11.52 50.04 0.230 48 2689.96 9.33 50.04 0.186 49 1581.38 5.48 50.04 0.110 50 0.00 0.00 50.04 0.000 Top Flange Overload Stress Girder 9 Top Flange 10.57 Overload Stress - ksi Tenth Loc Noncomp Comp 1.67 Max 1.67 Min Allowable Ratio Dead Dead LL+I LL+I 0 0.00 0.00 0.00 0.00 0.00 47.54 0.000 1 8.02 -2.24 -0.13 -0.67 0.85 47.54 0.064 2 16.04 -3.84 -0.22 -1.13 1.70 47.54 0.109 3 24.06 -4.73 -0.26 -1.39 2.42 47.54 0.134 4 32.07 -4.96 -0.27 -1.49 3.13 47.54 0.141 5 40.09 -4.48 -0.24 -1.43 3.72 47.54 0.129 6 48.11 -3.32 -0.18 -1.28 4.33 47.54 0.101 7 56.13 -1.44 -0.08 -1.06 4.86 47.54 0.070 Top flg.spl. -0.49 -0.04 -0.91 5.21 47.54 0.098 Top flg.spl. -0.42 -0.07 -0.94 4.59 47.54 0.086 8 64.15 1.00 0.07 -0.77 4.97 47.54 0.127 9 72.17 3.89 0.34 -0.59 5.89 47.54 0.213 10 80.18 7.41 0.68 -0.57 8.33 47.54 0.345 11 91.43 2.78 0.25 -0.46 4.19 47.54 0.152 12 102.67 -0.91 -0.04 -0.97 3.22 47.54 0.048 Top flg.spl. -1.45 -0.06 -1.07 3.15 47.54 0.054 Top flg.spl. -1.42 -0.06 -1.13 3.11 47.54 0.055 13 113.91 -3.03 -0.14 -1.54 3.26 47.54 0.099 14 125.16 -3.66 -0.19 -1.81 4.15 47.54 0.119 15 136.40 -2.99 -0.16 -1.92 5.27 47.54 0.107 16 147.64 -0.77 -0.08 -1.80 6.30 47.54 0.115 Top flg.spl. 0.83 -0.01 -1.69 6.77 47.54 0.160 Top flg.spl. 0.53 -0.02 -1.76 4.92 47.54 0.114 17 158.89 1.86 0.10 -1.60 5.26 47.54 0.152 18 170.13 4.36 0.33 -1.10 5.63 47.54 0.217 19 181.37 6.48 0.53 -0.83 6.38 47.54 0.282 20 192.61 10.03 0.81 -0.82 8.45 47.54 0.406 21 208.48 3.22 0.30 -0.81 4.50 47.54 0.169 Top flg.spl. 0.47 0.06 -1.34 3.99 47.54 0.095 Top flg.spl. 0.45 0.04 -1.34 3.86 47.54 0.092 22 224.34 -1.59 -0.08 -1.78 3.62 47.54 0.073 23 240.20 -4.91 -0.27 -2.61 3.56 47.54 0.164 24 256.07 -6.85 -0.38 -3.12 3.85 47.54 0.218 25 271.93 -7.32 -0.41 -3.30 4.04 47.54 0.232 26 287.79 -6.31 -0.35 -3.16 4.33 47.54 0.206 27 303.66 -3.84 -0.21 -2.68 4.45 47.54 0.141 28 319.52 0.00 0.01 -1.89 4.69 47.54 0.099 Top flg.spl. 0.87 0.09 -1.73 4.86 47.54 0.122 Top flg.spl. 0.96 0.10 -1.74 5.31 47.54 0.134 29 335.38 5.63 0.48 -1.03 6.60 47.54 0.267 30 351.25 12.33 1.05 -0.92 10.61 47.54 0.505 31 367.10 6.35 0.52 -0.93 6.51 47.54 0.281 32 382.96 1.35 0.09 -1.71 4.95 47.54 0.134 Top flg.spl. -0.87 -0.11 -2.18 4.79 47.54 0.080 Top flg.spl. -0.99 -0.08 -2.26 5.31 47.54 0.089 33 398.81 -2.75 -0.17 -2.60 5.19 47.54 0.116 34 414.67 -5.42 -0.31 -3.10 5.08 47.54 0.186 35 430.52 -6.40 -0.36 -3.25 4.80 47.54 0.211 36 446.37 -5.58 -0.32 -3.05 4.64 47.54 0.188 37 462.23 -3.00 -0.18 -2.48 4.34 47.54 0.119 Top flg.spl. -0.42 -0.04 -1.93 4.08 47.54 0.076 Top flg.spl. -0.36 -0.05 -1.86 3.57 47.54 0.066 Bot.flg.spl. -0.12 -0.02 -1.80 3.58 47.54 0.073 Bot.flg.spl. -0.12 -0.03 -1.80 3.70 47.54 0.075 38 478.08 1.08 0.07 -1.55 3.87 47.54 0.106 39 493.94 6.07 0.51 -0.66 5.59 47.54 0.256 40 509.79 12.25 1.05 -0.73 10.01 47.54 0.490 41 523.77 6.35 0.54 -0.88 6.47 47.54 0.281 Top flg.spl. 1.54 0.12 -1.59 5.08 47.54 0.142 Top flg.spl. 1.81 0.14 -1.64 5.81 47.54 0.163 42 537.74 1.70 0.13 -1.66 5.79 47.54 0.160 Bot.flg.spl. 1.36 0.10 -1.70 5.71 47.54 0.151 Bot.flg.spl. 1.31 0.06 -1.72 5.54 47.54 0.145 43 551.72 -2.78 -0.16 -2.34 4.90 47.54 0.111 44 565.69 -6.04 -0.33 -2.79 4.31 47.54 0.193 45 579.67 -8.13 -0.44 -3.03 3.68 47.54 0.244 46 593.65 -8.97 -0.48 -3.02 3.00 47.54 0.262 47 607.62 -8.58 -0.46 -2.75 2.29 47.54 0.248 48 621.60 -6.95 -0.37 -2.20 1.54 47.54 0.200 49 635.57 -4.08 -0.22 -1.32 0.78 47.54 0.118 50 649.55 0.00 0.00 0.00 0.00 47.54 0.000 Bottom Flange Overload Stress Girder 9 Bottom Flange Permanent Defl Stress - ksi Tenth Loc Noncomp Comp 1.67 Max 1.67 Min Allowable Ratio Dead Dead LL+I LL+I 0 0.00 0.00 0.00 0.00 0.00 47.54 0.000 1 8.02 2.24 0.25 3.26 -1.07 47.54 0.121 2 16.04 3.84 0.43 5.63 -2.15 47.54 0.208 3 24.06 4.73 0.52 7.17 -3.05 47.54 0.261 4 32.07 4.96 0.55 7.97 -3.95 47.54 0.283 5 40.09 4.48 0.50 7.96 -4.70 47.54 0.272 6 48.11 3.32 0.38 7.39 -5.46 47.54 0.233 7 56.13 1.44 0.18 6.35 -6.13 47.54 0.168 Bot.flg.spl. 0.49 0.08 6.04 -6.68 47.54 0.139 Bot.flg.spl. 0.42 0.08 5.24 -5.71 47.54 0.121 8 64.15 -1.00 -0.09 4.25 -6.18 47.54 0.153 9 72.17 -3.89 -0.43 3.32 -7.32 47.54 0.245 10 80.18 -7.41 -0.84 3.17 -10.36 47.54 0.391 11 91.43 -2.78 -0.31 2.66 -5.42 42.52 0.200 12 102.67 0.91 0.08 5.75 -4.15 47.54 0.142 Bot.flg.spl. 1.45 0.13 6.31 -4.07 47.54 0.166 Bot.flg.spl. 1.28 0.12 5.60 -3.60 47.54 0.147 13 113.91 2.71 0.27 7.53 -3.74 47.54 0.221 14 125.16 3.28 0.35 8.58 -4.64 47.54 0.257 15 136.40 2.67 0.30 9.43 -6.08 47.54 0.261 16 147.64 0.69 0.14 8.53 -7.00 47.54 0.197 Bot.flg.spl. -0.74 0.02 8.00 -7.52 47.54 0.173 Bot.flg.spl. -0.53 0.02 6.29 -5.73 47.54 0.131 17 158.89 -1.86 -0.12 5.71 -6.12 47.54 0.170 18 170.13 -4.36 -0.38 3.77 -6.70 42.84 0.267 19 181.37 -6.48 -0.62 2.55 -7.45 42.61 0.342 20 192.61 -10.03 -1.00 2.67 -10.48 40.54 0.531 21 208.48 -3.22 -0.34 2.40 -5.12 47.54 0.183 Bot.flg.spl. -0.47 -0.07 3.78 -4.50 47.54 0.106 Bot.flg.spl. -0.38 -0.05 3.04 -3.61 47.54 0.085 22 224.34 1.32 0.10 4.04 -3.39 47.54 0.115 23 240.20 4.09 0.34 5.92 -3.33 47.54 0.218 24 256.07 5.70 0.48 7.07 -3.60 47.54 0.279 25 271.93 6.09 0.52 7.48 -3.78 47.54 0.296 26 287.79 5.25 0.45 7.15 -4.05 47.54 0.270 27 303.66 3.19 0.27 6.06 -4.16 47.54 0.200 28 319.52 0.00 -0.01 4.27 -4.39 47.52 0.093 Bot.flg.spl. -0.72 -0.08 3.91 -4.54 47.52 0.113 Bot.flg.spl. -0.96 -0.11 5.15 -6.04 47.54 0.150 29 335.38 -5.63 -0.55 3.03 -7.49 47.54 0.288 30 351.25 -12.33 -1.19 2.71 -12.05 47.54 0.538 31 367.10 -6.35 -0.59 2.73 -7.40 47.54 0.302 32 382.96 -1.35 -0.10 5.03 -5.63 47.54 0.149 Bot.flg.spl. 0.87 0.12 6.42 -5.44 47.54 0.156 Bot.flg.spl. 0.73 0.09 5.22 -4.50 47.54 0.127 33 398.81 2.03 0.21 6.00 -4.41 47.54 0.173 34 414.67 4.00 0.38 7.15 -4.31 47.54 0.242 35 430.52 4.72 0.44 7.50 -4.07 47.54 0.266 36 446.37 4.11 0.38 7.03 -3.94 47.54 0.243 37 462.23 2.21 0.21 5.72 -3.68 47.54 0.171 Top flg.spl. 0.31 0.05 4.44 -3.46 47.54 0.101 Top flg.spl. 0.30 0.05 4.44 -3.39 47.54 0.101 Bot.flg.spl. 0.10 0.03 4.31 -3.41 47.54 0.093 Bot.flg.spl. 0.12 0.04 5.30 -4.20 47.54 0.115 38 478.08 -1.08 -0.08 4.58 -4.39 47.54 0.117 39 493.94 -6.07 -0.58 1.94 -6.35 47.54 0.273 40 509.79 -12.25 -1.19 2.15 -11.37 47.54 0.522 41 523.77 -6.35 -0.61 2.61 -7.36 47.54 0.301 Top flg.spl. -1.54 -0.14 4.69 -5.78 47.54 0.157 Top flg.spl. -1.59 -0.14 4.69 -5.89 47.54 0.160 42 537.74 -1.49 -0.13 4.73 -5.87 47.54 0.158 Bot.flg.spl. -1.19 -0.10 4.87 -5.79 47.54 0.149 Bot.flg.spl. -0.97 -0.08 3.96 -4.70 47.54 0.121 43 551.72 2.05 0.19 5.40 -4.16 47.54 0.161 44 565.69 4.46 0.40 6.44 -3.66 47.54 0.238 45 579.67 5.99 0.53 6.99 -3.13 47.54 0.284 46 593.65 6.61 0.58 6.96 -2.55 47.54 0.298 47 607.62 6.32 0.55 6.35 -1.94 47.54 0.278 48 621.60 5.12 0.45 5.07 -1.31 47.54 0.224 49 635.57 3.01 0.26 3.05 -0.66 47.54 0.133 50 649.55 0.00 0.00 0.00 0.00 47.54 0.000 Lateral bending stresses not included if compact. Factored Noncomp Dead Wet Concrete Bending Stress Girder 9 Factored Noncomp Dead Wet Concrete Stresses - ksi [While the constructibility load factor is used for this table, slab pouring is not. Actual stresses are dependent on the pouring sequence and may be significantly different from those printed here.] Tenth Loc ----- Top Flange ----- ----- Bott Flange ----- Point Primary Lateral Primary Lateral 0 0.00 0.0 +- 0.0 0.0 +- 0.0 1 8.02 -3.2 +- 0.0 3.2 +- 0.0 2 16.04 -5.6 +- 0.0 5.6 +- 0.0 3 24.06 -6.8 +- 0.0 6.8 +- 0.0 4 32.07 -7.2 +- 0.0 7.2 +- 0.0 5 40.09 -6.5 +- 0.0 6.5 +- 0.0 6 48.11 -4.8 +- 0.0 4.8 +- 0.0 7 56.13 -2.1 +- 0.0 2.1 +- 0.0 Top flg.spl 59.37 -0.7 +- 0.0 0.7 +- 0.0 Top flg.spl 59.37 -0.6 +- 0.0 0.6 +- 0.0 Bot.flg.spl 59.37 -0.7 +- 0.0 0.7 +- 0.0 Bot.flg.spl 59.37 -0.6 +- 0.0 0.6 +- 0.0 8 64.15 1.4 +- 0.0 -1.4 +- 0.0 9 72.17 5.4 +- 0.0 -5.4 +- 0.0 10 80.18 10.4 +- 0.0 -10.4 +- 0.0 11 91.43 3.7 +- 0.2 -3.7 +- 0.2 12 102.67 -1.2 +- 0.1 1.2 +- 0.1 Top flg.spl 104.93 -1.9 +- 0.1 1.9 +- 0.1 Top flg.spl 104.93 -1.9 +- 0.1 1.7 +- 0.1 Bot.flg.spl 104.93 -1.9 +- 0.1 1.9 +- 0.1 Bot.flg.spl 104.93 -1.9 +- 0.1 1.7 +- 0.1 13 113.91 -4.1 +- 0.2 3.7 +- 0.1 14 125.16 -5.1 +- 0.0 4.6 +- 0.0 15 136.40 -4.0 +- 0.2 3.6 +- 0.1 16 147.64 -1.0 +- 0.0 0.9 +- 0.0 Top flg.spl 153.12 1.1 +- 0.0 -1.0 +- 0.0 Top flg.spl 153.12 0.7 +- 0.0 -0.7 +- 0.0 Bot.flg.spl 153.12 1.1 +- 0.0 -1.0 +- 0.0 Bot.flg.spl 153.12 0.7 +- 0.0 -0.7 +- 0.0 17 158.89 2.6 +- 0.1 -2.6 +- 0.1 18 170.13 5.9 +- 0.2 -5.9 +- 0.2 19 181.37 8.8 +- 0.2 -8.8 +- 0.2 20 192.61 12.9 +- 1.3 -12.9 +- 1.3 21 208.48 4.5 +- 0.1 -4.5 +- 0.1 Top flg.spl 216.77 0.7 +- 0.1 -0.7 +- 0.1 Top flg.spl 216.77 0.6 +- 0.1 -0.5 +- 0.1 Bot.flg.spl 216.77 0.7 +- 0.1 -0.7 +- 0.1 Bot.flg.spl 216.77 0.6 +- 0.1 -0.5 +- 0.1 22 224.34 -2.2 +- 0.0 1.9 +- 0.0 23 240.20 -6.9 +- 0.1 5.7 +- 0.1 24 256.07 -9.6 +- 0.4 8.0 +- 0.3 25 271.93 -10.3 +- 0.6 8.5 +- 0.4 26 287.79 -8.8 +- 0.4 7.3 +- 0.3 27 303.66 -5.4 +- 0.1 4.5 +- 0.1 28 319.52 0.0 +- 0.0 0.0 +- 0.0 Top flg.spl 322.52 1.2 +- 0.0 -1.0 +- 0.0 Top flg.spl 322.52 1.3 +- 0.0 -1.3 +- 0.0 Bot.flg.spl 322.52 1.2 +- 0.0 -1.0 +- 0.0 Bot.flg.spl 322.52 1.3 +- 0.0 -1.3 +- 0.0 29 335.38 7.9 +- 0.3 -7.9 +- 0.3 30 351.25 17.3 +- 1.7 -17.3 +- 1.7 31 367.10 8.9 +- 0.8 -8.9 +- 0.8 32 382.96 1.9 +- 0.2 -1.9 +- 0.2 Top flg.spl 391.56 -1.2 +- 0.2 1.2 +- 0.2 Top flg.spl 391.56 -1.4 +- 0.2 1.0 +- 0.1 Bot.flg.spl 391.56 -1.2 +- 0.2 1.2 +- 0.2 Bot.flg.spl 391.56 -1.4 +- 0.2 1.0 +- 0.1 33 398.81 -3.8 +- 0.4 2.8 +- 0.2 34 414.67 -7.6 +- 0.8 5.6 +- 0.5 35 430.52 -9.0 +- 0.9 6.6 +- 0.5 36 446.37 -7.8 +- 0.8 5.8 +- 0.5 37 462.23 -4.2 +- 0.4 3.1 +- 0.3 Top flg.spl 472.52 -0.6 +- 0.0 0.4 +- 0.0 Top flg.spl 472.52 -0.5 +- 0.0 0.4 +- 0.0 Bot.flg.spl 473.53 -0.2 +- 0.0 0.1 +- 0.0 Bot.flg.spl 473.53 -0.2 +- 0.0 0.2 +- 0.0 38 478.08 1.5 +- 0.1 -1.5 +- 0.1 39 493.94 8.5 +- 0.0 -8.5 +- 0.0 40 509.79 17.2 +- 0.0 -17.2 +- 0.0 41 523.77 8.9 +- 0.0 -8.9 +- 0.0 Top flg.spl 537.45 2.2 +- 0.0 -2.2 +- 0.0 Top flg.spl 537.45 2.5 +- 0.0 -2.2 +- 0.0 42 537.74 2.4 +- 0.0 -2.1 +- 0.0 Bot.flg.spl 538.66 1.9 +- 0.0 -1.7 +- 0.0 Bot.flg.spl 538.66 1.8 +- 0.0 -1.4 +- 0.0 43 551.72 -3.9 +- 0.0 2.9 +- 0.0 44 565.69 -8.5 +- 0.0 6.2 +- 0.0 45 579.67 -11.4 +- 0.0 8.4 +- 0.0 46 593.65 -12.6 +- 0.0 9.3 +- 0.0 47 607.62 -12.0 +- 0.0 8.9 +- 0.0 48 621.60 -9.7 +- 0.0 7.2 +- 0.0 49 635.57 -5.7 +- 0.0 4.2 +- 0.0 50 649.55 0.0 +- 0.0 0.0 +- 0.0 Factored Strengths Girder 9 Factored Strengths Tenth Loc Factored Shear Factored Bending Point Shear Strength Moment Strength (k ) (k ) Ratio (k-ft) (k-ft) Ratio 0 0.00 164.4 649.8 (5) 0.253 0.6 6956.8 (10) 0.000 1 8.02 143.6 649.8 (5) 0.221 1122.9 8549.4 (20) 0.131 2 16.04 107.6 649.8 (5) 0.166 1935.8 9050.1 (20) 0.214 3 24.06 84.3 649.8 (5) 0.130 2439.8 9100.0 (20) 0.268 4 32.07 62.8 649.8 (5) 0.097 2663.4 9150.5 (20) 0.291 5 40.09 79.4 649.8 (5) 0.122 2580.4 9200.0 (20) 0.280 6 48.11 112.4 649.8 (5) 0.173 2251.3 9250.2 (20) 0.243 7 56.13 143.0 649.8 (5) 0.220 1685.5 9300.1 (20) 0.181 8 64.15 175.0 649.8 (5) 0.269 1420.9 7267.5 (10) 0.196 9 72.17 209.5 649.8 (5) 0.322 2240.3 7156.6 (10) 0.313 10L 80.18 231.2 649.8 (5) 0.356 3562.5 7120.3 (10) 0.500 10R 80.18 247.0 649.8 (5) 0.380 3562.5 7120.3 (10) 0.500 11 91.43 219.9 649.8 (5) 0.338 1570.0 6299.5 (10) 0.249 12 102.67 192.3 649.8 (5) 0.296 1513.0 9097.3 (10) 0.166 13 113.91 141.6 649.8 (5) 0.218 2625.4 9933.0 (10) 0.264 14 125.16 102.0 649.8 (5) 0.157 3129.4 9930.8 (10) 0.315 15 136.40 112.6 649.8 (5) 0.173 3117.5 10036.1 (10) 0.311 16 147.64 148.3 649.8 (5) 0.228 2527.5 10481.0 (10) 0.241 17 158.89 192.1 649.8 (5) 0.296 2359.4 10830.1 (9) 0.218 18 170.13 240.2 549.6 (5) 0.437 3842.9 11405.9 (10) 0.337 19 181.37 268.0 464.5 (5) 0.577 5895.6 13611.6 (10) 0.433 20L 192.61 304.2 445.8 (5) 0.682 8575.9 13542.3 (10) 0.633 20R 192.61 398.6 445.8 (5) 0.894 8575.9 13542.3 (10) 0.633 21 208.48 340.8 445.8 (5) 0.764 3782.1 16093.7 (9) 0.235 22 224.34 288.1 770.4 (5) 0.374 3457.8 24365.2 (6) 0.142 23 240.20 224.3 770.4 (5) 0.291 6352.3 23601.7 (6) 0.269 24 256.07 159.1 770.4 (5) 0.207 8082.1 23355.5 (6) 0.346 25 271.93 93.7 770.4 (5) 0.122 8586.1 23313.5 (6) 0.368 26 287.79 164.5 770.4 (5) 0.213 7863.6 23461.4 (6) 0.335 27 303.66 235.7 770.4 (5) 0.306 5919.7 23892.8 (6) 0.248 28 319.52 299.7 770.4 (5) 0.389 2823.7 24229.1 (9) 0.117 29 335.38 350.3 770.4 (5) 0.455 5715.0 15432.3 (9) 0.370 30L 351.25 411.3 770.4 (5) 0.534 10656.7 15385.8 (9) 0.693 30R 351.25 390.1 770.4 (5) 0.506 10656.7 15385.8 (9) 0.693 31 367.10 342.9 770.4 (5) 0.445 5984.6 15536.1 (9) 0.385 32 382.96 277.6 770.4 (5) 0.360 2986.2 15703.2 (9) 0.190 33 398.81 219.8 770.4 (5) 0.285 4825.9 22424.1 (6) 0.215 34 414.67 153.9 770.4 (5) 0.200 6598.1 21843.3 (6) 0.302 35 430.52 88.7 770.4 (5) 0.115 7198.6 21689.5 (6) 0.332 36 446.37 143.3 770.4 (5) 0.186 6585.9 21792.7 (6) 0.302 37 462.23 212.9 770.4 (5) 0.276 4750.6 22296.1 (6) 0.213 38 478.08 282.1 770.4 (5) 0.366 2343.7 15701.3 (9) 0.149 39 493.94 342.5 874.8 (5) 0.392 5419.7 15521.3 (10) 0.349 40L 509.79 402.3 875.6 (5) 0.459 10337.0 15389.9 (10) 0.672 40R 509.79 396.8 856.4 (5) 0.463 10337.0 15389.9 (10) 0.672 41 523.77 341.2 856.4 (5) 0.398 5973.6 15423.0 (10) 0.387 42 537.74 286.1 856.3 (5) 0.334 3089.7 15243.0 (10) 0.203 43 551.72 232.8 856.3 (5) 0.272 4456.3 23740.3 (20) 0.188 44 565.69 180.3 856.3 (5) 0.211 6394.5 23740.3 (20) 0.269 45 579.67 140.4 856.3 (5) 0.164 7556.9 23740.3 (20) 0.318 46 593.65 77.0 856.3 (5) 0.090 7869.0 23740.3 (20) 0.331 47 607.62 122.9 856.3 (5) 0.143 7333.8 23740.3 (20) 0.309 48 621.60 181.6 856.3 (5) 0.212 5896.2 23740.3 (20) 0.248 49 635.57 242.2 770.4 (5) 0.314 3509.7 23740.3 (20) 0.148 50 649.55 286.8 770.4 (5) 0.372 0.0 27809.7 (20) 0.000 Moment shifting because of compact section is reflected in this table. Shear Strength at Intermediate Transverse Stiffeners not Located at a Tenth Point 96.24 208.1 649.8 (5) 0.320 112.30 148.9 649.8 (5) 0.229 128.36 105.0 649.8 (5) 0.162 144.42 138.1 649.8 (5) 0.212 160.48 198.9 649.8 (5) 0.306 176.54 256.1 497.6 (5) 0.515 210.23 335.0 445.8 (5) 0.751 227.86 274.0 770.4 (5) 0.356 245.48 202.6 770.4 (5) 0.263 263.11 130.1 770.4 (5) 0.169 280.73 133.0 770.4 (5) 0.173 298.36 211.9 770.4 (5) 0.275 315.98 285.5 770.4 (5) 0.371 333.61 344.6 770.4 (5) 0.447 527.26 327.4 856.3 (5) 0.382 544.73 259.4 856.3 (5) 0.303 562.19 193.4 856.3 (5) 0.226 597.14 88.5 856.3 (5) 0.103 614.61 152.2 856.3 (5) 0.178 632.08 227.1 856.3 (5) 0.265 (5) C 0.58 Fyw D t (20) compact section (6) Fy S(equiv) Maximum moment in factored strength expression (9) Fbu=Fbs*Pb*Pw (compact section) Maximum moment in factored strength expression (10) Fby=Fbs*Pb*Pw (noncompact section) Maximum moment in factored strength expression Concurrent Factored Moment with Max Shear at Piers Reaction Concurrent Moment Left Concurrent Moment Right 2 1260.52 1516.74 3 3892.82 4329.38 Max Stiffener Spacing for Stiffened Web - 6.3 Tenth Pt. Max Actual Spcng Spcng 0 24.02 191.85 Treated as unstiffened - Max spacing = 24.0 Actual spacing = 191.9 1 144.09 191.85 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 191.9 2 144.09 192.20 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 192.2 3 144.09 192.20 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 192.2 4 144.09 192.44 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 192.4 5 144.09 192.44 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 192.4 6 144.09 192.68 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 192.7 7 144.09 192.68 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 192.7 8 144.09 193.04 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 193.0 9 144.09 193.04 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 193.0 10 144.09 193.04 Treated as unstiffened - Max spacing = 144.1 Actual spacing = 193.0 11 55.55 192.70 Treated as unstiffened - Max spacing = 55.6 Actual spacing = 192.7 12 55.55 192.72 Treated as unstiffened - Max spacing = 55.6 Actual spacing = 192.7 13 55.55 192.68 Treated as unstiffened - Max spacing = 55.6 Actual spacing = 192.7 14 55.55 192.68 Treated as unstiffened - Max spacing = 55.6 Actual spacing = 192.7 15 55.55 192.72 Treated as unstiffened - Max spacing = 55.6 Actual spacing = 192.7 16 55.55 192.72 Treated as unstiffened - Max spacing = 55.6 Actual spacing = 192.7 17 55.55 192.72 Treated as unstiffened - Max spacing = 55.6 Actual spacing = 192.7 18 65.68 192.72 Treated as unstiffened - Max spacing = 65.7 Actual spacing = 192.7 19 77.71 192.91 Treated as unstiffened - Max spacing = 77.7 Actual spacing = 192.9 20 80.96 211.42 Treated as unstiffened - Max spacing = 81.0 Actual spacing = 211.4 21 80.96 211.42 Treated as unstiffened - Max spacing = 81.0 Actual spacing = 211.4 22 80.96 211.50 Treated as unstiffened - Max spacing = 81.0 Actual spacing = 211.5 23 80.96 211.50 Treated as unstiffened - Max spacing = 81.0 Actual spacing = 211.5 24 80.96 211.50 Treated as unstiffened - Max spacing = 81.0 Actual spacing = 211.5 25 80.96 211.50 Treated as unstiffened - Max spacing = 81.0 Actual spacing = 211.5 26 80.96 211.54 Treated as unstiffened - Max spacing = 81.0 Actual spacing = 211.5 27 80.96 211.50 Treated as unstiffened - Max spacing = 81.0 Actual spacing = 211.5 28 80.96 211.54 Treated as unstiffened - Max spacing = 81.0 Actual spacing = 211.5 29 80.96 211.62 Treated as unstiffened - Max spacing = 81.0 Actual spacing = 211.6 30 80.96 211.62 Treated as unstiffened - Max spacing = 81.0 Actual spacing = 211.6 31 80.96 190.35 Treated as unstiffened - Max spacing = 81.0 Actual spacing = 190.4 32 80.96 190.35 Treated as unstiffened - Max spacing = 81.0 Actual spacing = 190.4 33 80.96 190.39 Treated as unstiffened - Max spacing = 81.0 Actual spacing = 190.4 34 80.96 190.39 Treated as unstiffened - Max spacing = 81.0 Actual spacing = 190.4 35 80.96 190.39 Treated as unstiffened - Max spacing = 81.0 Actual spacing = 190.4 36 80.96 190.39 Treated as unstiffened - Max spacing = 81.0 Actual spacing = 190.4 37 80.96 190.35 Treated as unstiffened - Max spacing = 81.0 Actual spacing = 190.4 38 80.96 190.35 Treated as unstiffened - Max spacing = 81.0 Actual spacing = 190.4 39 210.00 190.16 40 210.00 209.57 41 210.00 209.57 42 210.00 209.65 43 210.00 209.61 44 210.00 209.65 45 210.00 209.65 46 210.00 209.65 47 210.00 209.65 48 210.00 209.65 49 210.00 209.64 50 35.00 209.64 Treated as unstiffened - Max spacing = 35.0 Actual spacing = 209.6 Load Factor Ratings Girder 9 Load Factor Ratings Span 1 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 7806.8 B 649.8 >999. >999. 5.53 9.24 8.02 8549.4 T 649.8 11.32 18.90 6.04 10.09 16.04 9050.1 T 649.8 6.71 11.21 7.74 12.93 24.06 9100.0 T 649.8 5.19 8.67 8.89 14.85 32.07 9150.5 T 649.8 4.66 7.78 9.82 16.41 40.09 9200.0 T 649.8 4.73 7.90 10.31 17.21 48.11 9250.2 T 649.8 5.24 8.74 7.86 13.12 56.13 9300.1 T 649.8 6.36 10.62 6.43 10.73 59.37L 9300.1 S 649.8 7.16 11.95 6.02 10.06 59.37R 10451.9 S 649.8 8.05 13.45 6.02 10.06 64.15 7345.8 B 649.8 5.84 9.76 5.35 8.93 72.17 7345.8 B 649.8 4.49 7.49 4.46 7.45 80.18 7345.8 B 649.8 2.79 4.67 4.16 6.95 Span 2 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 7345.8 B 649.8 2.79 4.67 3.71 6.20 11.24 6460.7 B 649.8 5.72 9.55 4.02 6.71 22.49 9427.6 B 649.8 6.85 11.45 4.56 7.62 24.75L 9428.0 B 649.8 6.12 10.22 4.72 7.89 24.75R 10671.0 B 649.8 6.96 11.62 4.72 7.89 33.73 10662.4 B 649.8 4.90 8.18 6.00 10.02 44.97 10689.6 B 649.8 4.10 6.84 7.71 12.87 56.22 10649.5 B 649.8 3.93 6.57 7.22 12.07 67.46 10693.0 B 649.8 4.45 7.43 6.25 10.44 72.94L 7185.0 B 649.8 4.16 6.95 5.76 9.63 72.94R 10950.0 B 649.8 6.40 10.68 5.76 9.63 78.70 10950.0 B 649.8 5.75 9.60 4.99 8.34 89.94 11593.7 B 549.6 4.37 7.30 3.23 5.40 101.19 13846.7 B 464.5 3.55 5.94 2.34 3.90 112.43 13782.4 B 445.8 2.19 3.66 1.90 3.17 Span 3 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 13782.4 B 445.8 2.19 3.66 1.23 2.06 15.86 16319.7 B 445.8 6.52 10.88 1.58 2.63 24.15L 19693.6 B 770.4 9.51 15.88 3.65 6.09 24.15R 24243.9 B 770.4 11.74 19.60 3.65 6.09 31.73 25514.2 B 770.4 9.17 15.31 4.11 6.87 47.59 25483.2 B 770.4 5.75 9.60 5.23 8.73 63.45 25397.6 B 770.4 4.54 7.59 6.87 11.48 79.32 25364.5 B 770.4 4.23 7.07 8.95 14.94 95.18 25402.4 B 770.4 4.56 7.62 6.58 11.00 111.04 25489.5 B 770.4 5.77 9.63 4.96 8.29 126.91 24243.8 B 770.4 9.78 16.33 3.96 6.61 129.91L 20657.5 T 770.4 7.73 12.90 3.86 6.44 129.91R 15703.9 B 770.4 5.94 9.92 3.86 6.44 142.77 15703.8 B 770.4 4.10 6.85 3.34 5.59 158.63 15703.8 B 770.4 1.94 3.24 2.76 4.61 Span 4 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 15703.8 B 770.4 1.94 3.24 2.88 4.81 15.85 15830.4 B 770.4 4.09 6.84 3.33 5.57 31.71 15830.4 B 770.4 6.36 10.62 4.19 7.00 40.31L 19350.0 B 770.4 5.82 9.72 4.56 7.61 40.31R 23820.8 B 770.4 7.20 12.02 4.56 7.61 47.56 23727.8 B 770.4 6.00 10.03 5.20 8.68 63.42 23670.2 B 770.4 4.72 7.89 6.83 11.41 79.27 23650.7 B 770.4 4.40 7.34 9.16 15.30 95.13 23670.7 B 770.4 4.78 7.99 7.02 11.72 110.98 23730.3 B 770.4 6.26 10.45 5.29 8.83 121.28L 23830.4 B 770.4 8.57 14.31 4.63 7.73 121.28R 23821.6 B 770.4 8.57 14.31 4.63 7.73 122.28L 23831.2 B 770.4 8.88 14.83 4.58 7.64 122.28R 19376.5 B 770.4 7.21 12.04 4.58 7.64 126.84 15830.6 B 770.4 8.21 13.71 4.09 6.83 142.69 15831.7 B 874.8 4.81 8.04 3.91 6.53 158.55 15715.6 B 875.6 2.07 3.45 3.28 5.47 Span 5 Moment Shear Rating Factors Location Capacity Capacity Bending Shear Inv Op Inv Op 0.00 15715.6 B 856.4 2.07 3.45 3.41 5.69 13.98 15715.6 B 856.4 4.08 6.81 4.08 6.81 27.65L 15715.7 B 856.3 6.11 10.20 4.70 7.85 27.65R 15402.0 B 856.3 5.98 9.98 4.70 7.85 27.95 15402.0 B 856.3 6.02 10.05 4.94 8.25 28.87L 15402.0 B 856.3 6.16 10.28 4.99 8.33 28.87R 19790.9 T 856.3 7.98 13.33 4.99 8.33 41.93 23740.3 T 856.3 6.76 11.29 6.04 10.08 55.90 23740.3 T 856.3 5.34 8.92 7.44 12.42 69.88 23740.3 T 856.3 4.73 7.90 8.31 13.88 83.85 23740.3 T 856.3 4.68 7.81 11.18 18.66 97.83 23740.3 T 856.3 5.17 8.63 8.75 14.61 111.80 23740.3 T 856.3 6.67 11.15 6.74 11.25 125.78 23740.3 T 770.4 11.69 19.53 4.70 7.85 139.75 27809.7 C 770.4 >999. >999. 4.13 6.89 ***************************************************** Minimum rating is 1.23 at location 0.00 in span 3. ***************************************************** Moment Capacity Codes C - Compact B - Braced non-compact U - Unbraced non-compact T - Transition between compact and braced non-compact S - Serviceability This table is based on eq. (6-1a) of the AASHTO Manual for Condition Evaluation of Bridges. Noncompact shapes ratings based on stress, as Fb - Dead load factored stress IR = -------------------------------- LL+I factored stress Noncompact shape moment capacity is the product of allowable stress and LL+I section modulus. Lateral Bending in Flanges Factored Lateral Bending in Bottom Flange From Curvature Brace Location Primary Lateral Lateral Perf Lateral Perf Bending Bending ------- Ratio ------- Ratio Stress Stress Primary .5 Fy (ft) (ksi) (ksi) 0.00 0.00 0.00 0.000 0.000 0.000 0.000 15.99 13.42 0.00 0.000 0.000 0.000 0.000 32.01 18.28 0.00 0.000 0.000 0.000 0.000 48.04 15.07 0.00 0.000 0.000 0.000 0.000 64.10 9.45 0.00 0.000 0.000 0.000 0.000 80.18 24.19 0.00 0.000 0.000 0.000 0.000 96.25 5.20 0.58 0.111 0.223 0.023 0.023 112.31 12.53 1.18 0.094 0.189 0.047 0.047 128.37 15.94 1.50 0.094 0.189 0.060 0.060 144.43 13.28 1.27 0.096 0.192 0.051 0.051 160.49 11.35 0.88 0.078 0.155 compact 176.55 16.71 1.39 0.083 0.166 compact 192.61 25.67 2.42 0.094 0.188 compact 210.24 9.38 1.03 0.110 0.219 compact 227.87 8.66 0.93 0.108 0.215 compact 245.49 14.98 1.59 0.106 0.213 compact 263.12 18.03 1.91 0.106 0.212 compact 280.74 17.73 1.88 0.106 0.213 compact 298.37 14.09 1.50 0.107 0.214 compact 315.99 7.18 0.78 0.109 0.218 compact 333.62 16.27 1.74 0.107 0.214 compact 351.25 33.25 3.22 0.097 0.194 compact 367.11 18.64 1.61 0.087 0.173 compact 382.98 9.65 0.78 0.081 0.162 compact 398.84 10.70 0.95 0.089 0.177 compact 414.71 14.98 1.31 0.088 0.175 compact 430.57 16.45 1.44 0.087 0.175 compact 446.44 14.99 1.31 0.087 0.175 compact 462.30 10.60 0.93 0.088 0.176 compact 478.16 8.57 0.62 0.072 0.144 compact 494.01 16.90 0.00 0.000 0.000 compact 509.79 32.27 0.00 0.000 0.000 compact 527.26 15.90 0.00 0.000 0.000 compact 544.73 5.57 0.00 0.000 0.000 compact 562.20 13.66 0.00 0.000 0.000 compact 579.67 17.56 0.00 0.000 0.000 compact 597.14 18.28 0.00 0.000 0.000 compact 614.62 15.78 0.00 0.000 0.000 compact 632.09 9.87 0.00 0.000 0.000 compact 649.55 0.00 0.00 0.000 0.000 compact Bearing Stiffener Stress Girder 9 Bearing Stiffeners Location Service Allowable Actual Ratio Allowable Actual Ratio from Left End Reaction Column Column Bearing Bearing of Web Sect. Stress Stress Stress Stress 0.00 166.46 49.95 5.33 0.107 67.55 7.58 0.112 80.18 371.00 49.95 11.88 0.238 67.55 16.88 0.250 192.61 609.60 49.95 19.53 0.391 67.55 27.74 0.411 351.25 681.76 49.84 19.87 0.399 67.55 31.03 0.459 509.79 726.39 49.84 21.17 0.425 67.55 33.06 0.489 649.55 290.63 49.84 8.47 0.170 67.55 13.23 0.196 Fatigue Stress Girder 9 Fatigue Summary Condition Location Category Force Actual Allowable Ratio from Left (Table Range Stress Stress End of 6.6.1.2.3-1) (k-ft) Range Range Girder Base metal 8.02 B 238.69 1.56 8.00 0.195 Base metal 16.04 B 431.31 2.83 8.00 0.353 Base metal 24.06 B 565.39 3.72 8.00 0.465 Base metal 32.07 B 650.40 4.31 8.00 0.538 Base metal 40.09 B 678.99 4.54 8.00 0.567 Base metal 48.11 B 697.49 4.70 8.00 0.588 Base metal 56.13 B 656.46 4.50 8.00 0.562 Base metal 64.15 C 587.85 2.04 5.00 0.408 Base metal 72.17 C 561.79 2.19 5.00 0.438 Base metal 80.18 C 624.00 2.44 5.00 0.488 Base metal 91.43 C 389.31 0.37 5.00 0.073 Base metal 102.67 B 547.11 3.01 8.00 0.377 Base metal 113.91 B 745.45 3.60 8.00 0.451 Base metal 125.16 B 843.45 3.97 8.00 0.496 Base metal 136.40 B 957.02 4.64 8.00 0.581 Base metal 147.64 B 1002.58 4.71 8.00 0.589 Base metal 158.89 C 952.25 0.99 5.00 0.197 Base metal 170.13 C 858.75 0.89 5.00 0.178 Base metal 181.37 C 846.36 0.88 5.00 0.175 Base metal 192.61 C 1011.36 1.05 5.00 0.209 Base metal 208.48 C 814.76 0.84 5.00 0.169 Near flg-web weld 8.02 B 238.69 1.52 8.00 0.190 Near flg-web weld 16.04 B 431.31 2.76 8.00 0.345 Near flg-web weld 24.06 B 565.39 3.63 8.00 0.454 Near flg-web weld 32.07 B 650.40 4.20 8.00 0.525 Near flg-web weld 40.09 B 678.99 4.43 8.00 0.553 Near flg-web weld 48.11 B 697.49 4.59 8.00 0.574 Near flg-web weld 56.13 B 656.46 4.39 8.00 0.549 Near flg-web weld 64.15 B 587.85 3.45 8.00 0.431 Near flg-web weld 72.17 B 561.79 2.07 8.00 0.259 Near flg-web weld 80.18 B 624.00 2.30 8.00 0.288 Near flg-web weld 91.43 B 389.31 0.35 8.00 0.043 Near flg-web weld 102.67 B 547.11 2.81 8.00 0.351 Near flg-web weld 113.91 B 745.45 3.36 8.00 0.420 Near flg-web weld 125.16 B 843.45 3.80 8.00 0.476 Near flg-web weld 136.40 B 957.02 4.32 8.00 0.540 Near flg-web weld 147.64 B 1002.58 4.52 8.00 0.565 Near flg-web weld 158.89 B 952.25 0.90 8.00 0.113 Near flg-web weld 170.13 B 858.75 0.82 8.00 0.103 Near flg-web weld 181.37 B 846.36 0.82 8.00 0.103 Near flg-web weld 192.61 B 1011.36 0.99 8.00 0.123 Near flg-web weld 208.48 B 814.76 0.79 8.00 0.099 Top Flg. splice 59.37 B 632.05 2.21 8.00 0.276 Top Flg. splice 104.93 B 583.73 1.44 8.00 0.180 Top Flg. splice 153.12 B 990.04 2.79 8.00 0.348 Top Flg. splice 216.77 B 1061.08 1.83 8.00 0.229 Bot.Flg. splice 59.37 B 632.05 4.37 8.00 0.546 Bot.Flg. splice 104.93 B 583.73 3.47 8.00 0.434 Bot.Flg. splice 153.12 B 990.04 5.13 8.00 0.641 Bot.Flg. splice 216.77 B 1061.08 2.91 8.00 0.364 Trans. stiff. toe 144.42 C' 989.52 4.73 6.00 0.788 Rebars 80.18 974.18 7.13 20.00 0.357 Rebars 192.61 1572.31 4.96 20.00 0.248 Base metal 224.34 B 1256.41 2.49 8.00 0.311 Base metal 240.20 B 1573.72 3.15 8.00 0.393 Base metal 256.07 B 1716.45 3.49 8.00 0.436 Base metal 271.93 B 1731.77 3.54 8.00 0.442 Base metal 287.79 B 1774.20 3.60 8.00 0.451 Base metal 303.66 B 1651.13 3.30 8.00 0.413 Base metal 319.52 C 1364.39 1.18 5.00 0.236 Base metal 335.38 C 1018.99 0.89 5.00 0.178 Base metal 351.25 C 1000.50 0.87 5.00 0.175 Base metal 367.10 C 948.12 0.83 5.00 0.166 Base metal 382.96 C 1262.10 1.10 5.00 0.220 Base metal 398.81 B 1545.29 3.46 8.00 0.433 Base metal 414.67 B 1669.75 3.74 8.00 0.468 Base metal 430.52 B 1634.49 3.67 8.00 0.458 Base metal 446.37 B 1619.64 3.63 8.00 0.454 Base metal 462.23 B 1456.64 3.27 8.00 0.409 Base metal 478.08 C 1123.83 0.98 5.00 0.196 Base metal 493.94 C 779.56 1.67 5.00 0.334 Base metal 509.79 C 1074.75 2.38 5.00 0.477 Base metal 523.77 C 1008.72 2.16 5.00 0.432 Base metal 537.74 C 1217.04 2.47 5.00 0.495 Base metal 551.72 B 1450.95 3.29 8.00 0.411 Base metal 565.69 B 1586.62 3.54 8.00 0.443 Base metal 579.67 B 1617.76 3.58 8.00 0.447 Base metal 593.65 B 1548.44 3.40 8.00 0.425 Base metal 607.62 B 1376.82 3.00 8.00 0.375 Base metal 621.60 B 1070.58 2.32 8.00 0.290 Base metal 635.57 B 601.26 1.30 8.00 0.162 Near flg-web weld 224.34 B 1256.41 2.33 8.00 0.292 Near flg-web weld 240.20 B 1573.72 2.92 8.00 0.365 Near flg-web weld 256.07 B 1716.45 3.19 8.00 0.398 Near flg-web weld 271.93 B 1731.77 3.21 8.00 0.402 Near flg-web weld 287.79 B 1774.20 3.29 8.00 0.412 Near flg-web weld 303.66 B 1651.13 3.06 8.00 0.383 Near flg-web weld 319.52 B 1364.39 2.53 8.00 0.317 Near flg-web weld 335.38 B 1018.99 0.84 8.00 0.105 Near flg-web weld 351.25 B 1000.50 0.83 8.00 0.103 Near flg-web weld 367.10 B 948.12 0.78 8.00 0.098 Near flg-web weld 382.96 B 1262.10 3.14 8.00 0.393 Near flg-web weld 398.81 B 1545.29 3.08 8.00 0.385 Near flg-web weld 414.67 B 1669.75 3.33 8.00 0.416 Near flg-web weld 430.52 B 1634.49 3.26 8.00 0.407 Near flg-web weld 446.37 B 1619.64 3.23 8.00 0.404 Near flg-web weld 462.23 B 1456.64 2.90 8.00 0.363 Near flg-web weld 478.08 B 1123.83 2.80 8.00 0.350 Near flg-web weld 493.94 B 779.56 1.58 8.00 0.197 Near flg-web weld 509.79 B 1074.75 2.25 8.00 0.282 Near flg-web weld 523.77 B 1008.72 2.04 8.00 0.255 Near flg-web weld 537.74 B 1217.04 2.37 8.00 0.297 Near flg-web weld 551.72 B 1450.95 3.13 8.00 0.391 Near flg-web weld 565.69 B 1586.62 3.37 8.00 0.421 Near flg-web weld 579.67 B 1617.76 3.40 8.00 0.425 Near flg-web weld 593.65 B 1548.44 3.23 8.00 0.404 Near flg-web weld 607.62 B 1376.82 2.85 8.00 0.357 Near flg-web weld 621.60 B 1070.58 2.21 8.00 0.276 Near flg-web weld 635.57 B 601.26 1.24 8.00 0.155 Top Flg. splice 322.52 B 1303.53 2.32 8.00 0.290 Top Flg. splice 391.56 B 1435.50 2.50 8.00 0.312 Top Flg. splice 472.52 B 1241.86 2.16 8.00 0.270 Top Flg. splice 537.45 B 1212.35 2.47 8.00 0.309 Top Flg. splice 649.55 B 0.01 0.00 8.00 0.000 Bot.Flg. splice 322.52 B 1303.53 3.79 8.00 0.474 Bot.Flg. splice 391.56 B 1435.50 4.22 8.00 0.528 Bot.Flg. splice 473.53 B 1220.66 3.61 8.00 0.452 Bot.Flg. splice 538.66 B 1231.66 3.51 8.00 0.439 Bot.Flg. splice 649.55 B 0.01 0.00 8.00 0.000 Trans. stiff. toe 280.73 C' 1755.31 3.54 6.00 0.589 Full depth conn PL 280.74 C' 1755.33 3.54 6.00 0.589 Rebars 351.25 1531.14 5.14 20.00 0.257 Rebars 509.79 1631.18 5.48 20.00 0.274 Allowable range determined by: Life 75 yrs Avg daily trk traffic 4000 Max Performance Ratios Girder 9 Maximum Performance Ratios Criterion Location Max ft Performance Ratio Shear 192.61 0.894 Bending 351.25 0.693 Fatigue 144.42 0.788 Bearing Stf. 509.79 0.489 Shear Connectors - 2003 Guide Spec Fatigue Truck Maximum Pitch for 0.875 x 4.50 Stud Connectors for Fatigue Tenth Location Shear Studs in Max Pitch Point Range a Line (k ) (in) 0 0.00 21.52 T 2 11.87 1 8.02 18.31 T 2 13.89 2 16.04 16.62 T 2 15.23 3 24.06 17.25 T 2 14.58 4 32.07 16.92 T 2 14.79 5 40.09 18.41 T 2 13.51 6 48.11 21.04 T 2 11.76 7 56.13 21.65 T 2 11.37 8 64.15 22.23 T 2 11.56 9 72.17 26.39 T 2 9.72 10 80.18 25.74 T 2 9.97 11 91.43 29.83 T 2 8.59 12 102.67 26.85 T 2 9.53 13 113.91 25.05 T 2 10.42 14 125.16 22.50 T 2 11.55 15 136.40 26.50 T 2 9.81 16 147.64 23.60 T 2 10.97 17 158.89 25.94 T 2 11.17 18 170.13 29.37 T 2 11.67 19 181.37 30.29 T 2 13.35 20 192.61 31.34 T 2 13.35 21 208.48 31.13 T 2 13.52 22 224.34 27.80 T 2 15.38 23 240.20 29.94 T 2 14.10 24 256.07 29.75 T 2 14.05 25 271.93 30.05 T 2 13.91 26 287.79 29.98 T 2 13.90 27 303.66 29.81 T 2 14.08 28 319.52 29.47 T 2 14.48 29 335.38 31.23 T 2 13.06 30 351.25 32.18 T 2 12.72 31 367.10 31.68 T 2 12.93 32 382.96 27.37 T 2 14.77 33 398.81 29.49 T 2 13.54 34 414.67 29.57 T 2 13.43 35 430.52 29.65 T 2 13.42 36 446.37 29.75 T 2 13.39 37 462.23 29.87 T 2 13.43 38 478.08 30.01 T 2 13.58 39 493.94 32.29 T 2 12.82 40 509.79 32.28 T 2 12.82 41 523.77 30.06 T 2 13.77 42 537.74 27.59 T 2 14.40 43 551.72 28.25 T 2 14.63 44 565.69 27.58 T 2 14.99 45 579.67 29.56 T 2 13.98 46 593.65 26.40 T 2 15.66 47 607.62 25.43 T 2 16.26 48 621.60 24.10 T 2 17.15 49 635.57 25.77 T 2 16.04 50 649.55 29.62 T 2 13.96 Minimum Total Number of Connectors for Ultimate Strength Beg TP End TP Beg Loc End Loc Number 0 4 0.00 32.07 80 4 10 32.07 80.18 122 10 14 80.18 125.16 149 14 20 125.16 192.61 149 20 25 192.61 271.93 149 25 30 271.93 351.25 149 30 35 351.25 430.52 149 35 40 430.52 509.79 149 40 46 509.79 593.65 148 46 50 593.65 649.55 97 Weight Volume Weight cu ft k Top Flange 178.06 87.25 Web 207.18 101.52 Bottom Flange 225.41 110.45 Flange-Web Weld 0.43 Bearing Stiffeners 5.26 2.58 Intermediate Stiff. 4.12 2.02 Steel in extensions 0.78 Total Steel 305.02 Slab 4062.20 609.33 Flange Haunch 631.96 94.79 Concrete in extensions 1.51 Total Concrete 705.63 Total Steel and Concrete 1010.65 Does not include weight of bracing, which can be found in bracing output stiffness tables. (Noncomposite weight data used in girder input is used for analysis loading.) Deflections Girder 9 Service Deflections - in Tenth Total Steel Wet Super- Max Max Pt Noncomp Con- Imposed LL+I LL+I Dead crete Dead Down Up Support 0.000 0.000 0.000 0.000 0.000 0.000 1 0.200 0.052 0.148 0.015 0.111 0.032 2 0.352 0.092 0.260 0.027 0.201 0.061 3 0.457 0.121 0.336 0.035 0.270 0.084 4 0.515 0.138 0.377 0.039 0.317 0.104 5 0.503 0.137 0.366 0.038 0.324 0.113 6 0.429 0.121 0.308 0.032 0.305 0.114 7 0.327 0.095 0.231 0.024 0.259 0.103 8 0.184 0.059 0.125 0.014 0.179 0.082 9 0.085 0.029 0.056 0.006 0.097 0.047 Support 0.000 0.000 0.000 0.000 0.000 0.000 11 0.034 -0.011 0.045 0.003 0.155 0.054 12 0.143 -0.010 0.153 0.013 0.322 0.097 13 0.250 -0.009 0.259 0.022 0.472 0.133 14 0.276 -0.022 0.298 0.025 0.568 0.170 15 0.228 -0.046 0.275 0.023 0.598 0.194 16 0.113 -0.077 0.190 0.015 0.558 0.199 17 -0.019 -0.099 0.080 0.005 0.454 0.180 18 -0.103 -0.098 -0.005 -0.003 0.314 0.139 19 -0.110 -0.068 -0.042 -0.006 0.158 0.078 Support 0.000 0.000 0.000 0.000 0.000 0.000 21 0.376 0.163 0.213 0.025 0.280 0.092 22 0.860 0.354 0.506 0.058 0.560 0.159 23 1.304 0.523 0.782 0.089 0.796 0.201 24 1.598 0.632 0.966 0.109 0.953 0.219 25 1.681 0.661 1.021 0.115 1.012 0.223 26 1.537 0.605 0.932 0.105 0.960 0.230 27 1.197 0.476 0.722 0.082 0.809 0.214 28 0.737 0.300 0.437 0.050 0.575 0.171 29 0.278 0.121 0.158 0.018 0.291 0.101 Support 0.000 0.000 0.000 0.000 0.000 0.000 31 0.071 -0.002 0.073 0.007 0.280 0.101 32 0.359 0.072 0.287 0.029 0.557 0.170 33 0.696 0.170 0.526 0.054 0.783 0.209 34 0.956 0.250 0.706 0.073 0.925 0.222 35 1.058 0.286 0.772 0.080 0.972 0.212 36 0.974 0.268 0.707 0.074 0.910 0.200 37 0.727 0.200 0.527 0.056 0.753 0.187 38 0.391 0.105 0.286 0.031 0.522 0.150 39 0.092 0.021 0.071 0.008 0.253 0.088 Support 0.000 0.000 0.000 0.000 0.000 0.000 41 0.197 0.066 0.131 0.013 0.207 0.083 42 0.563 0.182 0.381 0.038 0.404 0.140 43 0.989 0.316 0.673 0.068 0.566 0.172 44 1.355 0.430 0.925 0.093 0.676 0.184 45 1.583 0.501 1.082 0.108 0.721 0.180 46 1.622 0.512 1.110 0.111 0.692 0.162 47 1.465 0.462 1.003 0.100 0.596 0.132 48 1.114 0.351 0.763 0.076 0.438 0.093 49 0.605 0.190 0.414 0.041 0.232 0.048 Support 0.000 0.000 0.000 0.000 0.000 0.000 Influence surfaces for defl developed assuming unequal participation of girders in resisting deflection. Loc Brace 15.99 0.351 0.092 0.259 0.027 0.200 0.060 Brace 32.01 0.515 0.138 0.377 0.039 0.316 0.103 Brace 48.04 0.429 0.121 0.309 0.032 0.305 0.114 Brace 64.10 0.185 0.059 0.126 0.014 0.180 0.082 Brace 80.18 0.000 0.000 0.000 0.000 0.000 0.000 Brace 96.25 0.072 -0.012 0.084 0.007 0.225 0.074 Brace 112.31 0.240 -0.008 0.247 0.021 0.454 0.128 Brace 128.37 0.270 -0.028 0.298 0.025 0.583 0.179 Brace 144.43 0.147 -0.069 0.216 0.018 0.576 0.200 Brace 160.49 -0.034 -0.100 0.066 0.004 0.437 0.176 Brace 176.55 -0.121 -0.085 -0.036 -0.005 0.225 0.106 Brace 192.61 0.000 0.000 0.000 0.000 0.000 0.000 Brace 210.24 0.425 0.183 0.242 0.028 0.311 0.101 Web Spl 216.11 0.596 0.251 0.344 0.040 0.415 0.128 Brace 227.87 0.962 0.393 0.569 0.065 0.616 0.170 Brace 245.49 1.419 0.566 0.853 0.097 0.857 0.209 Brace 263.12 1.661 0.654 1.007 0.114 0.991 0.223 Brace 280.74 1.626 0.639 0.987 0.111 0.995 0.230 Brace 298.37 1.324 0.524 0.800 0.090 0.869 0.222 Brace 315.99 0.840 0.339 0.500 0.057 0.631 0.183 Brace 333.62 0.320 0.138 0.183 0.021 0.323 0.110 Brace 351.25 0.000 0.000 0.000 0.000 0.000 0.000 Brace 367.11 0.071 -0.002 0.073 0.007 0.280 0.101 Brace 382.98 0.359 0.072 0.287 0.029 0.557 0.170 Brace 398.84 0.697 0.170 0.527 0.054 0.783 0.209 Brace 414.71 0.956 0.251 0.706 0.073 0.926 0.222 Brace 430.57 1.058 0.286 0.772 0.080 0.972 0.211 Brace 446.44 0.974 0.267 0.706 0.074 0.909 0.200 Brace 462.30 0.725 0.199 0.526 0.056 0.753 0.187 Brace 478.16 0.389 0.105 0.285 0.031 0.521 0.150 Brace 494.01 0.091 0.021 0.070 0.008 0.252 0.088 Brace 509.79 0.000 0.000 0.000 0.000 0.000 0.000 Brace 527.26 0.273 0.090 0.183 0.018 0.257 0.100 Brace 544.73 0.769 0.247 0.522 0.053 0.489 0.159 Brace 562.20 1.277 0.406 0.871 0.087 0.655 0.183 Brace 579.67 1.583 0.501 1.082 0.108 0.721 0.180 Brace 597.14 1.601 0.505 1.095 0.109 0.674 0.156 Brace 614.62 1.313 0.414 0.899 0.090 0.525 0.114 Brace 632.09 0.741 0.233 0.507 0.050 0.286 0.060 Positive dead load deflection is downward. Live load deflection as indicated in column heading. Status run completed FILE=X.WRN 1. Bottom chord slenderness violation at girder 1 brace 40 2. Bottom chord slenderness violation at girder 2 brace 40 3. Bottom chord slenderness violation at girder 3 brace 40 4. Bottom chord slenderness violation at girder 6 brace 16 5. Bottom chord slenderness violation at girder 7 brace 40 6. Bottom chord slenderness violation at girder 8 brace 40 7. Diagonal overstress - girder 1 brace 6 performance ratio 1.952 8. Diagonal overstress - girder 3 brace 36 performance ratio 1.077 9. Diaphragm L/depth < 4 and should be independently checked using principal stresses. (Above warnings may not be comprehensive.) FILE=X.OUT *************************************************************** MDX Bracing Design Program, Version 6.5.1977 Copyright (c) 1993-2012 MDX Software, Inc. Phone: 573-446-3221 Email: support@mdxsoftware.com Fax: 573-446-3278 Web: http://www.mdxsoftware.com *************************************************************** Jul 23, 2013 - 4:43 pm Files: HS20 Load Rating.X X.OUT Contents of data file- ************************************************** ID: HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING CONDITIONS ALL SHAPES L102X102X9.52 FOR GROUP 1 ALL SHAPES L102X102X9.52 FOR GROUP 5 BOTTOM CHORD WT205X37.5 VERTICAL STEM FOR GROUP 2 BOTTOM CHORD WT205X37.5 VERTICAL STEM FOR GROUP 3 DIAGONALS L102X102X12.7 LONG LEG CONNECTED FOR GROUP 2 DIAGONALS L102X102X12.7 LONG LEG CONNECTED FOR GROUP 3 DIAPHRAGM W1100X295 EMBEDDED FOR GROUP 4 ENGLISH OUTPUT LFD METHOD M270M-345 STEEL METRIC INPUT RATE MODE TOP CHORD WT205X30 VERTICAL STEM FOR GROUP 2 TOP CHORD WT205X30 VERTICAL STEM FOR GROUP 3 TYPE B BRACING FOR GROUP 1 TYPE B BRACING FOR GROUP 5 TYPE D BRACING FOR GROUP 4 TYPE E BRACING FOR GROUP 2 TYPE E BRACING FOR GROUP 3 DATA BRL-1 1.7376 2.0088 2.2661 2.5116 2.7554 2.9966 2.9962 2.9954 2.9964 2.9952 2.9957 2.9943 2.9957 2.9965 2.9954 2.9959 2.9959 2.9954 2.9962 2.9965 2.9962 2.9964 2.998 2.9978 2.9977 2.9988 2.9981 2.9987 2.9992 2.999 3.0017 3.0058 3.0139 3.0241 3.0241 3.0241 3.0241 3.0241 3.0241 3.0241 BRL-2 1.7386 2.0035 2.2589 2.5068 2.7519 2.9957 2.9965 2.9963 2.9961 2.9964 2.9957 2.9969 2.9957 2.9953 2.9965 2.9961 2.9959 2.9964 2.9962 2.9965 2.9962 2.9974 2.997 2.9968 2.9977 2.9979 2.9982 2.9986 2.9993 3. 3.0007 3.0058 3.0129 3.0239 3.0239 3.0239 3.0239 3.0239 3.0239 3.0239 BRL-3 1.7376 1.9994 2.2531 2.5018 2.7491 2.9957 2.9952 2.996 2.9961 2.9964 2.9964 2.9962 2.9957 2.9965 2.9956 3.0032 3.0293 3.0738 3.1357 3.2149 3.3145 3.4295 3.549 3.684 0.8368 0.9989 1.1759 1.3661 1.5707 1.789 2.0237 2.3568 2.858 3.4999 3.0241 3.0241 3.0241 3.0241 3.0241 3.0241 BRL-4 1.2057 1.9357 2.6655 0.9688 1.6978 2.4276 BRL-5 2.4276 2.4286 2.4288 BRL-6 2.9947 2.9948 2.9951 2.9956 2.9952 2.996 2.9956 2.9966 2.9956 2.9956 2.9966 2.9956 2.9968 2.9958 2.9956 2.9956 BRL-7 1.6562 1.9936 2.2459 2.496 2.7456 2.9966 2.9965 2.9963 2.9954 2.9952 2.9957 2.996 2.9967 2.9963 2.9964 2.9959 2.9959 2.9964 2.9963 2.9965 2.9952 2.9954 2.996 2.9958 2.9957 2.9958 2.9962 2.9966 2.9962 2.996 2.9958 2.9958 2.9966 2.9956 2.9956 2.9956 2.9956 2.9966 2.9958 2.9956 BRL-8 1.8208 1.9905 2.241 2.4906 2.7424 2.9957 2.9962 2.996 2.9961 2.9964 2.9967 2.9962 2.9957 2.9955 2.9956 2.9961 2.9961 2.9954 2.9962 2.9955 2.9962 2.9964 2.996 2.9958 2.9967 2.9958 2.9961 2.9957 2.9962 2.9959 2.9996 2.9956 2.9958 2.9968 2.9956 2.9966 2.9956 2.9956 2.9966 2.9968 GCONNDST 0. 90. 90. 90. 0. GRP-1 1 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1 GRP-2 1 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1 GRP-3 1 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 3 3 3 3 3 3 3 4 3 3 3 3 1 GRP-4 4 3 3 4 3 1 GRP-5 4 3 1 GRP-6 4 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1 GRP-7 1 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1 GRP-8 1 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1 GRPHT 1220. 665. 1223. 0. 1778. GO ************************************************** Case Data Case Data - HAM-71-0000R: NEW BRIDGE 71NB & RAMP C, HS20 LOADING Execution Mode Rate Mode Fatigue * Category B Geometry Brace Lengths from Girder 1 (ft) - 5.70, 6.59, 7.43, 8.24, 9.04, 9.83, 9.83, 9.83, 9.83, 9.83 9.83, 9.82, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83 9.83, 9.83, 9.84, 9.84, 9.83, 9.84, 9.84, 9.84, 9.84, 9.84 9.85, 9.86, 9.89, 9.92, 9.92, 9.92, 9.92, 9.92, 9.92, 9.92 Brace Lengths from Girder 2 (ft) - 5.70, 6.57, 7.41, 8.22, 9.03, 9.83, 9.83, 9.83, 9.83, 9.83 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83 9.83, 9.83, 9.83, 9.83, 9.83, 9.84, 9.84, 9.84, 9.84, 9.84 9.84, 9.86, 9.88, 9.92, 9.92, 9.92, 9.92, 9.92, 9.92, 9.92 Brace Lengths from Girder 3 (ft) - 5.70, 6.56, 7.39, 8.21, 9.02, 9.83, 9.83, 9.83, 9.83, 9.83 9.83, 9.83, 9.83, 9.83, 9.83, 9.85, 9.94,10.08,10.29,10.55 10.87,11.25,11.64,12.09, 2.75, 3.28, 3.86, 4.48, 5.15, 5.87 6.64, 7.73, 9.38,11.48, 9.92, 9.92, 9.92, 9.92, 9.92, 9.92 Brace Lengths from Girder 4 (ft) - 3.96, 6.35, 8.75, 3.18, 5.57, 7.96 Brace Lengths from Girder 5 (ft) - 7.96, 7.97, 7.97 Brace Lengths from Girder 6 (ft) - 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83 9.83, 9.83, 9.83, 9.83, 9.83, 9.83 Brace Lengths from Girder 7 (ft) - 5.43, 6.54, 7.37, 8.19, 9.01, 9.83, 9.83, 9.83, 9.83, 9.83 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83 Brace Lengths from Girder 8 (ft) - 5.97, 6.53, 7.35, 8.17, 9.00, 9.83, 9.83, 9.83, 9.83, 9.83 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83 9.84, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83, 9.83 Connection to center of girder distance by group 0.00 3.54 3.54 3.54 0.00 Brace height by group - in 48.03 26.18 48.15 0.00 70.00 Loading Load Factor Method 2003 Guide Spec. for Horizontally Curved Steel Girder Bridges Material Units Input - Metric Output - U.S. Customary * Default Shapes - Girder 1 To Adjacent Girder - Brace 1 Girder 1 Shapes Brace 1 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 50.06 43.91 Diagonals: L 4.00 x 4.00 x 0.375 68.13 75.69 Bot chord: L 4.00 x 4.00 x 0.375 79.04 87.82 Service Forces - Girder 1 To Adjacent Girder - Brace 1 - HS Girder 1 Forces - HS Forces on Brace 1 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.02 0.04 4.95 -4.70 0.00 Concurrent Mom -9.56 16.39 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.08 -0.16 16.40 -17.16 0.00 Concurrent shear -4.69 4.94 k Moment from fatigue trk 0.18 -0.12 Concurrent Shr -0.08 0.06 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.05 0.09 9.93 -9.30 0.00 Concurrent shear -4.94 4.68 k Moment from fatigue trk 7.91 -7.19 Concurrent Shr -3.72 3.31 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chd L -0.01 -0.02 2.60 -4.66 2.39 -4.10 0.00 0.00 Top chd R 0.02 0.04 4.29 -4.10 4.56 -4.66 0.00 0.00 UC-LL diag 0.03 0.05 6.08 -5.77 6.07 -6.08 0.00 0.00 LR-UC diag -0.03 -0.05 5.77 -6.08 6.08 -6.07 0.00 0.00 Bot chord 0.00 -0.01 1.14 -0.77 1.14 -1.04 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 1 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 5.59 109.02 0.051 10.17 108.25 0.094 LR-UC diag 13.30 109.02 0.122 13.09 96.91 0.135 UC-LL diag 13.09 109.02 0.120 13.30 96.91 0.137 Bot chord 2.45 109.02 0.022 2.27 88.39 0.026 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 4.30 109.02 0.039 7.82 108.25 0.072 LR-UC diag 10.23 109.02 0.094 10.07 96.91 0.104 UC-LL diag 10.07 109.02 0.092 10.23 96.91 0.106 Bot chord 1.89 109.02 0.017 1.74 88.39 0.020 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.59 16.00 0.099 3.32 -2.92 UC-LL diag 2.08 16.00 0.130 4.57 -4.57 LR-UC diag 2.08 16.00 0.130 4.57 -4.57 Bot chord 0.28 16.00 0.017 0.56 -0.67 Tension Area Compression Area Top chord 2.18 2.86 Diag 2.18 2.86 Bot chord 2.18 2.86 Shapes - Girder 1 To Adjacent Girder - Brace 1 Girder 1 Shapes Brace 1 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 50.06 43.91 Diagonals: L 4.00 x 4.00 x 0.375 68.13 75.69 Bot chord: L 4.00 x 4.00 x 0.375 79.04 87.82 Shapes - Girder 1 To Adjacent Girder - Brace 2 Girder 1 Shapes Brace 2 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 41.54 46.15 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 56.98 49.36 Bot chord: WT 8.00 x 25.00 40.75 45.28 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 2 - HS Girder 1 Forces - HS Forces on Brace 2 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.29 -0.06 8.41 -7.20 0.00 Concurrent Mom -4.83 6.79 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.19 -0.03 9.74 -10.80 0.00 Concurrent shear -4.82 7.06 k Moment from fatigue trk 0.54 -0.35 Concurrent Shr -0.10 0.05 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -7.96 -0.37 45.52 -40.05 0.00 Concurrent shear -8.33 7.19 k Moment from fatigue trk 33.00 -29.99 Concurrent Shr -5.53 4.98 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord 1.80 0.09 6.54 -9.02 8.17 -9.07 0.00 0.00 UR-LL diag 1.96 0.09 10.79 -12.66 11.95 -12.54 0.00 0.00 LR-UL diag -1.82 -0.08 11.95 -10.27 11.84 -12.66 0.00 0.00 Bot chord -1.94 -0.09 9.68 -7.02 9.74 -8.77 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 2 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 20.20 208.33 0.097 17.24 231.46 0.074 UR-LL diag 28.62 143.75 0.199 24.81 136.77 0.181 LR-UL diag 23.48 143.75 0.163 29.95 136.77 0.219 Bot chord 18.51 261.49 0.071 21.68 290.50 0.075 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 15.53 208.33 0.075 13.26 231.46 0.057 UR-LL diag 22.01 143.75 0.153 19.09 136.77 0.140 LR-UL diag 18.06 143.75 0.126 23.04 136.77 0.168 Bot chord 14.24 261.49 0.054 16.68 290.50 0.057 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.59 16.00 0.099 6.65 -7.25 UR-LL diag 2.78 16.00 0.174 7.81 -8.38 LR-UL diag 2.78 16.00 0.174 7.81 -8.38 Bot chord 1.38 16.00 0.086 7.79 -7.14 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 2 Girder 1 Shapes Brace 2 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 41.54 46.15 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 56.98 49.36 Bot chord: WT 8.00 x 25.00 40.75 45.28 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 3 Girder 1 Shapes Brace 3 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 47.38 52.65 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 64.12 55.54 Bot chord: WT 8.00 x 25.00 46.49 51.65 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 3 - HS Girder 1 Forces - HS Forces on Brace 3 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.30 -0.09 8.66 -8.36 0.00 Concurrent Mom -7.60 9.74 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.06 0.08 11.97 -11.50 0.00 Concurrent shear -6.29 7.88 k Moment from fatigue trk 0.59 -0.46 Concurrent Shr -0.10 0.06 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -7.86 -0.46 54.25 -50.75 0.00 Concurrent shear -8.61 8.36 k Moment from fatigue trk 40.88 -39.39 Concurrent Shr -5.87 5.92 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord 1.99 0.10 8.34 -9.73 9.78 -10.94 0.00 0.00 UR-LL diag 2.22 0.15 14.10 -14.64 14.14 -14.61 0.00 0.00 LR-UL diag -2.06 -0.14 13.87 -13.44 14.10 -14.64 0.00 0.00 Bot chord -2.14 -0.11 10.47 -8.97 11.77 -10.53 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 3 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 23.96 208.33 0.115 21.04 225.78 0.093 UR-LL diag 33.79 143.75 0.235 28.70 130.76 0.219 LR-UL diag 27.74 143.75 0.193 34.66 130.76 0.265 Bot chord 22.63 261.49 0.087 25.78 283.66 0.091 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 18.43 208.33 0.088 16.18 225.78 0.072 UR-LL diag 26.00 143.75 0.181 22.08 130.76 0.169 LR-UL diag 21.34 143.75 0.148 26.66 130.76 0.204 Bot chord 17.41 261.49 0.067 19.83 283.66 0.070 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.02 16.00 0.126 8.45 -9.19 UR-LL diag 3.48 16.00 0.217 10.08 -10.02 LR-UL diag 3.48 16.00 0.217 10.08 -10.02 Bot chord 1.76 16.00 0.110 9.88 -9.09 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 3 Girder 1 Shapes Brace 3 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 47.38 52.65 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 64.12 55.54 Bot chord: WT 8.00 x 25.00 46.49 51.65 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 4 Girder 1 Shapes Brace 4 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 52.96 58.84 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 71.00 61.51 Bot chord: WT 8.00 x 25.00 51.96 57.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 4 - HS Girder 1 Forces - HS Forces on Brace 4 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.23 -0.06 7.29 -7.16 0.00 Concurrent Mom -5.65 10.49 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.19 0.20 12.21 -9.55 0.00 Concurrent shear -6.26 6.33 k Moment from fatigue trk 0.39 -0.42 Concurrent Shr -0.06 0.05 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.56 -0.14 50.92 -47.84 0.00 Concurrent shear -7.25 6.91 k Moment from fatigue trk 37.73 -35.36 Concurrent Shr -4.77 4.47 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.47 0.01 7.45 -9.81 9.45 -10.24 0.00 0.00 UR-LL diag -0.44 0.10 13.35 -13.68 12.97 -13.62 0.00 0.00 LR-UL diag 0.40 -0.10 12.89 -12.75 13.35 -13.68 0.00 0.00 Bot chord 0.51 -0.01 10.57 -8.03 11.03 -10.19 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 4 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 19.92 208.33 0.096 22.82 219.66 0.104 UR-LL diag 28.56 143.75 0.199 30.13 124.29 0.242 LR-UL diag 29.37 143.75 0.204 29.32 124.29 0.236 Bot chord 24.60 261.49 0.094 21.47 276.29 0.078 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 15.33 208.33 0.074 17.56 219.66 0.080 UR-LL diag 21.97 143.75 0.153 23.18 124.29 0.187 LR-UL diag 22.59 143.75 0.157 22.56 124.29 0.181 Bot chord 18.92 261.49 0.072 16.52 276.29 0.060 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.91 16.00 0.119 8.06 -8.59 UR-LL diag 3.02 16.00 0.188 8.47 -9.05 LR-UL diag 3.02 16.00 0.188 8.47 -9.05 Bot chord 1.66 16.00 0.104 9.26 -8.69 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 4 Girder 1 Shapes Brace 4 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 52.96 58.84 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 71.00 61.51 Bot chord: WT 8.00 x 25.00 51.96 57.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 5 Girder 1 Shapes Brace 5 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 58.50 65.00 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 77.89 67.47 Bot chord: WT 8.00 x 25.00 57.39 63.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 5 - HS Girder 1 Forces - HS Forces on Brace 5 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.38 -0.28 3.43 -5.46 0.00 Concurrent Mom -20.21 13.87 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.45 1.14 14.82 -5.40 0.00 Concurrent shear -5.05 2.82 k Moment from fatigue trk 0.17 -0.32 Concurrent Shr -0.03 0.05 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.75 -0.53 28.11 -34.25 0.00 Concurrent shear -3.18 5.36 k Moment from fatigue trk 19.97 -25.30 Concurrent Shr -1.82 3.63 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.91 0.01 4.06 -2.88 5.12 -6.47 0.00 0.00 UR-LL diag -0.80 0.56 11.09 -6.75 10.93 -10.76 0.00 0.00 LR-UL diag 0.73 -0.56 6.95 -10.76 11.09 -10.51 0.00 0.00 Bot chord 0.98 -0.02 3.10 -4.38 6.98 -5.52 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 5 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 9.94 208.33 0.048 15.22 212.92 0.071 UR-LL diag 23.75 143.75 0.165 23.67 117.15 0.202 LR-UL diag 24.30 143.75 0.169 23.13 117.15 0.197 Bot chord 16.42 261.49 0.063 10.73 268.17 0.040 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 7.65 208.33 0.037 11.71 212.92 0.055 UR-LL diag 18.27 143.75 0.127 18.21 117.15 0.155 LR-UL diag 18.69 143.75 0.130 17.79 117.15 0.152 Bot chord 12.63 261.49 0.048 8.25 268.17 0.031 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.11 16.00 0.069 4.39 -5.41 UR-LL diag 2.52 16.00 0.157 7.45 -7.09 LR-UL diag 2.52 16.00 0.157 7.45 -7.09 Bot chord 0.99 16.00 0.062 5.83 -4.73 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 5 Girder 1 Shapes Brace 5 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 58.50 65.00 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 77.89 67.47 Bot chord: WT 8.00 x 25.00 57.39 63.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 6 Girder 1 Shapes Brace 6 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.75 73.41 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 6 - HS Girder 1 Forces - HS Forces on Brace 6 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -44.27 -4.81 5.16 -15.89 0.00 Concurrent Mom -57.33 56.54 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 170.66 18.09 75.86 -26.47 0.00 Concurrent shear -14.24 5.16 k Moment from fatigue trk 0.26 -0.72 Concurrent Shr -0.07 0.17 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -94.98 -10.77 17.80 -57.57 0.00 Concurrent shear -4.90 15.87 k Moment from fatigue trk 14.07 -39.75 Concurrent Shr -3.41 9.17 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord 14.94 1.82 14.77 -4.44 14.77 -6.94 0.00 0.00 UR-LL diag 96.95 10.54 34.89 -11.17 34.24 -34.28 0.00 0.00 LR-UL diag -95.72 -10.39 11.82 -34.28 34.89 -34.81 0.00 0.00 Bot chord -16.14 -1.97 4.79 -15.95 7.50 -15.95 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 6 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 53.86 208.33 0.259 0.00 205.58 0.000 UR-LL diag 215.49 143.75 1.499 0.00 109.38 0.000 LR-UL diag 0.00 143.75 0.000 213.53 109.38 1.952 Bot chord 0.00 261.49 0.000 58.17 259.33 0.224 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 41.43 208.33 0.199 0.00 205.58 0.000 UR-LL diag 165.76 143.75 1.153 0.00 109.38 0.000 LR-UL diag 0.00 143.75 0.000 164.25 109.38 1.502 Bot chord 0.00 261.49 0.000 44.74 259.33 0.173 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.26 16.00 0.016 0.75 -1.16 UR-LL diag 7.81 16.00 0.488 19.91 -20.00 LR-UL diag 5.99 16.00 0.374 19.91 -20.00 Bot chord 0.16 16.00 0.010 1.25 -0.81 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 6 Girder 1 Shapes Brace 6 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.75 73.41 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 7 Girder 1 Shapes Brace 7 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.40 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 7 - HS Girder 1 Forces - HS Forces on Brace 7 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.79 -0.15 3.08 -4.75 0.00 Concurrent Mom -15.98 14.42 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -2.27 0.78 18.86 -5.88 0.00 Concurrent shear -2.80 2.10 k Moment from fatigue trk 0.27 -0.07 Concurrent Shr -0.01 0.00 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 8.44 -0.13 27.73 -31.28 0.00 Concurrent shear -3.02 4.74 k Moment from fatigue trk 21.13 -23.66 Concurrent Shr -1.96 3.32 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.64 -0.04 3.31 -2.61 4.14 -6.08 0.00 0.00 UR-LL diag -3.99 0.33 10.46 -6.68 10.48 -10.19 0.00 0.00 LR-UL diag 3.78 -0.33 6.74 -10.19 10.46 -10.14 0.00 0.00 Bot chord 2.85 0.04 2.81 -3.57 6.57 -4.47 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 7 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 5.52 208.33 0.026 16.68 205.59 0.081 UR-LL diag 17.98 143.75 0.125 26.89 109.40 0.246 LR-UL diag 27.19 143.75 0.189 17.64 109.40 0.161 Bot chord 18.01 261.49 0.069 5.96 259.35 0.023 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 4.24 208.33 0.020 12.83 205.59 0.062 UR-LL diag 13.83 143.75 0.096 20.68 109.40 0.189 LR-UL diag 20.92 143.75 0.146 13.57 109.40 0.124 Bot chord 13.86 261.49 0.053 4.58 259.35 0.018 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.86 16.00 0.054 3.66 -5.32 UR-LL diag 2.51 16.00 0.157 7.38 -7.08 LR-UL diag 2.51 16.00 0.157 7.38 -7.08 Bot chord 1.04 16.00 0.065 5.74 -3.96 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 7 Girder 1 Shapes Brace 7 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.40 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 8 Girder 1 Shapes Brace 8 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.71 73.38 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 8 - HS Girder 1 Forces - HS Forces on Brace 8 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.04 -0.17 5.91 -6.41 0.00 Concurrent Mom -25.75 16.37 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 6.30 0.83 20.70 -10.66 0.00 Concurrent shear -4.52 4.85 k Moment from fatigue trk 0.62 -0.18 Concurrent Shr -0.05 0.01 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 6.07 -0.18 49.59 -47.43 0.00 Concurrent shear -5.89 6.37 k Moment from fatigue trk 38.30 -36.52 Concurrent Shr -3.96 4.24 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.70 -0.02 5.84 -5.17 7.94 -9.86 0.00 0.00 UR-LL diag -0.03 0.36 14.19 -12.88 14.18 -13.71 0.00 0.00 LR-UL diag -0.19 -0.37 12.82 -13.71 14.19 -13.53 0.00 0.00 Bot chord 2.91 0.02 5.59 -6.31 10.65 -8.57 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 8 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.69 208.33 0.066 24.94 205.62 0.121 UR-LL diag 31.24 143.75 0.217 29.33 109.42 0.268 LR-UL diag 30.08 143.75 0.209 30.49 109.42 0.279 Bot chord 26.93 261.49 0.103 14.79 259.38 0.057 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 10.53 208.33 0.051 19.19 205.62 0.093 UR-LL diag 24.03 143.75 0.167 22.56 109.42 0.206 LR-UL diag 23.14 143.75 0.161 23.46 109.42 0.214 Bot chord 20.72 261.49 0.079 11.37 259.38 0.044 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.85 16.00 0.116 7.47 -8.82 UR-LL diag 3.21 16.00 0.201 9.53 -8.97 LR-UL diag 3.21 16.00 0.201 9.53 -8.97 Bot chord 1.64 16.00 0.103 9.53 -8.06 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 8 Girder 1 Shapes Brace 8 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.71 73.38 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 9 Girder 1 Shapes Brace 9 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.41 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 9 - HS Girder 1 Forces - HS Forces on Brace 9 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.50 -0.27 6.69 -7.09 0.00 Concurrent Mom -37.35 20.10 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 8.42 1.09 22.04 -11.84 0.00 Concurrent shear -6.18 4.99 k Moment from fatigue trk 0.84 -0.25 Concurrent Shr -0.06 0.01 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.57 -0.55 56.58 -53.01 0.00 Concurrent shear -6.66 6.99 k Moment from fatigue trk 44.67 -41.78 Concurrent Shr -4.57 4.84 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.66 0.08 5.59 -4.95 9.13 -11.38 0.00 0.00 UR-LL diag 3.23 0.60 15.66 -14.45 15.58 -15.20 0.00 0.00 LR-UL diag -3.29 -0.59 14.68 -15.20 15.66 -14.83 0.00 0.00 Bot chord 0.71 -0.08 5.34 -6.03 12.29 -9.86 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 9 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 19.06 208.33 0.091 25.46 205.59 0.124 UR-LL diag 38.99 143.75 0.271 28.03 109.39 0.256 LR-UL diag 28.96 143.75 0.201 38.05 109.39 0.348 Bot chord 27.50 261.49 0.105 20.58 259.34 0.079 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 14.66 208.33 0.070 19.59 205.59 0.095 UR-LL diag 29.99 143.75 0.209 21.56 109.39 0.197 LR-UL diag 22.28 143.75 0.155 29.27 109.39 0.268 Bot chord 21.15 261.49 0.081 15.83 259.34 0.061 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.15 16.00 0.134 8.56 -10.38 UR-LL diag 3.68 16.00 0.230 10.88 -10.37 LR-UL diag 3.68 16.00 0.230 10.88 -10.37 Bot chord 1.91 16.00 0.119 11.21 -9.25 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 9 Girder 1 Shapes Brace 9 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.41 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 10 Girder 1 Shapes Brace 10 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.94 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.71 73.38 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 10 - HS Girder 1 Forces - HS Forces on Brace 10 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.02 -0.21 6.59 -6.75 0.00 Concurrent Mom -35.16 19.06 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 4.81 0.75 21.70 -13.23 0.00 Concurrent shear -5.85 4.99 k Moment from fatigue trk 0.87 -0.27 Concurrent Shr -0.06 0.01 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.29 -0.51 54.40 -50.70 0.00 Concurrent shear -6.52 6.60 k Moment from fatigue trk 43.27 -40.02 Concurrent Shr -4.65 4.66 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.05 0.10 5.34 -4.32 8.92 -10.71 0.00 0.00 UR-LL diag 2.21 0.46 14.90 -14.25 14.72 -14.61 0.00 0.00 LR-UL diag -2.21 -0.45 14.42 -14.46 14.90 -14.25 0.00 0.00 Bot chord 0.05 -0.10 4.66 -5.77 11.57 -9.63 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 10 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 19.42 208.33 0.093 23.20 205.63 0.113 UR-LL diag 35.82 143.75 0.249 28.25 109.43 0.258 LR-UL diag 28.89 143.75 0.201 34.86 109.43 0.319 Bot chord 25.05 261.49 0.096 20.97 259.38 0.081 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 14.94 208.33 0.072 17.84 205.63 0.087 UR-LL diag 27.56 143.75 0.192 21.73 109.43 0.199 LR-UL diag 22.22 143.75 0.155 26.82 109.43 0.245 Bot chord 19.27 261.49 0.074 16.13 259.38 0.062 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.02 16.00 0.126 8.15 -9.61 UR-LL diag 3.63 16.00 0.227 10.48 -10.51 LR-UL diag 3.63 16.00 0.227 10.48 -10.51 Bot chord 1.79 16.00 0.112 10.37 -8.80 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 10 Girder 1 Shapes Brace 10 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.94 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.71 73.38 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 11 Girder 1 Shapes Brace 11 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.72 73.39 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 11 - HS Girder 1 Forces - HS Forces on Brace 11 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.58 0.08 5.30 -5.05 0.00 Concurrent Mom -9.02 13.93 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -5.70 -0.38 16.13 -12.95 0.00 Concurrent shear -3.80 4.53 k Moment from fatigue trk 0.67 -0.20 Concurrent Shr -0.03 0.00 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 3.78 0.13 41.94 -39.21 0.00 Concurrent shear -5.05 5.00 k Moment from fatigue trk 33.80 -30.53 Concurrent Shr -3.82 3.37 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.70 -0.01 4.13 -6.82 7.10 -8.20 0.00 0.00 UR-LL diag -3.46 -0.19 11.15 -11.81 11.25 -11.33 0.00 0.00 LR-UL diag 3.41 0.18 11.25 -10.81 11.15 -11.81 0.00 0.00 Bot chord 0.76 0.01 7.36 -4.46 8.85 -7.67 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 11 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 14.50 208.33 0.070 18.71 205.61 0.091 UR-LL diag 19.68 143.75 0.137 30.38 109.41 0.278 LR-UL diag 29.09 143.75 0.202 20.97 109.41 0.192 Bot chord 20.21 261.49 0.077 15.66 259.37 0.060 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 11.15 208.33 0.054 14.40 205.61 0.070 UR-LL diag 15.14 143.75 0.105 23.37 109.41 0.214 LR-UL diag 22.38 143.75 0.156 16.13 109.41 0.147 Bot chord 15.55 261.49 0.059 12.04 259.37 0.046 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.57 16.00 0.098 6.59 -7.13 UR-LL diag 2.86 16.00 0.179 8.01 -8.59 LR-UL diag 2.86 16.00 0.179 8.01 -8.59 Bot chord 1.37 16.00 0.086 7.70 -7.12 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 11 Girder 1 Shapes Brace 11 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.72 73.39 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 12 Girder 1 Shapes Brace 12 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.92 71.03 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.68 73.36 Bot chord: WT 8.00 x 25.00 62.72 69.69 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 12 - HS Girder 1 Forces - HS Forces on Brace 12 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 6.25 0.58 3.80 -2.48 0.00 Concurrent Mom -15.20 6.53 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -23.11 -2.16 8.20 -15.27 0.00 Concurrent shear -2.14 3.80 k Moment from fatigue trk 0.26 -0.06 Concurrent Shr 0.01 -0.02 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 14.40 1.31 24.69 -19.16 0.00 Concurrent shear -3.65 2.20 k Moment from fatigue trk 19.89 -14.27 Concurrent Shr -2.43 1.27 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.54 -0.23 2.17 -1.02 3.96 -3.46 0.00 0.00 UR-LL diag -13.70 -1.27 5.48 -8.30 8.21 -8.08 0.00 0.00 LR-UL diag 13.49 1.25 8.21 -5.30 7.79 -8.30 0.00 0.00 Bot chord 2.74 0.24 1.11 -2.34 3.73 -4.28 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 12 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 5.02 208.33 0.024 11.10 205.65 0.054 UR-LL diag 0.00 143.75 0.000 37.46 109.46 0.342 LR-UL diag 36.99 143.75 0.257 0.00 109.46 0.000 Bot chord 11.98 261.49 0.046 5.42 259.42 0.021 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 3.86 208.33 0.019 8.53 205.65 0.041 UR-LL diag 0.00 143.75 0.000 28.82 109.46 0.263 LR-UL diag 28.45 143.75 0.198 0.00 109.46 0.000 Bot chord 9.22 261.49 0.035 4.17 259.42 0.016 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.72 16.00 0.045 3.70 -3.83 UR-LL diag 1.58 16.00 0.099 5.12 -5.43 LR-UL diag 1.82 16.00 0.114 5.12 -5.43 Bot chord 0.87 16.00 0.055 4.14 -3.99 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 12 Girder 1 Shapes Brace 12 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.92 71.03 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.68 73.36 Bot chord: WT 8.00 x 25.00 62.72 69.69 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 13 Girder 1 Shapes Brace 13 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 13 - HS Girder 1 Forces - HS Forces on Brace 13 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 12.53 1.28 5.65 -1.89 0.00 Concurrent Mom -30.44 9.02 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -50.90 -5.28 10.61 -30.71 0.00 Concurrent shear -1.66 5.65 k Moment from fatigue trk 0.21 -0.35 Concurrent Shr -0.06 0.09 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 34.86 3.51 17.44 -6.00 0.00 Concurrent shear -4.78 1.85 k Moment from fatigue trk 12.14 -4.02 Concurrent Shr -2.67 1.11 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.68 -0.16 1.12 -0.71 1.11 -0.62 0.00 0.00 UR-LL diag -15.79 -1.62 2.37 -7.05 7.13 -5.95 0.00 0.00 LR-UL diag 15.66 1.61 7.13 -2.38 6.04 -7.05 0.00 0.00 Bot chord 1.80 0.17 0.76 -1.19 0.66 -1.19 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 13 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.03 208.33 0.000 3.94 205.61 0.019 UR-LL diag 0.00 143.75 0.000 37.93 103.13 0.368 LR-UL diag 37.92 143.75 0.264 0.00 103.13 0.000 Bot chord 4.21 261.49 0.016 0.04 259.37 0.000 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.03 208.33 0.000 3.03 205.61 0.015 UR-LL diag 0.00 143.75 0.000 29.18 103.13 0.283 LR-UL diag 29.17 143.75 0.203 0.00 103.13 0.000 Bot chord 3.24 261.49 0.012 0.03 259.37 0.000 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.03 16.00 0.002 0.05 -0.26 UR-LL diag 1.01 16.00 0.063 3.36 -3.35 LR-UL diag 1.31 16.00 0.082 3.36 -3.35 Bot chord 0.04 16.00 0.002 0.28 -0.05 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 13 Girder 1 Shapes Brace 13 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 14 Girder 1 Shapes Brace 14 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 14 - HS Girder 1 Forces - HS Forces on Brace 14 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.09 0.50 7.60 -6.19 0.00 Concurrent Mom -8.76 9.24 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -17.05 -1.82 12.61 -18.19 0.00 Concurrent shear -2.84 3.14 k Moment from fatigue trk 0.97 -2.15 Concurrent Shr -0.10 0.21 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 17.77 1.60 59.04 -50.69 0.00 Concurrent shear -7.50 6.12 k Moment from fatigue trk 47.38 -38.33 Concurrent Shr -5.68 3.96 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.56 -0.12 4.67 -6.35 5.40 -6.35 0.00 0.00 UR-LL diag -6.45 -0.63 7.95 -9.78 9.30 -9.64 0.00 0.00 LR-UL diag 6.33 0.62 9.30 -7.60 9.20 -9.78 0.00 0.00 Bot chord 1.66 0.13 6.79 -4.99 6.79 -5.78 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 14 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 9.55 208.33 0.046 15.96 205.58 0.078 UR-LL diag 11.00 143.75 0.076 30.44 103.10 0.295 LR-UL diag 29.23 143.75 0.203 12.20 103.10 0.118 Bot chord 17.07 261.49 0.065 10.21 259.33 0.039 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 7.35 208.33 0.035 12.28 205.58 0.060 UR-LL diag 8.46 143.75 0.059 23.41 103.10 0.227 LR-UL diag 22.49 143.75 0.156 9.38 103.10 0.091 Bot chord 13.13 261.49 0.050 7.86 259.33 0.030 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.14 16.00 0.071 4.83 -5.10 UR-LL diag 2.14 16.00 0.134 6.93 -7.32 LR-UL diag 2.45 16.00 0.153 6.93 -7.32 Bot chord 0.98 16.00 0.061 5.45 -5.16 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 14 Girder 1 Shapes Brace 14 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 15 Girder 1 Shapes Brace 15 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 15 - HS Girder 1 Forces - HS Forces on Brace 15 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.23 -0.09 9.90 -9.23 0.00 Concurrent Mom -5.52 16.46 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 10.33 0.98 24.98 -17.72 0.00 Concurrent shear -5.62 2.33 k Moment from fatigue trk 1.82 -3.90 Concurrent Shr -0.15 0.34 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 8.78 0.34 88.85 -75.00 0.00 Concurrent shear -9.84 9.20 k Moment from fatigue trk 71.73 -58.94 Concurrent Shr -7.47 6.49 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.24 -0.13 6.30 -9.69 7.84 -10.45 0.00 0.00 UR-LL diag 0.20 0.11 11.82 -12.79 12.06 -12.74 0.00 0.00 LR-UL diag -0.37 -0.12 12.06 -11.35 11.96 -12.79 0.00 0.00 Bot chord 2.39 0.14 10.36 -6.74 11.18 -8.38 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 15 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.93 208.33 0.067 25.78 205.62 0.125 UR-LL diag 26.60 143.75 0.185 27.37 103.14 0.265 LR-UL diag 25.55 143.75 0.178 28.41 103.14 0.276 Bot chord 27.56 261.49 0.105 14.89 259.38 0.057 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 10.72 208.33 0.051 19.83 205.62 0.096 UR-LL diag 20.46 143.75 0.142 21.05 103.14 0.204 LR-UL diag 19.66 143.75 0.137 21.86 103.14 0.212 Bot chord 21.20 261.49 0.081 11.46 259.38 0.044 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.80 16.00 0.112 6.98 -8.97 UR-LL diag 3.23 16.00 0.202 9.04 -9.71 LR-UL diag 3.23 16.00 0.202 9.04 -9.71 Bot chord 1.60 16.00 0.100 9.59 -7.46 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 15 Girder 1 Shapes Brace 15 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 16 Girder 1 Shapes Brace 16 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 16 - HS Girder 1 Forces - HS Forces on Brace 16 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -3.90 -0.51 10.20 -10.48 0.00 Concurrent Mom -60.90 25.58 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 31.06 3.06 36.10 -19.02 0.00 Concurrent shear -4.47 9.35 k Moment from fatigue trk 2.58 -5.21 Concurrent Shr -0.20 0.43 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 4.35 -0.42 98.36 -83.14 0.00 Concurrent shear -10.13 10.36 k Moment from fatigue trk 78.90 -67.10 Concurrent Shr -7.36 7.31 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -3.14 -0.17 5.51 -5.83 8.50 -12.42 0.00 0.00 UR-LL diag 4.78 0.63 13.37 -12.68 13.32 -13.18 0.00 0.00 LR-UL diag -5.02 -0.64 12.93 -12.95 13.37 -12.68 0.00 0.00 Bot chord 3.36 0.18 6.23 -5.89 13.28 -9.09 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 16 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 14.15 208.33 0.068 31.27 205.60 0.152 UR-LL diag 36.05 143.75 0.251 21.59 103.12 0.209 LR-UL diag 21.66 143.75 0.151 35.48 103.12 0.344 Bot chord 33.43 261.49 0.128 15.12 259.36 0.058 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 10.88 208.33 0.052 24.05 205.60 0.117 UR-LL diag 27.73 143.75 0.193 16.61 103.12 0.161 LR-UL diag 16.66 143.75 0.116 27.29 103.12 0.265 Bot chord 25.72 261.49 0.098 11.63 259.36 0.045 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.12 16.00 0.132 8.03 -10.82 UR-LL diag 3.30 16.00 0.206 9.48 -9.65 LR-UL diag 3.30 16.00 0.206 9.48 -9.65 Bot chord 1.90 16.00 0.119 11.56 -8.58 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 16 Girder 1 Shapes Brace 16 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 17 Girder 1 Shapes Brace 17 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 17 - HS Girder 1 Forces - HS Forces on Brace 17 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -5.60 -0.70 9.81 -10.79 0.00 Concurrent Mom -66.52 30.76 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 40.79 4.04 40.02 -19.94 0.00 Concurrent shear -8.04 9.26 k Moment from fatigue trk 3.14 -5.87 Concurrent Shr -0.23 0.48 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.46 -0.78 95.80 -85.13 0.00 Concurrent shear -9.42 10.79 k Moment from fatigue trk 76.93 -67.88 Concurrent Shr -6.75 7.59 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -3.59 -0.19 5.11 -5.50 8.50 -12.60 0.00 0.00 UR-LL diag 6.89 0.88 13.71 -12.12 13.86 -13.37 0.00 0.00 LR-UL diag -7.17 -0.89 12.50 -13.37 13.71 -13.22 0.00 0.00 Bot chord 3.84 0.20 5.88 -5.47 13.47 -9.09 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 17 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.54 208.33 0.065 32.27 205.60 0.157 UR-LL diag 40.19 143.75 0.280 18.92 103.12 0.183 LR-UL diag 19.30 143.75 0.134 39.49 103.12 0.383 Bot chord 34.50 261.49 0.132 14.48 259.36 0.056 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 10.42 208.33 0.050 24.82 205.60 0.121 UR-LL diag 30.92 143.75 0.215 14.55 103.12 0.141 LR-UL diag 14.84 143.75 0.103 30.38 103.12 0.295 Bot chord 26.54 261.49 0.101 11.14 259.36 0.043 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.12 16.00 0.132 7.90 -11.02 UR-LL diag 3.73 16.00 0.233 9.83 -9.23 LR-UL diag 3.31 16.00 0.207 9.83 -9.23 Bot chord 1.91 16.00 0.120 11.79 -8.45 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 17 Girder 1 Shapes Brace 17 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 18 Girder 1 Shapes Brace 18 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 18 - HS Girder 1 Forces - HS Forces on Brace 18 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -5.25 -0.67 9.65 -10.51 0.00 Concurrent Mom -64.58 30.24 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 39.06 3.87 39.35 -19.82 0.00 Concurrent shear -7.80 9.07 k Moment from fatigue trk 3.38 -5.82 Concurrent Shr -0.25 0.47 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 3.13 -0.72 94.98 -83.19 0.00 Concurrent shear -9.54 10.51 k Moment from fatigue trk 75.11 -64.75 Concurrent Shr -6.39 7.36 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -3.57 -0.19 4.82 -5.32 8.35 -12.27 0.00 0.00 UR-LL diag 6.45 0.83 13.36 -11.93 13.50 -13.03 0.00 0.00 LR-UL diag -6.72 -0.85 12.29 -13.03 13.36 -12.87 0.00 0.00 Bot chord 3.81 0.20 5.69 -5.15 13.12 -8.93 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 18 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.24 208.33 0.064 31.51 205.62 0.153 UR-LL diag 38.79 143.75 0.270 18.80 103.14 0.182 LR-UL diag 19.16 143.75 0.133 38.12 103.14 0.370 Bot chord 33.69 261.49 0.129 14.16 259.38 0.055 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 10.19 208.33 0.049 24.24 205.62 0.118 UR-LL diag 29.84 143.75 0.208 14.46 103.14 0.140 LR-UL diag 14.74 143.75 0.103 29.32 103.14 0.284 Bot chord 25.92 261.49 0.099 10.89 259.38 0.042 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.05 16.00 0.128 7.41 -10.98 UR-LL diag 3.61 16.00 0.226 9.52 -8.96 LR-UL diag 3.21 16.00 0.200 9.52 -8.96 Bot chord 1.87 16.00 0.117 11.74 -7.92 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 18 Girder 1 Shapes Brace 18 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 19 Girder 1 Shapes Brace 19 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 19 - HS Girder 1 Forces - HS Forces on Brace 19 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -3.72 -0.49 9.73 -9.87 0.00 Concurrent Mom -57.08 25.93 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 28.03 2.77 35.92 -19.88 0.00 Concurrent shear -6.64 8.87 k Moment from fatigue trk 3.19 -5.01 Concurrent Shr -0.24 0.41 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.58 -0.59 93.27 -77.65 0.00 Concurrent shear -9.61 9.85 k Moment from fatigue trk 74.70 -61.15 Concurrent Shr -6.66 6.93 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.61 -0.12 4.73 -5.09 7.74 -11.77 0.00 0.00 UR-LL diag 4.57 0.61 12.56 -12.10 12.66 -12.51 0.00 0.00 LR-UL diag -4.77 -0.62 12.32 -12.20 12.56 -12.10 0.00 0.00 Bot chord 2.79 0.13 5.44 -5.06 12.58 -8.28 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 19 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.25 208.33 0.064 29.10 205.59 0.142 UR-LL diag 34.22 143.75 0.238 20.43 103.11 0.198 LR-UL diag 20.27 143.75 0.141 33.50 103.11 0.325 Bot chord 31.12 261.49 0.119 14.17 259.35 0.055 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 10.19 208.33 0.049 22.39 205.59 0.109 UR-LL diag 26.32 143.75 0.183 15.71 103.11 0.152 LR-UL diag 15.59 143.75 0.108 25.77 103.11 0.250 Bot chord 23.93 261.49 0.092 10.90 259.35 0.042 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.96 16.00 0.122 7.01 -10.58 UR-LL diag 3.47 16.00 0.217 8.97 -8.76 LR-UL diag 3.07 16.00 0.192 8.97 -8.76 Bot chord 1.79 16.00 0.112 11.31 -7.50 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 19 Girder 1 Shapes Brace 19 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 20 Girder 1 Shapes Brace 20 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 20 - HS Girder 1 Forces - HS Forces on Brace 20 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.10 -0.06 8.94 -8.45 0.00 Concurrent Mom -8.92 19.92 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 6.85 0.64 27.28 -19.12 0.00 Concurrent shear -5.13 8.18 k Moment from fatigue trk 2.61 -3.68 Concurrent Shr -0.19 0.31 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 7.54 0.21 80.73 -67.73 0.00 Concurrent shear -8.70 8.39 k Moment from fatigue trk 65.70 -53.20 Concurrent Shr -6.37 5.76 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.76 -0.08 4.61 -7.80 6.97 -9.77 0.00 0.00 UR-LL diag -0.19 0.08 10.78 -11.52 10.93 -11.28 0.00 0.00 LR-UL diag 0.06 -0.08 10.93 -10.43 10.78 -11.52 0.00 0.00 Bot chord 1.88 0.09 8.34 -4.93 10.45 -7.46 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 20 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 12.74 208.33 0.061 23.61 205.58 0.115 UR-LL diag 23.58 143.75 0.164 25.16 103.10 0.244 LR-UL diag 23.70 143.75 0.165 25.03 103.10 0.243 Bot chord 25.24 261.49 0.097 13.62 259.33 0.053 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 9.80 208.33 0.047 18.16 205.58 0.088 UR-LL diag 18.14 143.75 0.126 19.35 103.10 0.188 LR-UL diag 18.23 143.75 0.127 19.26 103.10 0.187 Bot chord 19.42 261.49 0.074 10.48 259.33 0.040 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.70 16.00 0.106 6.41 -8.74 UR-LL diag 2.75 16.00 0.172 7.66 -8.32 LR-UL diag 2.75 16.00 0.172 7.66 -8.32 Bot chord 1.53 16.00 0.095 9.34 -6.85 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 20 Girder 1 Shapes Brace 20 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 21 Girder 1 Shapes Brace 21 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 21 - HS Girder 1 Forces - HS Forces on Brace 21 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 7.00 0.69 7.02 -5.18 0.00 Concurrent Mom -21.86 11.19 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -25.74 -2.69 14.88 -23.16 0.00 Concurrent shear -4.44 6.33 k Moment from fatigue trk 1.50 -2.03 Concurrent Shr -0.10 0.19 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 22.18 2.00 51.11 -41.99 0.00 Concurrent shear -6.32 5.02 k Moment from fatigue trk 41.70 -31.44 Concurrent Shr -4.90 3.13 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.59 -0.12 3.07 -2.55 4.53 -5.28 0.00 0.00 UR-LL diag -8.85 -0.86 6.62 -8.91 8.72 -8.13 0.00 0.00 LR-UL diag 8.73 0.86 8.72 -6.39 7.73 -8.91 0.00 0.00 Bot chord 1.70 0.12 2.73 -3.28 5.64 -4.84 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 21 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 7.61 208.33 0.037 13.68 205.59 0.067 UR-LL diag 6.30 143.75 0.044 31.97 103.11 0.310 LR-UL diag 31.39 143.75 0.218 6.88 103.11 0.067 Bot chord 14.63 261.49 0.056 8.13 259.35 0.031 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 5.85 208.33 0.028 10.52 205.59 0.051 UR-LL diag 4.85 143.75 0.034 24.59 103.11 0.239 LR-UL diag 24.15 143.75 0.168 5.30 103.11 0.051 Bot chord 11.25 261.49 0.043 6.26 259.35 0.024 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.99 16.00 0.062 4.09 -4.59 UR-LL diag 1.85 16.00 0.115 5.98 -6.33 LR-UL diag 2.12 16.00 0.132 5.98 -6.33 Bot chord 0.86 16.00 0.054 4.91 -4.37 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 21 Girder 1 Shapes Brace 21 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 22 Girder 1 Shapes Brace 22 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 22 - HS Girder 1 Forces - HS Forces on Brace 22 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 17.05 1.72 7.03 -2.47 0.00 Concurrent Mom -38.70 10.91 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -70.78 -7.18 13.59 -38.99 0.00 Concurrent shear -2.20 7.00 k Moment from fatigue trk 0.16 -0.28 Concurrent Shr -0.04 0.05 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 45.93 4.62 20.13 -7.86 0.00 Concurrent shear -5.74 2.47 k Moment from fatigue trk 12.40 -4.49 Concurrent Shr -2.87 1.19 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.93 -0.19 1.60 -0.83 1.54 -0.86 0.00 0.00 UR-LL diag -21.48 -2.17 3.11 -8.77 8.88 -7.14 0.00 0.00 LR-UL diag 21.33 2.16 8.88 -3.10 7.26 -8.77 0.00 0.00 Bot chord 2.06 0.20 0.88 -1.71 0.92 -1.64 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 22 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.71 208.33 0.003 4.61 205.59 0.022 UR-LL diag 0.00 143.75 0.000 49.77 103.10 0.483 LR-UL diag 49.81 143.75 0.347 0.00 103.10 0.000 Bot chord 4.93 261.49 0.019 0.76 259.34 0.003 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.55 208.33 0.003 3.55 205.59 0.017 UR-LL diag 0.00 143.75 0.000 38.29 103.10 0.371 LR-UL diag 38.32 143.75 0.267 0.00 103.10 0.000 Bot chord 3.79 261.49 0.015 0.58 259.34 0.002 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.04 16.00 0.003 0.20 -0.25 UR-LL diag 1.08 16.00 0.067 3.61 -3.59 LR-UL diag 1.41 16.00 0.088 3.61 -3.59 Bot chord 0.05 16.00 0.003 0.26 -0.22 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 22 Girder 1 Shapes Brace 22 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 23 Girder 1 Shapes Brace 23 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.01 71.12 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.96 77.93 Bot chord: WT 8.00 x 25.00 62.80 69.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 23 - HS Girder 1 Forces - HS Forces on Brace 23 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 6.35 0.67 6.48 -4.93 0.00 Concurrent Mom -20.76 9.77 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -28.82 -2.93 11.70 -21.95 0.00 Concurrent shear -4.00 5.97 k Moment from fatigue trk 1.50 -2.31 Concurrent Shr -0.10 0.21 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 14.61 1.68 46.72 -41.52 0.00 Concurrent shear -5.87 4.78 k Moment from fatigue trk 36.61 -31.15 Concurrent Shr -4.29 2.94 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.12 -0.04 3.14 -2.22 4.68 -4.72 0.00 0.00 UR-LL diag -7.97 -0.85 6.31 -8.22 8.06 -7.55 0.00 0.00 LR-UL diag 7.97 0.84 8.06 -6.07 7.20 -8.22 0.00 0.00 Bot chord 0.13 0.05 2.37 -3.35 5.04 -5.00 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 23 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 9.94 208.33 0.048 10.46 205.54 0.051 UR-LL diag 6.02 143.75 0.042 29.32 103.05 0.285 LR-UL diag 28.94 143.75 0.201 6.40 103.05 0.062 Bot chord 11.18 261.49 0.043 10.62 259.28 0.041 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 7.64 208.33 0.037 8.04 205.54 0.039 UR-LL diag 4.63 143.75 0.032 22.56 103.05 0.219 LR-UL diag 22.26 143.75 0.155 4.92 103.05 0.048 Bot chord 8.60 261.49 0.033 8.17 259.28 0.032 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.96 16.00 0.060 4.23 -4.05 UR-LL diag 1.61 16.00 0.101 5.23 -5.54 LR-UL diag 1.85 16.00 0.116 5.23 -5.54 Bot chord 0.81 16.00 0.051 4.33 -4.52 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 23 Girder 1 Shapes Brace 23 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.01 71.12 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.96 77.93 Bot chord: WT 8.00 x 25.00 62.80 69.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 24 Girder 1 Shapes Brace 24 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.00 71.11 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.95 77.92 Bot chord: WT 8.00 x 25.00 62.79 69.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 24 - HS Girder 1 Forces - HS Forces on Brace 24 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.39 -0.01 8.46 -8.53 0.00 Concurrent Mom -52.29 16.78 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -4.08 -0.31 21.89 -17.93 0.00 Concurrent shear -5.58 7.50 k Moment from fatigue trk 2.87 -4.30 Concurrent Shr -0.23 0.39 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -6.74 -0.38 73.99 -68.93 0.00 Concurrent shear -8.21 8.44 k Moment from fatigue trk 56.95 -53.62 Concurrent Shr -6.07 5.89 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord 1.42 0.09 5.46 -4.04 7.21 -8.68 0.00 0.00 UR-LL diag 0.54 0.01 10.92 -10.51 10.87 -10.64 0.00 0.00 LR-UL diag -0.43 -0.01 10.75 -10.51 10.92 -10.51 0.00 0.00 Bot chord -1.51 -0.09 4.32 -5.84 9.28 -7.71 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 24 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.60 208.33 0.084 16.89 205.54 0.082 UR-LL diag 24.43 143.75 0.170 22.38 103.06 0.217 LR-UL diag 23.13 143.75 0.161 23.39 103.06 0.227 Bot chord 18.06 261.49 0.069 18.82 259.28 0.073 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.54 208.33 0.065 12.99 205.54 0.063 UR-LL diag 18.80 143.75 0.131 17.21 103.06 0.167 LR-UL diag 17.80 143.75 0.124 17.99 103.06 0.175 Bot chord 13.89 261.49 0.053 14.48 259.28 0.056 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.52 16.00 0.095 6.36 -6.95 UR-LL diag 2.68 16.00 0.167 7.64 -7.89 LR-UL diag 2.68 16.00 0.167 7.64 -7.89 Bot chord 1.32 16.00 0.082 7.44 -6.80 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 24 Girder 1 Shapes Brace 24 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.00 71.11 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.95 77.92 Bot chord: WT 8.00 x 25.00 62.79 69.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 25 Girder 1 Shapes Brace 25 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.00 71.11 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.95 77.92 Bot chord: WT 8.00 x 25.00 62.79 69.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 25 - HS Girder 1 Forces - HS Forces on Brace 25 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -3.55 -0.40 8.25 -9.03 0.00 Concurrent Mom -53.73 22.70 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 13.97 1.56 31.07 -19.45 0.00 Concurrent shear -6.44 7.21 k Moment from fatigue trk 2.06 -2.21 Concurrent Shr -0.12 0.14 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -10.31 -1.21 78.41 -72.20 0.00 Concurrent shear -7.99 9.03 k Moment from fatigue trk 62.17 -55.90 Concurrent Shr -5.79 5.95 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord 0.58 0.07 4.59 -3.34 7.33 -10.00 0.00 0.00 UR-LL diag 4.48 0.51 11.52 -10.22 11.62 -11.17 0.00 0.00 LR-UL diag -4.43 -0.50 10.50 -11.17 11.52 -11.07 0.00 0.00 Bot chord -0.62 -0.08 3.57 -4.91 10.69 -7.84 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 25 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 16.78 208.33 0.081 20.85 205.55 0.101 UR-LL diag 31.71 143.75 0.221 17.77 103.06 0.172 LR-UL diag 18.59 143.75 0.129 30.68 103.06 0.298 Bot chord 22.29 261.49 0.085 17.94 259.29 0.069 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 12.91 208.33 0.062 16.04 205.55 0.078 UR-LL diag 24.39 143.75 0.170 13.67 103.06 0.133 LR-UL diag 14.30 143.75 0.099 23.60 103.06 0.229 Bot chord 17.14 261.49 0.066 13.80 259.29 0.053 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.74 16.00 0.109 6.84 -8.53 UR-LL diag 3.00 16.00 0.187 7.73 -7.59 LR-UL diag 2.65 16.00 0.166 7.73 -7.59 Bot chord 1.54 16.00 0.096 9.12 -7.31 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 25 Girder 1 Shapes Brace 25 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.00 71.11 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.95 77.92 Bot chord: WT 8.00 x 25.00 62.79 69.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 26 Girder 1 Shapes Brace 26 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.02 71.14 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.98 77.95 Bot chord: WT 8.00 x 25.00 62.82 69.80 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 26 - HS Girder 1 Forces - HS Forces on Brace 26 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -4.28 -0.54 8.94 -10.41 0.00 Concurrent Mom -62.98 25.23 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 23.13 2.51 34.35 -19.10 0.00 Concurrent shear -6.94 8.37 k Moment from fatigue trk 3.54 -5.55 Concurrent Shr -0.28 0.48 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -6.18 -1.16 85.83 -82.89 0.00 Concurrent shear -8.84 10.37 k Moment from fatigue trk 67.60 -65.65 Concurrent Shr -6.18 7.37 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.80 -0.01 5.52 -4.72 8.41 -10.83 0.00 0.00 UR-LL diag 5.35 0.67 13.28 -11.04 13.35 -12.87 0.00 0.00 LR-UL diag -5.41 -0.67 11.43 -12.87 13.28 -12.71 0.00 0.00 Bot chord 0.86 0.01 5.05 -5.90 11.57 -9.00 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 26 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.21 208.33 0.083 24.56 205.51 0.119 UR-LL diag 36.81 143.75 0.256 20.10 103.02 0.195 LR-UL diag 20.93 143.75 0.146 35.84 103.02 0.348 Bot chord 26.25 261.49 0.100 18.40 259.25 0.071 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.24 208.33 0.064 18.89 205.51 0.092 UR-LL diag 28.31 143.75 0.197 15.46 103.02 0.150 LR-UL diag 16.10 143.75 0.112 27.57 103.02 0.268 Bot chord 20.20 261.49 0.077 14.16 259.25 0.055 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.92 16.00 0.120 7.61 -9.40 UR-LL diag 3.62 16.00 0.226 9.54 -8.97 LR-UL diag 3.21 16.00 0.201 9.54 -8.97 Bot chord 1.70 16.00 0.106 10.05 -8.13 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 26 Girder 1 Shapes Brace 26 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.02 71.14 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.98 77.95 Bot chord: WT 8.00 x 25.00 62.82 69.80 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 27 Girder 1 Shapes Brace 27 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.01 71.12 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.96 77.93 Bot chord: WT 8.00 x 25.00 62.80 69.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 27 - HS Girder 1 Forces - HS Forces on Brace 27 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -2.78 -0.40 9.35 -9.99 0.00 Concurrent Mom -63.09 28.92 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 26.87 2.90 36.86 -19.92 0.00 Concurrent shear -6.87 8.74 k Moment from fatigue trk 3.10 -5.14 Concurrent Shr -0.23 0.43 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 7.82 0.14 91.40 -80.01 0.00 Concurrent shear -9.35 9.99 k Moment from fatigue trk 71.00 -60.85 Concurrent Shr -6.22 7.04 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -3.37 -0.25 4.79 -4.94 8.15 -11.61 0.00 0.00 UR-LL diag 3.37 0.50 12.70 -11.56 12.85 -12.39 0.00 0.00 LR-UL diag -3.62 -0.52 11.92 -12.39 12.70 -12.24 0.00 0.00 Bot chord 3.61 0.27 5.28 -5.12 12.41 -8.72 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 27 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 12.99 208.33 0.062 29.91 205.53 0.146 UR-LL diag 32.93 143.75 0.229 21.87 103.05 0.212 LR-UL diag 22.19 143.75 0.154 32.28 103.05 0.313 Bot chord 31.98 261.49 0.122 13.88 259.27 0.054 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 9.99 208.33 0.048 23.01 205.53 0.112 UR-LL diag 25.33 143.75 0.176 16.82 103.05 0.163 LR-UL diag 17.07 143.75 0.119 24.83 103.05 0.241 Bot chord 24.60 261.49 0.094 10.68 259.27 0.041 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.89 16.00 0.118 6.82 -10.17 UR-LL diag 3.07 16.00 0.192 9.10 -8.58 LR-UL diag 3.07 16.00 0.192 9.10 -8.58 Bot chord 1.73 16.00 0.108 10.87 -7.29 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 27 Girder 1 Shapes Brace 27 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.01 71.12 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.96 77.93 Bot chord: WT 8.00 x 25.00 62.80 69.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 28 Girder 1 Shapes Brace 28 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.02 71.14 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.98 77.94 Bot chord: WT 8.00 x 25.00 62.81 69.79 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 28 - HS Girder 1 Forces - HS Forces on Brace 28 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -2.43 -0.32 9.13 -9.38 0.00 Concurrent Mom -54.21 26.59 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 21.71 2.43 35.95 -20.01 0.00 Concurrent shear -4.34 8.19 k Moment from fatigue trk 2.21 -3.72 Concurrent Shr -0.16 0.30 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.09 0.25 89.10 -74.89 0.00 Concurrent shear -9.06 9.32 k Moment from fatigue trk 71.83 -57.96 Concurrent Shr -6.64 6.58 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.52 -0.23 4.04 -4.30 7.66 -11.37 0.00 0.00 UR-LL diag 2.95 0.39 11.93 -11.36 12.00 -11.81 0.00 0.00 LR-UL diag -3.15 -0.41 11.58 -11.63 11.93 -11.42 0.00 0.00 Bot chord 2.70 0.25 4.60 -4.32 12.16 -8.19 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 28 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.05 208.33 0.063 28.26 205.51 0.138 UR-LL diag 30.39 143.75 0.211 21.29 103.03 0.207 LR-UL diag 21.29 143.75 0.148 29.86 103.03 0.290 Bot chord 30.22 261.49 0.116 13.95 259.25 0.054 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 10.04 208.33 0.048 21.74 205.51 0.106 UR-LL diag 23.38 143.75 0.163 16.38 103.03 0.159 LR-UL diag 16.37 143.75 0.114 22.97 103.03 0.223 Bot chord 23.25 261.49 0.089 10.73 259.25 0.041 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.84 16.00 0.115 6.63 -9.90 UR-LL diag 2.97 16.00 0.186 8.52 -8.72 LR-UL diag 2.97 16.00 0.186 8.52 -8.72 Bot chord 1.68 16.00 0.105 10.59 -7.09 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 28 Girder 1 Shapes Brace 28 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.02 71.14 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.98 77.94 Bot chord: WT 8.00 x 25.00 62.81 69.79 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 29 Girder 1 Shapes Brace 29 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.03 71.15 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.99 77.95 Bot chord: WT 8.00 x 25.00 62.83 69.81 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 29 - HS Girder 1 Forces - HS Forces on Brace 29 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.07 -0.14 8.71 -8.78 0.00 Concurrent Mom -48.01 23.14 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 9.84 1.26 32.99 -20.28 0.00 Concurrent shear -5.27 7.73 k Moment from fatigue trk 1.42 -2.44 Concurrent Shr -0.10 0.18 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.53 0.30 81.75 -69.12 0.00 Concurrent shear -8.70 8.73 k Moment from fatigue trk 66.27 -54.30 Concurrent Shr -6.39 6.10 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.18 -0.15 4.21 -3.73 6.93 -10.00 0.00 0.00 UR-LL diag 1.30 0.17 11.19 -10.87 11.22 -11.31 0.00 0.00 LR-UL diag -1.39 -0.18 11.01 -10.87 11.19 -10.87 0.00 0.00 Bot chord 1.26 0.16 3.98 -4.50 10.69 -7.41 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 29 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.32 208.33 0.064 23.43 205.50 0.114 UR-LL diag 26.28 143.75 0.183 22.65 103.01 0.220 LR-UL diag 22.25 143.75 0.155 25.64 103.01 0.249 Bot chord 25.05 261.49 0.096 14.24 259.23 0.055 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 10.24 208.33 0.049 18.02 205.50 0.088 UR-LL diag 20.21 143.75 0.141 17.42 103.01 0.169 LR-UL diag 17.12 143.75 0.119 19.73 103.01 0.192 Bot chord 19.27 261.49 0.074 10.95 259.23 0.042 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.69 16.00 0.106 6.28 -8.85 UR-LL diag 2.80 16.00 0.175 7.90 -8.36 LR-UL diag 2.80 16.00 0.175 7.90 -8.36 Bot chord 1.53 16.00 0.096 9.46 -6.72 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 29 Girder 1 Shapes Brace 29 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.03 71.15 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.99 77.95 Bot chord: WT 8.00 x 25.00 62.83 69.81 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 30 Girder 1 Shapes Brace 30 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.03 71.14 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.98 77.95 Bot chord: WT 8.00 x 25.00 62.82 69.80 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 30 - HS Girder 1 Forces - HS Forces on Brace 30 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.77 0.27 8.10 -7.52 0.00 Concurrent Mom -8.41 16.96 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -10.70 -0.83 24.34 -19.25 0.00 Concurrent shear -3.39 7.18 k Moment from fatigue trk 0.86 -1.52 Concurrent Shr -0.07 0.12 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 8.28 1.01 69.78 -59.66 0.00 Concurrent shear -7.78 7.51 k Moment from fatigue trk 56.71 -45.61 Concurrent Shr -5.62 4.94 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.51 -0.10 4.30 -6.99 6.00 -8.14 0.00 0.00 UR-LL diag -3.50 -0.34 9.61 -10.44 9.91 -10.08 0.00 0.00 LR-UL diag 3.47 0.33 9.91 -9.29 9.61 -10.44 0.00 0.00 Bot chord 0.55 0.11 7.48 -4.59 8.70 -6.42 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 30 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 12.23 208.33 0.059 18.47 205.50 0.090 UR-LL diag 16.51 143.75 0.115 27.65 103.02 0.268 LR-UL diag 26.45 143.75 0.184 17.72 103.02 0.172 Bot chord 19.74 261.49 0.076 13.08 259.24 0.050 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 9.41 208.33 0.045 14.20 205.50 0.069 UR-LL diag 12.70 143.75 0.088 21.27 103.02 0.206 LR-UL diag 20.35 143.75 0.142 13.63 103.02 0.132 Bot chord 15.19 261.49 0.058 10.06 259.24 0.039 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.45 16.00 0.090 5.49 -7.40 UR-LL diag 2.12 16.00 0.132 6.79 -7.34 LR-UL diag 2.43 16.00 0.152 6.79 -7.34 Bot chord 1.30 16.00 0.081 7.91 -5.86 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 30 Girder 1 Shapes Brace 30 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.03 71.14 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.98 77.95 Bot chord: WT 8.00 x 25.00 62.82 69.80 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 31 Girder 1 Shapes Brace 31 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.09 71.21 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.06 78.01 Bot chord: WT 8.00 x 25.00 62.88 69.87 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 31 - HS Girder 1 Forces - HS Forces on Brace 31 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 9.96 1.01 6.79 -4.70 0.00 Concurrent Mom -24.13 8.80 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -41.82 -4.07 12.86 -24.52 0.00 Concurrent shear -3.75 5.92 k Moment from fatigue trk 0.46 -0.82 Concurrent Shr -0.06 0.08 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 26.37 2.82 46.73 -37.34 0.00 Concurrent shear -6.59 4.63 k Moment from fatigue trk 38.42 -27.54 Concurrent Shr -4.56 2.89 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.04 -0.14 3.12 -1.76 3.83 -3.91 0.00 0.00 UR-LL diag -12.57 -1.27 6.03 -8.61 8.48 -8.43 0.00 0.00 LR-UL diag 12.49 1.26 8.48 -5.79 8.13 -8.61 0.00 0.00 Bot chord 1.11 0.15 1.88 -3.34 4.18 -4.09 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 31 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 6.78 208.33 0.033 10.02 205.42 0.049 UR-LL diag 0.41 143.75 0.003 36.68 102.92 0.356 LR-UL diag 36.28 143.75 0.252 0.82 102.92 0.008 Bot chord 10.72 261.49 0.041 7.25 259.14 0.028 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 5.22 208.33 0.025 7.71 205.42 0.038 UR-LL diag 0.32 143.75 0.002 28.21 102.92 0.274 LR-UL diag 27.90 143.75 0.194 0.63 102.92 0.006 Bot chord 8.25 261.49 0.032 5.58 259.14 0.022 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.86 16.00 0.054 3.42 -4.17 UR-LL diag 1.72 16.00 0.108 5.58 -5.89 LR-UL diag 1.97 16.00 0.123 5.58 -5.89 Bot chord 0.76 16.00 0.047 4.46 -3.65 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 31 Girder 1 Shapes Brace 31 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.09 71.21 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.06 78.01 Bot chord: WT 8.00 x 25.00 62.88 69.87 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 32 Girder 1 Shapes Brace 32 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.18 71.32 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.17 78.11 Bot chord: WT 8.00 x 25.00 62.97 69.97 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 32 - HS Girder 1 Forces - HS Forces on Brace 32 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 22.82 2.26 8.13 -2.02 0.00 Concurrent Mom -44.39 10.01 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -96.51 -9.59 12.00 -44.59 0.00 Concurrent shear -1.96 8.13 k Moment from fatigue trk 0.25 -0.30 Concurrent Shr -0.07 0.07 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 59.68 5.91 23.34 -6.03 0.00 Concurrent shear -6.87 1.99 k Moment from fatigue trk 15.20 -4.51 Concurrent Shr -3.79 1.32 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.23 -0.22 1.67 -0.70 2.05 -0.77 0.00 0.00 UR-LL diag -28.81 -2.86 2.54 -10.17 10.29 -8.58 0.00 0.00 LR-UL diag 28.64 2.84 10.29 -2.55 8.73 -10.17 0.00 0.00 Bot chord 2.39 0.23 0.75 -1.78 0.82 -2.20 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 32 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 1.27 208.33 0.006 4.86 205.29 0.024 UR-LL diag 0.00 143.75 0.000 63.25 102.79 0.615 LR-UL diag 63.28 143.75 0.440 0.00 102.79 0.000 Bot chord 5.20 261.49 0.020 1.36 258.98 0.005 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.98 208.33 0.005 3.74 205.29 0.018 UR-LL diag 0.00 143.75 0.000 48.65 102.79 0.473 LR-UL diag 48.68 143.75 0.339 0.00 102.79 0.000 Bot chord 4.00 261.49 0.015 1.05 258.98 0.004 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.09 16.00 0.006 0.57 -0.39 UR-LL diag 1.43 16.00 0.089 4.79 -4.75 LR-UL diag 1.65 16.00 0.103 4.79 -4.75 Bot chord 0.11 16.00 0.007 0.41 -0.61 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 32 Girder 1 Shapes Brace 32 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.18 71.32 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.17 78.11 Bot chord: WT 8.00 x 25.00 62.97 69.97 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 33 Girder 1 Shapes Brace 33 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.37 71.52 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.38 78.30 Bot chord: WT 8.00 x 25.00 63.15 70.17 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 33 - HS Girder 1 Forces - HS Forces on Brace 33 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 8.02 0.75 7.21 -5.56 0.00 Concurrent Mom -20.51 10.36 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -35.39 -3.59 14.38 -24.40 0.00 Concurrent shear -4.67 6.90 k Moment from fatigue trk 0.41 -0.20 Concurrent Shr 0.01 0.00 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 19.51 1.53 54.75 -45.90 0.00 Concurrent shear -6.54 5.20 k Moment from fatigue trk 43.50 -35.05 Concurrent Shr -4.90 3.23 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.46 0.03 3.73 -3.13 5.24 -5.87 0.00 0.00 UR-LL diag -10.14 -0.94 7.15 -9.22 8.98 -8.47 0.00 0.00 LR-UL diag 10.10 0.94 8.98 -6.87 8.03 -9.22 0.00 0.00 Bot chord 0.49 -0.03 3.35 -3.98 6.27 -5.60 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 33 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 10.81 208.33 0.052 13.29 205.03 0.065 UR-LL diag 5.09 143.75 0.035 34.41 102.51 0.336 LR-UL diag 33.86 143.75 0.236 5.65 102.51 0.055 Bot chord 14.22 261.49 0.054 11.56 258.67 0.045 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 8.32 208.33 0.040 10.23 205.03 0.050 UR-LL diag 3.92 143.75 0.027 26.47 102.51 0.258 LR-UL diag 26.04 143.75 0.181 4.34 102.51 0.042 Bot chord 10.94 261.49 0.042 8.89 258.67 0.034 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.13 16.00 0.071 4.83 -4.99 UR-LL diag 1.86 16.00 0.116 6.00 -6.37 LR-UL diag 2.13 16.00 0.133 6.00 -6.37 Bot chord 0.97 16.00 0.061 5.34 -5.16 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 33 Girder 1 Shapes Brace 33 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.37 71.52 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.38 78.30 Bot chord: WT 8.00 x 25.00 63.15 70.17 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 34 Girder 1 Shapes Brace 34 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 34 - HS Girder 1 Forces - HS Forces on Brace 34 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.93 -0.30 9.26 -8.41 0.00 Concurrent Mom -4.41 9.13 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.66 0.50 16.34 -10.65 0.00 Concurrent shear -4.88 8.01 k Moment from fatigue trk 1.11 -0.53 Concurrent Shr -0.09 0.05 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -7.53 -1.56 84.11 -71.55 0.00 Concurrent shear -9.12 8.29 k Moment from fatigue trk 68.90 -58.10 Concurrent Shr -6.92 6.05 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord 0.80 0.22 7.26 -9.34 7.92 -10.01 0.00 0.00 UR-LL diag 2.47 0.39 10.92 -12.07 11.36 -11.93 0.00 0.00 LR-UL diag -2.41 -0.37 11.36 -10.38 11.17 -12.07 0.00 0.00 Bot chord -0.86 -0.23 9.99 -7.76 10.70 -8.47 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 34 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 18.53 208.33 0.089 20.40 204.70 0.100 UR-LL diag 28.38 143.75 0.197 22.48 102.17 0.220 LR-UL diag 21.05 143.75 0.146 29.82 102.17 0.292 Bot chord 21.81 261.49 0.083 19.81 258.27 0.077 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 14.25 208.33 0.068 15.69 204.70 0.077 UR-LL diag 21.83 143.75 0.152 17.29 102.17 0.169 LR-UL diag 16.19 143.75 0.113 22.93 102.17 0.224 Bot chord 16.78 261.49 0.064 15.24 258.27 0.059 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.81 16.00 0.113 7.20 -8.82 UR-LL diag 3.01 16.00 0.188 8.43 -9.09 LR-UL diag 3.01 16.00 0.188 8.43 -9.09 Bot chord 1.60 16.00 0.100 9.43 -7.70 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 34 Girder 1 Shapes Brace 34 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 35 Girder 1 Shapes Brace 35 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 35 - HS Girder 1 Forces - HS Forces on Brace 35 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.46 -0.03 10.15 -7.80 0.00 Concurrent Mom -4.16 3.32 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.47 -0.09 6.06 -7.16 0.00 Concurrent shear -4.42 8.24 k Moment from fatigue trk 0.75 -0.24 Concurrent Shr -0.07 0.02 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 9.55 -0.26 92.84 -70.57 0.00 Concurrent shear -10.12 7.60 k Moment from fatigue trk 75.77 -58.47 Concurrent Shr -7.51 5.70 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.53 0.05 7.96 -10.41 8.46 -10.99 0.00 0.00 UR-LL diag -1.91 0.03 10.17 -13.24 12.46 -13.23 0.00 0.00 LR-UL diag 1.79 -0.03 12.46 -9.57 12.40 -13.24 0.00 0.00 Bot chord 1.64 -0.05 11.13 -8.52 11.75 -9.05 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 35 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 16.44 208.33 0.079 25.78 204.70 0.126 UR-LL diag 24.60 143.75 0.171 31.19 102.17 0.305 LR-UL diag 29.34 143.75 0.204 26.46 102.17 0.259 Bot chord 27.57 261.49 0.105 17.59 258.27 0.068 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 12.65 208.33 0.061 19.83 204.70 0.097 UR-LL diag 18.93 143.75 0.132 23.99 102.17 0.235 LR-UL diag 22.57 143.75 0.157 20.35 102.17 0.199 Bot chord 21.21 261.49 0.081 13.53 258.27 0.052 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.97 16.00 0.123 7.68 -9.81 UR-LL diag 3.27 16.00 0.204 9.14 -9.88 LR-UL diag 3.27 16.00 0.204 9.14 -9.88 Bot chord 1.76 16.00 0.110 10.49 -8.21 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 35 Girder 1 Shapes Brace 35 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 36 Girder 1 Shapes Brace 36 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 36 - HS Girder 1 Forces - HS Forces on Brace 36 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.16 -0.06 10.99 -8.96 0.00 Concurrent Mom -4.18 4.05 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.28 0.00 6.52 -7.44 0.00 Concurrent shear -6.11 10.47 k Moment from fatigue trk 1.26 -0.61 Concurrent Shr -0.13 0.07 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 15.06 -0.39 97.61 -79.34 0.00 Concurrent shear -10.94 8.71 k Moment from fatigue trk 79.88 -66.80 Concurrent Shr -7.89 6.64 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.49 0.06 9.10 -11.34 9.32 -11.34 0.00 0.00 UR-LL diag -2.83 0.08 11.69 -14.33 13.48 -14.28 0.00 0.00 LR-UL diag 2.64 -0.07 13.48 -11.00 13.43 -14.33 0.00 0.00 Bot chord 2.67 -0.07 12.12 -9.73 12.12 -9.97 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 36 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.08 208.33 0.082 27.77 204.70 0.136 UR-LL diag 25.68 143.75 0.179 34.69 102.17 0.340 LR-UL diag 32.59 143.75 0.227 27.78 102.17 0.272 Bot chord 29.70 261.49 0.114 18.27 258.27 0.071 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.14 208.33 0.063 21.36 204.70 0.104 UR-LL diag 19.75 143.75 0.137 26.69 102.17 0.261 LR-UL diag 25.07 143.75 0.174 21.37 102.17 0.209 Bot chord 22.85 261.49 0.087 14.05 258.27 0.054 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.15 16.00 0.135 8.62 -10.37 UR-LL diag 3.44 16.00 0.215 9.60 -10.38 LR-UL diag 3.44 16.00 0.215 9.60 -10.38 Bot chord 1.90 16.00 0.119 11.09 -9.22 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 36 Girder 1 Shapes Brace 36 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 37 Girder 1 Shapes Brace 37 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 37 - HS Girder 1 Forces - HS Forces on Brace 37 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 4.79 0.16 11.09 -7.97 0.00 Concurrent Mom -4.52 3.84 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.11 -0.04 6.19 -7.48 0.00 Concurrent shear -5.13 9.71 k Moment from fatigue trk 0.91 -0.50 Concurrent Shr -0.09 0.06 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 32.70 1.03 99.30 -72.06 0.00 Concurrent shear -10.91 7.87 k Moment from fatigue trk 80.98 -59.63 Concurrent Shr -8.00 5.90 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -5.36 -0.17 8.03 -11.37 8.51 -11.66 0.00 0.00 UR-LL diag -6.27 -0.20 10.39 -14.46 13.60 -14.25 0.00 0.00 LR-UL diag 5.87 0.19 13.60 -9.78 13.37 -14.46 0.00 0.00 Bot chord 5.73 0.18 12.16 -8.58 12.47 -9.10 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 37 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 11.30 208.33 0.054 32.49 204.70 0.159 UR-LL diag 21.11 143.75 0.147 39.82 102.17 0.390 LR-UL diag 37.41 143.75 0.260 23.52 102.17 0.230 Bot chord 34.75 261.49 0.133 12.08 258.27 0.047 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 8.69 208.33 0.042 25.00 204.70 0.122 UR-LL diag 16.24 143.75 0.113 30.63 102.17 0.300 LR-UL diag 28.78 143.75 0.200 18.10 102.17 0.177 Bot chord 26.73 261.49 0.102 9.29 258.27 0.036 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.74 16.00 0.109 7.73 -10.51 UR-LL diag 3.04 16.00 0.190 9.73 -10.53 LR-UL diag 3.48 16.00 0.218 9.73 -10.53 Bot chord 2.10 16.00 0.131 11.24 -8.27 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 37 Girder 1 Shapes Brace 37 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 38 Girder 1 Shapes Brace 38 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 38 - HS Girder 1 Forces - HS Forces on Brace 38 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 3.62 0.14 10.34 -6.75 0.00 Concurrent Mom -2.83 4.15 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.37 -0.03 5.86 -7.09 0.00 Concurrent shear -4.34 8.34 k Moment from fatigue trk 0.58 -0.35 Concurrent Shr -0.06 0.04 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 24.41 0.94 93.46 -61.33 0.00 Concurrent shear -10.33 6.63 k Moment from fatigue trk 75.39 -49.04 Concurrent Shr -7.54 4.91 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -3.98 -0.15 6.59 -10.94 7.32 -10.94 0.00 0.00 UR-LL diag -4.73 -0.18 8.79 -13.50 12.67 -13.48 0.00 0.00 LR-UL diag 4.43 0.17 12.67 -8.29 12.66 -13.50 0.00 0.00 Bot chord 4.26 0.16 11.70 -7.04 11.70 -7.83 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 38 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 10.53 208.33 0.051 29.12 204.70 0.142 UR-LL diag 21.12 143.75 0.147 35.70 102.17 0.349 LR-UL diag 33.50 143.75 0.233 23.32 102.17 0.228 Bot chord 31.14 261.49 0.119 11.26 258.27 0.044 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 8.10 208.33 0.039 22.40 204.70 0.109 UR-LL diag 16.25 143.75 0.113 27.46 102.17 0.269 LR-UL diag 25.77 143.75 0.179 17.94 102.17 0.176 Bot chord 23.95 261.49 0.092 8.66 258.27 0.034 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.53 16.00 0.095 6.30 -9.69 UR-LL diag 3.28 16.00 0.205 9.17 -9.91 LR-UL diag 3.28 16.00 0.205 9.17 -9.91 Bot chord 1.84 16.00 0.115 10.36 -6.74 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 38 Girder 1 Shapes Brace 38 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 39 Girder 1 Shapes Brace 39 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 1 To Adjacent Girder - Brace 39 - HS Girder 1 Forces - HS Forces on Brace 39 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.82 0.07 6.51 -4.77 0.00 Concurrent Mom -1.62 2.51 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.54 0.08 4.26 -4.13 0.00 Concurrent shear -1.35 5.29 k Moment from fatigue trk 0.18 -0.02 Concurrent Shr -0.02 0.00 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 13.00 0.58 59.23 -43.60 0.00 Concurrent shear -6.41 4.77 k Moment from fatigue trk 46.39 -33.01 Concurrent Shr -4.59 3.24 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.18 -0.10 4.76 -6.92 5.14 -7.07 0.00 0.00 UR-LL diag -2.39 -0.10 6.22 -8.50 7.97 -8.38 0.00 0.00 LR-UL diag 2.22 0.09 7.97 -5.86 7.84 -8.50 0.00 0.00 Bot chord 2.33 0.11 7.40 -5.09 7.56 -5.50 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 39 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 8.20 208.33 0.039 18.30 204.70 0.089 UR-LL diag 14.08 143.75 0.098 21.67 102.17 0.212 LR-UL diag 20.32 143.75 0.141 15.44 102.17 0.151 Bot chord 19.57 261.49 0.075 8.77 258.27 0.034 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 6.31 208.33 0.030 14.08 204.70 0.069 UR-LL diag 10.83 143.75 0.075 16.67 102.17 0.163 LR-UL diag 15.63 143.75 0.109 11.88 102.17 0.116 Bot chord 15.05 261.49 0.058 6.74 258.27 0.026 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.16 16.00 0.072 4.31 -6.02 UR-LL diag 2.00 16.00 0.125 5.58 -6.03 LR-UL diag 2.00 16.00 0.125 5.58 -6.03 Bot chord 1.04 16.00 0.065 6.44 -4.61 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 1 To Adjacent Girder - Brace 39 Girder 1 Shapes Brace 39 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 1 To Adjacent Girder - Brace 40 Girder 1 Shapes Brace 40 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 87.12 76.42 Diagonals: L 4.00 x 4.00 x 0.375 88.37 98.19 Bot chord: L 4.00 x 4.00 x 0.375 137.55 152.84 **** Violation Bottom chord slenderness violation at girder 1 brace 40 Service Forces - Girder 1 To Adjacent Girder - Brace 40 - HS Girder 1 Forces - HS Forces on Brace 40 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.01 -0.01 1.92 -2.67 0.00 Concurrent Mom -6.90 15.34 k-ft Moment at Girder 1 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.26 0.08 15.60 -10.45 0.00 Concurrent shear -2.63 1.80 k Moment from fatigue trk 0.12 -0.04 Concurrent Shr -0.03 0.01 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.13 -0.02 6.50 -9.19 0.00 Concurrent shear -1.79 2.63 k Moment from fatigue trk 5.56 -7.58 Concurrent Shr -1.40 2.01 Girder 1 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 1 at adj gd (+) (-) (+) (-) (+) (-) Top chd L -0.03 0.00 2.80 -3.04 2.30 -3.83 0.00 0.00 Top chd R -0.06 -0.02 2.61 -3.90 2.80 -4.23 0.00 0.00 UC-LL diag -0.02 -0.02 3.06 -4.26 4.26 -4.19 0.00 0.00 LR-UC diag 0.02 0.02 4.26 -3.06 4.19 -4.26 0.00 0.00 Bot chord 0.05 0.01 0.66 -0.39 0.97 -0.59 0.00 0.00 Stresses - Girder 1 To Adjacent Girder - Brace 40 - HS Girder 1 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 6.04 109.02 0.055 8.36 81.26 0.103 LR-UC diag 9.20 109.02 0.084 9.29 80.09 0.116 UC-LL diag 9.29 109.02 0.085 9.20 80.09 0.115 Bot chord 2.17 109.02 0.020 1.21 36.77 0.033 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 4.64 109.02 0.043 6.43 81.26 0.079 LR-UC diag 7.08 109.02 0.065 7.15 80.09 0.089 UC-LL diag 7.15 109.02 0.066 7.08 80.09 0.088 Bot chord 1.67 109.02 0.015 0.93 36.77 0.025 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.48 16.00 0.092 2.09 -3.08 UC-LL diag 1.45 16.00 0.091 3.19 -3.19 LR-UC diag 1.45 16.00 0.091 3.19 -3.19 Bot chord 0.22 16.00 0.014 0.59 -0.35 Tension Area Compression Area Top chord 2.18 2.86 Diag 2.18 2.86 Bot chord 2.18 2.86 Shapes - Girder 1 To Adjacent Girder - Brace 40 Girder 1 Shapes Brace 40 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 87.12 76.42 Diagonals: L 4.00 x 4.00 x 0.375 88.37 98.19 Bot chord: L 4.00 x 4.00 x 0.375 137.55 152.84 **** Violation Bottom chord slenderness violation at girder 1 brace 40 Summary of Performance Ratios - Girder 1 - HS (Performance ratios do not include the effect of connection eccentricity.) Bracing forces from loading in lane locations used for forces in associated girder. Combined Stresses Fatigue Stresses Brace Top Diag Bott Top Diag Bott Chord Chord Chord Chord 1 0.094 0.137 0.026 0.099 0.130 0.017 2 0.097 0.219 0.075 0.099 0.174 0.086 3 0.115 0.265 0.091 0.126 0.217 0.110 4 0.104 0.242 0.094 0.119 0.188 0.104 5 0.071 0.202 0.063 0.069 0.157 0.062 6 0.259 1.952 0.224 0.016 0.488 0.010 7 0.081 0.246 0.069 0.054 0.157 0.065 8 0.121 0.279 0.103 0.116 0.201 0.103 9 0.124 0.348 0.105 0.134 0.230 0.119 10 0.113 0.319 0.096 0.126 0.227 0.112 11 0.091 0.278 0.077 0.098 0.179 0.086 12 0.054 0.342 0.046 0.045 0.114 0.055 13 0.019 0.368 0.016 0.002 0.082 0.002 14 0.078 0.295 0.065 0.071 0.153 0.061 15 0.125 0.276 0.105 0.112 0.202 0.100 16 0.152 0.344 0.128 0.132 0.206 0.119 17 0.157 0.383 0.132 0.132 0.233 0.120 18 0.153 0.370 0.129 0.128 0.226 0.117 19 0.142 0.325 0.119 0.122 0.217 0.112 20 0.115 0.244 0.097 0.106 0.172 0.095 21 0.067 0.310 0.056 0.062 0.132 0.054 22 0.022 0.483 0.019 0.003 0.088 0.003 23 0.051 0.285 0.043 0.060 0.116 0.051 24 0.084 0.227 0.073 0.095 0.167 0.082 25 0.101 0.298 0.085 0.109 0.187 0.096 26 0.119 0.348 0.100 0.120 0.226 0.106 27 0.146 0.313 0.122 0.118 0.192 0.108 28 0.138 0.290 0.116 0.115 0.186 0.105 29 0.114 0.249 0.096 0.106 0.175 0.096 30 0.090 0.268 0.076 0.090 0.152 0.081 31 0.049 0.356 0.041 0.054 0.123 0.047 32 0.024 0.615 0.020 0.006 0.103 0.007 33 0.065 0.336 0.054 0.071 0.133 0.061 34 0.100 0.292 0.083 0.113 0.188 0.100 35 0.126 0.305 0.105 0.123 0.204 0.110 36 0.136 0.340 0.114 0.135 0.215 0.119 37 0.159 0.390 0.133 0.109 0.218 0.131 38 0.142 0.349 0.119 0.095 0.205 0.115 39 0.089 0.212 0.075 0.072 0.125 0.065 40 0.103 0.116 0.033 0.092 0.091 0.014 Summary of Rating Factors - Girder 1 - HS Girder 1 Summary of Rating Factors Brace Governing Capacity Dead LL+I Inventory Operating Member Effect Effect 1 diag 96.91 0.08 6.08 7.34 12.23 2 diag 136.77 1.90 12.66 4.89 8.15 3 diag 130.76 2.21 14.64 4.03 6.71 4 diag 124.29 0.33 13.68 4.17 6.95 5 diag 117.15 0.25 10.76 5.01 8.34 6 diag 109.38 106.12 34.81 -0.38 -0.63 7 diag 109.40 3.67 10.19 4.73 7.89 8 diag 109.42 0.56 13.71 3.65 6.09 9 diag 109.39 3.88 15.20 3.16 5.27 10 diag 109.43 2.66 14.46 3.38 5.63 11 diag 109.41 3.65 11.81 4.08 6.81 12 diag 109.46 14.96 8.30 5.00 8.33 13 diag 103.13 17.41 7.05 5.26 8.77 14 diag 103.10 7.08 9.78 4.42 7.37 15 diag 103.14 0.49 12.79 3.69 6.15 16 diag 103.12 5.66 12.95 3.41 5.68 17 diag 103.12 8.06 13.37 3.19 5.32 18 diag 103.14 7.57 13.03 3.30 5.50 19 diag 103.11 5.39 12.20 3.63 6.05 20 diag 103.10 0.12 11.52 4.12 6.86 21 diag 103.11 9.71 8.91 4.68 7.80 22 diag 103.10 23.65 8.77 3.80 6.34 23 diag 103.05 8.82 8.22 5.13 8.55 24 diag 103.06 0.44 10.51 4.49 7.49 25 diag 103.06 4.94 11.17 3.99 6.64 26 diag 103.02 6.08 12.87 3.41 5.68 27 diag 103.05 4.14 12.39 3.63 6.06 28 diag 103.03 3.55 11.63 3.90 6.50 29 diag 103.01 -1.47 11.31 4.27 7.12 30 diag 103.02 3.85 10.44 4.33 7.21 31 diag 102.92 13.84 8.61 4.55 7.58 32 diag 102.79 31.67 10.17 2.79 4.65 33 diag 102.51 11.08 9.22 4.41 7.34 34 diag 102.17 2.78 12.07 3.76 6.27 35 diag 102.17 1.88 13.24 3.47 5.78 36 diag 102.17 2.75 14.33 3.17 5.28 37 diag 102.17 6.48 14.46 2.99 4.98 38 diag 102.17 4.92 13.50 3.27 5.45 39 diag 102.17 2.48 8.50 5.37 8.94 40 diag 80.09 0.04 4.26 8.66 14.43 Effects shown are service. Ratings are strength based. Summary of Analyses - Girder 1 Girder 1 Summary of Analyses - HS Brace Type Shr Mom Service Load 1 2 3 4 5 (k ) (k-ft) (k ) 1 B 0.02 -0.08 ncomp dead rt -0.01 0.03 0.02 -0.03 0.00 1 B 0.04 -0.16 super dead rt -0.02 0.05 0.04 -0.05 -0.01 1 B -4.69 16.40 max ll+i mom rt 2.58 -5.76 -4.10 5.76 0.76 1 B 4.95 -9.56 max ll+i shr rt -4.66 6.08 2.39 -6.08 1.14 1 B 4.94 -17.16 min ll+i mom rt -2.75 6.07 4.29 -6.07 -0.77 1 B -4.70 16.39 min ll+i shr rt 2.60 -5.77 -4.10 5.77 0.75 1 B -4.94 9.93 max ll+i mom lt -2.48 6.07 4.56 -6.07 -1.04 1 B -4.95 -9.56 max ll+i shr lt 2.39 -6.08 -4.66 6.08 1.14 1 B 4.68 -9.30 min ll+i mom lt 2.32 -5.74 -4.34 5.74 1.01 1 B 4.70 16.39 min ll+i shr lt -4.10 5.77 2.60 -5.77 0.75 2 E -1.29 -0.19 ncomp dead rt 1.80 1.96 -1.82 -1.94 2 E -0.06 -0.03 super dead rt 0.09 0.09 -0.08 -0.09 2 E -4.82 9.74 max ll+i mom rt 2.09 7.14 -6.98 -2.25 2 E 8.41 -4.83 max ll+i shr rt -9.02 -12.66 11.95 9.68 2 E 7.06 -10.80 min ll+i mom rt -4.59 -10.51 10.15 4.92 2 E -7.20 6.79 min ll+i shr rt 6.54 10.79 -10.27 -7.02 2 E -8.33 45.52 max ll+i mom lt -9.07 11.84 -12.54 9.74 2 E -8.41 -4.83 max ll+i shr lt -9.02 -12.66 11.95 9.68 2 E 7.19 -40.05 min ll+i mom lt 8.17 -10.20 10.84 -8.77 2 E 7.20 6.79 min ll+i shr lt 6.54 10.79 -10.27 -7.02 3 E -1.30 -0.06 ncomp dead rt 1.99 2.22 -2.06 -2.14 3 E -0.09 0.08 super dead rt 0.10 0.15 -0.14 -0.11 3 E -6.29 11.97 max ll+i mom rt 4.22 10.53 -10.19 -4.54 3 E 8.66 -7.60 max ll+i shr rt -9.73 -14.64 13.87 10.47 3 E 7.88 -11.50 min ll+i mom rt -6.84 -13.25 12.71 7.35 3 E -8.36 9.74 min ll+i shr rt 8.34 14.10 -13.44 -8.97 3 E -8.61 54.25 max ll+i mom lt -10.94 13.74 -14.61 11.77 3 E -8.66 -7.60 max ll+i shr lt -9.73 -14.64 13.87 10.47 3 E 8.36 -50.75 min ll+i mom lt 9.78 -13.36 14.14 -10.53 3 E 8.36 9.74 min ll+i shr lt 8.34 14.10 -13.44 -8.97 4 E 0.23 0.19 ncomp dead rt -0.47 -0.44 0.40 0.51 4 E -0.06 0.20 super dead rt 0.01 0.10 -0.10 -0.01 4 E -6.26 12.21 max ll+i mom rt 5.18 11.62 -11.21 -5.58 4 E 7.29 -5.65 max ll+i shr rt -9.81 -13.68 12.89 10.57 4 E 6.33 -9.55 min ll+i mom rt -6.47 -11.80 11.28 6.98 4 E -7.16 10.49 min ll+i shr rt 7.45 13.35 -12.75 -8.03 4 E -7.25 50.92 max ll+i mom lt -10.24 12.80 -13.62 11.03 4 E -7.29 -5.65 max ll+i shr lt -9.81 -13.68 12.89 10.57 4 E 6.91 -47.84 min ll+i mom lt 9.45 -12.21 12.97 -10.19 4 E 7.16 10.49 min ll+i shr lt 7.45 13.35 -12.75 -8.03 5 E 0.38 0.45 ncomp dead rt -0.91 -0.80 0.73 0.98 5 E -0.28 1.14 super dead rt 0.01 0.56 -0.56 -0.02 5 E -5.05 14.82 max ll+i mom rt 2.88 10.22 -9.99 -3.11 5 E 3.43 -20.21 max ll+i shr rt 2.53 -6.75 6.95 -2.73 5 E 2.82 -5.40 min ll+i mom rt -2.88 -5.76 5.53 3.10 5 E -5.46 13.87 min ll+i shr rt 4.06 11.09 -10.76 -4.38 5 E -3.18 28.11 max ll+i mom lt -6.47 6.10 -6.62 6.98 5 E -3.43 -20.21 max ll+i shr lt 2.53 -6.75 6.95 -2.73 5 E 5.36 -34.25 min ll+i mom lt 5.12 -10.51 10.93 -5.52 5 E 5.46 13.87 min ll+i shr lt 4.06 11.09 -10.76 -4.38 6 E -44.27 170.66 ncomp dead rt 14.94 96.95 -95.72 -16.14 6 E -4.81 18.09 super dead rt 1.82 10.54 -10.39 -1.97 6 E -14.24 75.86 max ll+i mom rt -4.44 30.80 -31.16 4.79 6 E 5.16 -57.33 max ll+i shr rt 14.77 -10.61 11.82 -15.95 6 E 5.16 -26.47 min ll+i mom rt 1.17 -11.17 11.27 -1.26 6 E -15.89 56.54 min ll+i shr rt 7.45 34.89 -34.28 -8.04 6 E -4.90 17.80 max ll+i mom lt 2.13 10.74 -10.57 -2.30 6 E -5.16 -57.33 max ll+i shr lt 14.77 -10.61 11.82 -15.95 6 E 15.87 -57.57 min ll+i mom lt -6.94 -34.81 34.24 7.50 6 E 15.89 56.54 min ll+i shr lt 7.45 34.89 -34.28 -8.04 7 E 1.79 -2.27 ncomp dead rt -2.64 -3.99 3.78 2.85 7 E -0.15 0.78 super dead rt -0.04 0.33 -0.33 0.04 7 E -2.80 18.86 max ll+i mom rt -2.61 5.99 -6.20 2.81 7 E 3.08 -15.98 max ll+i shr rt 0.77 -6.68 6.74 -0.83 7 E 2.10 -5.88 min ll+i mom rt -1.68 -4.64 4.50 1.82 7 E -4.75 14.42 min ll+i shr rt 3.31 10.46 -10.19 -3.57 7 E -3.02 27.73 max ll+i mom lt -6.08 6.31 -6.81 6.57 7 E -3.08 -15.98 max ll+i shr lt 0.77 -6.68 6.74 -0.83 7 E 4.74 -31.28 min ll+i mom lt 4.14 -10.14 10.48 -4.47 7 E 4.75 14.42 min ll+i shr lt 3.31 10.46 -10.19 -3.57 8 E -0.04 6.30 ncomp dead rt -2.70 -0.03 -0.19 2.91 8 E -0.17 0.83 super dead rt -0.02 0.36 -0.37 0.02 8 E -4.52 20.70 max ll+i mom rt 0.07 9.83 -9.83 -0.08 8 E 5.91 -25.75 max ll+i shr rt -0.68 -12.88 12.82 0.73 8 E 4.85 -10.66 min ll+i mom rt -5.17 -10.76 10.33 5.59 8 E -6.41 16.37 min ll+i shr rt 5.84 14.19 -13.71 -6.31 8 E -5.89 49.59 max ll+i mom lt -9.86 12.42 -13.22 10.65 8 E -5.91 -25.75 max ll+i shr lt -0.68 -12.88 12.82 0.73 8 E 6.37 -47.43 min ll+i mom lt 7.94 -13.53 14.18 -8.57 8 E 6.41 16.37 min ll+i shr lt 5.84 14.19 -13.71 -6.31 9 E -1.50 8.42 ncomp dead rt -0.66 3.23 -3.29 0.71 9 E -0.27 1.09 super dead rt 0.08 0.60 -0.59 -0.08 9 E -6.18 22.04 max ll+i mom rt 2.87 13.56 -13.33 -3.10 9 E 6.69 -37.35 max ll+i shr rt 2.83 -14.45 14.68 -3.06 9 E 4.99 -11.84 min ll+i mom rt -4.95 -11.06 10.66 5.34 9 E -7.09 20.10 min ll+i shr rt 5.59 15.66 -15.20 -6.03 9 E -6.66 56.58 max ll+i mom lt -11.38 14.02 -14.95 12.29 9 E -6.69 -37.35 max ll+i shr lt 2.83 -14.45 14.68 -3.06 9 E 6.99 -53.01 min ll+i mom lt 9.13 -14.83 15.58 -9.86 9 E 7.09 20.10 min ll+i shr lt 5.59 15.66 -15.20 -6.03 10 E -1.02 4.81 ncomp dead rt -0.05 2.21 -2.21 0.05 10 E -0.21 0.75 super dead rt 0.10 0.46 -0.45 -0.10 10 E -5.85 21.70 max ll+i mom rt 2.34 12.82 -12.63 -2.53 10 E 6.59 -35.16 max ll+i shr rt 2.09 -14.25 14.42 -2.25 10 E 4.99 -13.23 min ll+i mom rt -4.32 -11.02 10.67 4.66 10 E -6.75 19.06 min ll+i shr rt 5.34 14.90 -14.46 -5.77 10 E -6.52 54.40 max ll+i mom lt -10.71 13.73 -14.61 11.57 10 E -6.59 -35.16 max ll+i shr lt 2.09 -14.25 14.42 -2.25 10 E 6.60 -50.70 min ll+i mom lt 8.92 -13.98 14.72 -9.63 10 E 6.75 19.06 min ll+i shr lt 5.34 14.90 -14.46 -5.77 11 E 1.58 -5.70 ncomp dead rt -0.70 -3.46 3.41 0.76 11 E 0.08 -0.38 super dead rt -0.01 -0.19 0.18 0.01 11 E -3.80 16.13 max ll+i mom rt 0.63 8.30 -8.25 -0.68 11 E 5.30 -9.02 max ll+i shr rt -6.82 -11.81 11.25 7.36 11 E 4.53 -12.95 min ll+i mom rt -3.52 -10.00 9.71 3.80 11 E -5.05 13.93 min ll+i shr rt 4.13 11.15 -10.81 -4.46 11 E -5.05 41.94 max ll+i mom lt -8.20 10.66 -11.33 8.85 11 E -5.30 -9.02 max ll+i shr lt -6.82 -11.81 11.25 7.36 11 E 5.00 -39.21 min ll+i mom lt 7.10 -10.59 11.17 -7.67 11 E 5.05 13.93 min ll+i shr lt 4.13 11.15 -10.81 -4.46 12 E 6.25 -23.11 ncomp dead rt -2.54 -13.70 13.49 2.74 12 E 0.58 -2.16 super dead rt -0.23 -1.27 1.25 0.24 12 E -2.14 8.20 max ll+i mom rt 0.75 4.69 -4.63 -0.81 12 E 3.80 -15.20 max ll+i shr rt -1.02 -8.30 8.21 1.11 12 E 3.80 -15.27 min ll+i mom rt -0.99 -8.29 8.21 1.07 12 E -2.48 6.53 min ll+i shr rt 2.17 5.48 -5.30 -2.34 12 E -3.65 24.69 max ll+i mom lt -3.46 7.79 -8.08 3.73 12 E -3.80 -15.20 max ll+i shr lt -1.02 -8.30 8.21 1.11 12 E 2.20 -19.16 min ll+i mom lt 3.96 -4.62 4.95 -4.28 12 E 2.48 6.53 min ll+i shr lt 2.17 5.48 -5.30 -2.34 13 E 12.53 -50.90 ncomp dead rt -1.68 -15.79 15.66 1.80 13 E 1.28 -5.28 super dead rt -0.16 -1.62 1.61 0.17 13 E -1.66 10.61 max ll+i mom rt -0.71 2.05 -2.10 0.76 13 E 5.65 -30.44 max ll+i shr rt 1.05 -7.05 7.13 -1.12 13 E 5.65 -30.71 min ll+i mom rt 1.12 -7.04 7.13 -1.19 13 E -1.89 9.02 min ll+i shr rt -0.07 2.37 -2.38 0.07 13 E -4.78 17.44 max ll+i mom lt 1.11 6.04 -5.95 -1.19 13 E -5.65 -30.44 max ll+i shr lt 1.05 -7.05 7.13 -1.12 13 E 1.85 -6.00 min ll+i mom lt -0.62 -2.35 2.30 0.66 13 E 1.89 9.02 min ll+i shr lt -0.07 2.37 -2.38 0.07 14 E 5.09 -17.05 ncomp dead rt -1.56 -6.45 6.33 1.66 14 E 0.50 -1.82 super dead rt -0.12 -0.63 0.62 0.13 14 E -2.84 12.61 max ll+i mom rt 0.13 3.57 -3.57 -0.14 14 E 7.60 -8.76 max ll+i shr rt -6.35 -9.78 9.30 6.79 14 E 3.14 -18.19 min ll+i mom rt 0.88 -3.91 3.98 -0.94 14 E -6.19 9.24 min ll+i shr rt 4.67 7.95 -7.60 -4.99 14 E -7.50 59.04 max ll+i mom lt -5.87 9.20 -9.64 6.28 14 E -7.60 -8.76 max ll+i shr lt -6.35 -9.78 9.30 6.79 14 E 6.12 -50.69 min ll+i mom lt 5.40 -7.47 7.88 -5.78 14 E 6.19 9.24 min ll+i shr lt 4.67 7.95 -7.60 -4.99 15 E -0.23 10.33 ncomp dead rt -2.24 0.20 -0.37 2.39 15 E -0.09 0.98 super dead rt -0.13 0.11 -0.12 0.14 15 E -5.62 24.98 max ll+i mom rt 0.24 7.06 -7.05 -0.25 15 E 9.90 -5.52 max ll+i shr rt -9.69 -12.79 12.06 10.36 15 E 2.33 -17.72 min ll+i mom rt 1.68 -2.86 2.99 -1.79 15 E -9.23 16.46 min ll+i shr rt 6.30 11.82 -11.35 -6.74 15 E -9.84 88.85 max ll+i mom lt -10.45 11.96 -12.74 11.18 15 E -9.90 -5.52 max ll+i shr lt -9.69 -12.79 12.06 10.36 15 E 9.20 -75.00 min ll+i mom lt 7.84 -11.25 11.84 -8.38 15 E 9.23 16.46 min ll+i shr lt 6.30 11.82 -11.35 -6.74 16 E -3.90 31.06 ncomp dead rt -3.14 4.78 -5.02 3.36 16 E -0.51 3.06 super dead rt -0.17 0.63 -0.64 0.18 16 E -4.47 36.10 max ll+i mom rt -3.72 5.47 -5.75 3.98 16 E 10.20 -60.90 max ll+i shr rt 3.31 -12.68 12.93 -3.54 16 E 9.35 -19.02 min ll+i mom rt -5.83 -11.96 11.52 6.23 16 E -10.48 25.58 min ll+i shr rt 5.51 13.37 -12.95 -5.89 16 E -10.13 98.36 max ll+i mom lt -12.42 12.25 -13.18 13.28 16 E -10.20 -60.90 max ll+i shr lt 3.31 -12.68 12.93 -3.54 16 E 10.36 -83.14 min ll+i mom lt 8.50 -12.68 13.32 -9.09 16 E 10.48 25.58 min ll+i shr lt 5.51 13.37 -12.95 -5.89 17 E -5.60 40.79 ncomp dead rt -3.59 6.89 -7.17 3.84 17 E -0.70 4.04 super dead rt -0.19 0.88 -0.89 0.20 17 E -8.04 40.02 max ll+i mom rt -0.70 10.06 -10.11 0.75 17 E 9.81 -66.52 max ll+i shr rt 5.11 -12.12 12.50 -5.47 17 E 9.26 -19.94 min ll+i mom rt -5.50 -11.83 11.42 5.88 17 E -10.79 30.76 min ll+i shr rt 4.59 13.71 -13.37 -4.91 17 E -9.42 95.80 max ll+i mom lt -12.60 11.34 -12.29 13.47 17 E -9.81 -66.52 max ll+i shr lt 5.11 -12.12 12.50 -5.47 17 E 10.79 -85.13 min ll+i mom lt 8.50 -13.22 13.86 -9.09 17 E 10.79 30.76 min ll+i shr lt 4.59 13.71 -13.37 -4.91 18 E -5.25 39.06 ncomp dead rt -3.57 6.45 -6.72 3.81 18 E -0.67 3.87 super dead rt -0.19 0.83 -0.85 0.20 18 E -7.80 39.35 max ll+i mom rt -0.80 9.75 -9.81 0.86 18 E 9.65 -64.58 max ll+i shr rt 4.82 -11.93 12.29 -5.15 18 E 9.07 -19.82 min ll+i mom rt -5.32 -11.58 11.18 5.69 18 E -10.51 30.24 min ll+i shr rt 4.41 13.36 -13.03 -4.71 18 E -9.54 94.98 max ll+i mom lt -12.27 11.51 -12.43 13.12 18 E -9.65 -64.58 max ll+i shr lt 4.82 -11.93 12.29 -5.15 18 E 10.51 -83.19 min ll+i mom lt 8.35 -12.87 13.50 -8.93 18 E 10.51 30.24 min ll+i shr lt 4.41 13.36 -13.03 -4.71 19 E -3.72 28.03 ncomp dead rt -2.61 4.57 -4.77 2.79 19 E -0.49 2.77 super dead rt -0.12 0.61 -0.62 0.13 19 E -6.64 35.92 max ll+i mom rt -1.27 8.28 -8.38 1.35 19 E 9.73 -57.08 max ll+i shr rt 2.93 -12.10 12.32 -3.13 19 E 8.87 -19.88 min ll+i mom rt -5.09 -11.33 10.95 5.44 19 E -9.87 25.93 min ll+i shr rt 4.73 12.56 -12.20 -5.06 19 E -9.61 93.27 max ll+i mom lt -11.77 11.63 -12.51 12.58 19 E -9.73 -57.08 max ll+i shr lt 2.93 -12.10 12.32 -3.13 19 E 9.85 -77.65 min ll+i mom lt 7.74 -12.07 12.66 -8.28 19 E 9.87 25.93 min ll+i shr lt 4.73 12.56 -12.20 -5.06 20 E 0.10 6.85 ncomp dead rt -1.76 -0.19 0.06 1.88 20 E -0.06 0.64 super dead rt -0.08 0.08 -0.08 0.09 20 E -5.13 27.28 max ll+i mom rt -0.86 6.41 -6.48 0.92 20 E 8.94 -8.92 max ll+i shr rt -7.80 -11.52 10.93 8.34 20 E 8.18 -19.12 min ll+i mom rt -4.50 -10.44 10.10 4.82 20 E -8.45 19.92 min ll+i shr rt 4.61 10.78 -10.43 -4.93 20 E -8.70 80.73 max ll+i mom lt -9.77 10.55 -11.28 10.45 20 E -8.94 -8.92 max ll+i shr lt -7.80 -11.52 10.93 8.34 20 E 8.39 -67.73 min ll+i mom lt 6.97 -10.27 10.80 -7.46 20 E 8.45 19.92 min ll+i shr lt 4.61 10.78 -10.43 -4.93 21 E 7.00 -25.74 ncomp dead rt -1.59 -8.85 8.73 1.70 21 E 0.69 -2.69 super dead rt -0.12 -0.86 0.86 0.12 21 E -4.44 14.88 max ll+i mom rt 1.36 5.62 -5.52 -1.45 21 E 7.02 -21.86 max ll+i shr rt -2.55 -8.91 8.72 2.73 21 E 6.33 -23.16 min ll+i mom rt -1.46 -8.00 7.89 1.56 21 E -5.18 11.19 min ll+i shr rt 3.07 6.62 -6.39 -3.28 21 E -6.32 51.11 max ll+i mom lt -5.28 7.73 -8.13 5.64 21 E -7.02 -21.86 max ll+i shr lt -2.55 -8.91 8.72 2.73 21 E 5.02 -41.99 min ll+i mom lt 4.53 -6.13 6.47 -4.84 21 E 5.18 11.19 min ll+i shr lt 3.07 6.62 -6.39 -3.28 22 E 17.05 -70.78 ncomp dead rt -1.93 -21.48 21.33 2.06 22 E 1.72 -7.18 super dead rt -0.19 -2.17 2.16 0.20 22 E -2.20 13.59 max ll+i mom rt -0.83 2.73 -2.79 0.88 22 E 7.03 -38.70 max ll+i shr rt 1.50 -8.77 8.88 -1.61 22 E 7.00 -38.99 min ll+i mom rt 1.60 -8.73 8.85 -1.71 22 E -2.47 10.91 min ll+i shr rt 0.12 3.11 -3.10 -0.13 22 E -5.74 20.13 max ll+i mom lt 1.54 7.26 -7.14 -1.64 22 E -7.03 -38.70 max ll+i shr lt 1.50 -8.77 8.88 -1.61 22 E 2.47 -7.86 min ll+i mom lt -0.86 -3.13 3.07 0.92 22 E 2.47 10.91 min ll+i shr lt 0.12 3.11 -3.10 -0.13 23 E 6.35 -28.82 ncomp dead rt -0.12 -7.97 7.97 0.13 23 E 0.67 -2.93 super dead rt -0.04 -0.85 0.84 0.05 23 E -4.00 11.70 max ll+i mom rt 1.63 5.08 -4.96 -1.74 23 E 6.48 -20.76 max ll+i shr rt -2.22 -8.22 8.06 2.37 23 E 5.97 -21.95 min ll+i mom rt -1.36 -7.55 7.45 1.46 23 E -4.93 9.77 min ll+i shr rt 3.14 6.31 -6.07 -3.35 23 E -5.87 46.72 max ll+i mom lt -4.72 7.20 -7.55 5.04 23 E -6.48 -20.76 max ll+i shr lt -2.22 -8.22 8.06 2.37 23 E 4.78 -41.52 min ll+i mom lt 4.68 -5.83 6.18 -5.00 23 E 4.93 9.77 min ll+i shr lt 3.14 6.31 -6.07 -3.35 24 E -0.39 -4.08 ncomp dead rt 1.42 0.54 -0.43 -1.51 24 E -0.01 -0.31 super dead rt 0.09 0.01 -0.01 -0.09 24 E -5.58 21.89 max ll+i mom rt 0.94 7.04 -6.97 -1.00 24 E 8.46 -52.29 max ll+i shr rt 3.17 -10.51 10.75 -3.39 24 E 7.50 -17.93 min ll+i mom rt -4.04 -9.57 9.27 4.32 24 E -8.53 16.78 min ll+i shr rt 5.46 10.92 -10.51 -5.84 24 E -8.21 73.99 max ll+i mom lt -8.68 9.99 -10.64 9.28 24 E -8.46 -52.29 max ll+i shr lt 3.17 -10.51 10.75 -3.39 24 E 8.44 -68.93 min ll+i mom lt 7.21 -10.32 10.87 -7.71 24 E 8.53 16.78 min ll+i shr lt 5.46 10.92 -10.51 -5.84 25 E -3.55 13.97 ncomp dead rt 0.58 4.48 -4.43 -0.62 25 E -0.40 1.56 super dead rt 0.07 0.51 -0.50 -0.08 25 E -6.44 31.07 max ll+i mom rt -0.31 8.08 -8.10 0.33 25 E 8.25 -53.73 max ll+i shr rt 3.76 -10.22 10.50 -4.02 25 E 7.21 -19.45 min ll+i mom rt -3.34 -9.18 8.93 3.57 25 E -9.03 22.70 min ll+i shr rt 4.59 11.52 -11.17 -4.91 25 E -7.99 78.41 max ll+i mom lt -10.00 9.65 -10.41 10.69 25 E -8.25 -53.73 max ll+i shr lt 3.76 -10.22 10.50 -4.02 25 E 9.03 -72.20 min ll+i mom lt 7.33 -11.07 11.62 -7.84 25 E 9.03 22.70 min ll+i shr lt 4.59 11.52 -11.17 -4.91 26 E -4.28 23.13 ncomp dead rt -0.80 5.35 -5.41 0.86 26 E -0.54 2.51 super dead rt -0.01 0.67 -0.67 0.01 26 E -6.94 34.35 max ll+i mom rt -0.54 8.70 -8.74 0.58 26 E 8.94 -62.98 max ll+i shr rt 5.21 -11.04 11.43 -5.57 26 E 8.37 -19.10 min ll+i mom rt -4.72 -10.69 10.33 5.05 26 E -10.41 25.23 min ll+i shr rt 5.52 13.28 -12.87 -5.90 26 E -8.84 85.83 max ll+i mom lt -10.83 10.70 -11.52 11.57 26 E -8.94 -62.98 max ll+i shr lt 5.21 -11.04 11.43 -5.57 26 E 10.37 -82.89 min ll+i mom lt 8.41 -12.71 13.35 -9.00 26 E 10.41 25.23 min ll+i shr lt 5.52 13.28 -12.87 -5.90 27 E -2.78 26.87 ncomp dead rt -3.37 3.37 -3.62 3.61 27 E -0.40 2.90 super dead rt -0.25 0.50 -0.52 0.27 27 E -6.87 36.86 max ll+i mom rt -1.23 8.58 -8.67 1.31 27 E 9.35 -63.09 max ll+i shr rt 4.79 -11.56 11.92 -5.12 27 E 8.74 -19.92 min ll+i mom rt -4.94 -11.17 10.79 5.28 27 E -9.99 28.92 min ll+i shr rt 4.16 12.70 -12.39 -4.44 27 E -9.35 91.40 max ll+i mom lt -11.61 11.30 -12.18 12.41 27 E -9.35 -63.09 max ll+i shr lt 4.79 -11.56 11.92 -5.12 27 E 9.99 -80.01 min ll+i mom lt 8.15 -12.24 12.85 -8.72 27 E 9.99 28.92 min ll+i shr lt 4.16 12.70 -12.39 -4.44 28 E -2.43 21.71 ncomp dead rt -2.52 2.95 -3.15 2.70 28 E -0.32 2.43 super dead rt -0.23 0.39 -0.41 0.25 28 E -4.34 35.95 max ll+i mom rt -3.82 5.31 -5.60 4.09 28 E 9.13 -54.21 max ll+i shr rt 2.89 -11.36 11.58 -3.09 28 E 8.19 -20.01 min ll+i mom rt -4.30 -10.45 10.13 4.60 28 E -9.38 26.59 min ll+i shr rt 4.04 11.93 -11.63 -4.32 28 E -9.06 89.10 max ll+i mom lt -11.37 10.95 -11.81 12.16 28 E -9.13 -54.21 max ll+i shr lt 2.89 -11.36 11.58 -3.09 28 E 9.32 -74.89 min ll+i mom lt 7.66 -11.42 12.00 -8.19 28 E 9.38 26.59 min ll+i shr lt 4.04 11.93 -11.63 -4.32 29 E -1.07 9.84 ncomp dead rt -1.18 1.30 -1.39 1.26 29 E -0.14 1.26 super dead rt -0.15 0.17 -0.18 0.16 29 E -5.27 32.99 max ll+i mom rt -2.08 6.54 -6.69 2.22 29 E 8.71 -48.01 max ll+i shr rt 1.86 -10.87 11.01 -1.99 29 E 7.73 -20.28 min ll+i mom rt -3.73 -9.85 9.57 3.98 29 E -8.78 23.14 min ll+i shr rt 4.21 11.19 -10.87 -4.50 29 E -8.70 81.75 max ll+i mom lt -10.00 10.56 -11.31 10.69 29 E -8.71 -48.01 max ll+i shr lt 1.86 -10.87 11.01 -1.99 29 E 8.73 -69.12 min ll+i mom lt 6.93 -10.70 11.22 -7.41 29 E 8.78 23.14 min ll+i shr lt 4.21 11.19 -10.87 -4.50 30 E 2.77 -10.70 ncomp dead rt -0.51 -3.50 3.47 0.55 30 E 0.27 -0.83 super dead rt -0.10 -0.34 0.33 0.11 30 E -3.39 24.34 max ll+i mom rt -2.08 4.19 -4.34 2.23 30 E 8.10 -8.41 max ll+i shr rt -6.99 -10.44 9.91 7.48 30 E 7.18 -19.25 min ll+i mom rt -3.36 -9.15 8.90 3.60 30 E -7.52 16.96 min ll+i shr rt 4.30 9.61 -9.29 -4.59 30 E -7.78 69.78 max ll+i mom lt -8.14 9.47 -10.08 8.70 30 E -8.10 -8.41 max ll+i shr lt -6.99 -10.44 9.91 7.48 30 E 7.51 -59.66 min ll+i mom lt 6.00 -9.21 9.67 -6.42 30 E 7.52 16.96 min ll+i shr lt 4.30 9.61 -9.29 -4.59 31 E 9.96 -41.82 ncomp dead rt -1.04 -12.57 12.49 1.11 31 E 1.01 -4.07 super dead rt -0.14 -1.27 1.26 0.15 31 E -3.75 12.86 max ll+i mom rt 1.09 4.76 -4.68 -1.16 31 E 6.79 -24.13 max ll+i shr rt -1.76 -8.61 8.48 1.88 31 E 5.92 -24.52 min ll+i mom rt -0.70 -7.47 7.42 0.75 31 E -4.70 8.80 min ll+i shr rt 3.12 6.03 -5.79 -3.34 31 E -6.59 46.73 max ll+i mom lt -3.91 8.13 -8.43 4.18 31 E -6.79 -24.13 max ll+i shr lt -1.76 -8.61 8.48 1.88 31 E 4.63 -37.34 min ll+i mom lt 3.83 -5.68 5.97 -4.09 31 E 4.70 8.80 min ll+i shr lt 3.12 6.03 -5.79 -3.34 32 E 22.82 -96.51 ncomp dead rt -2.23 -28.81 28.64 2.39 32 E 2.26 -9.59 super dead rt -0.22 -2.86 2.84 0.23 32 E -1.96 12.00 max ll+i mom rt -0.70 2.44 -2.49 0.75 32 E 8.13 -44.39 max ll+i shr rt 1.62 -10.17 10.29 -1.73 32 E 8.13 -44.59 min ll+i mom rt 1.67 -10.17 10.29 -1.78 32 E -2.02 10.01 min ll+i shr rt -0.15 2.54 -2.55 0.16 32 E -6.87 23.34 max ll+i mom lt 2.05 8.73 -8.58 -2.20 32 E -8.13 -44.39 max ll+i shr lt 1.62 -10.17 10.29 -1.73 32 E 1.99 -6.03 min ll+i mom lt -0.77 -2.54 2.48 0.82 32 E 2.02 10.01 min ll+i shr lt -0.15 2.54 -2.55 0.16 33 E 8.02 -35.39 ncomp dead rt -0.46 -10.14 10.10 0.49 33 E 0.75 -3.59 super dead rt 0.03 -0.94 0.94 -0.03 33 E -4.67 14.38 max ll+i mom rt 1.77 5.96 -5.83 -1.89 33 E 7.21 -20.51 max ll+i shr rt -3.13 -9.22 8.98 3.35 33 E 6.90 -24.40 min ll+i mom rt -1.85 -8.77 8.64 1.98 33 E -5.56 10.36 min ll+i shr rt 3.73 7.15 -6.87 -3.98 33 E -6.54 54.75 max ll+i mom lt -5.87 8.03 -8.47 6.27 33 E -7.21 -20.51 max ll+i shr lt -3.13 -9.22 8.98 3.35 33 E 5.20 -45.90 min ll+i mom lt 5.24 -6.36 6.75 -5.60 33 E 5.56 10.36 min ll+i shr lt 3.73 7.15 -6.87 -3.98 34 E -1.93 5.66 ncomp dead rt 0.80 2.47 -2.41 -0.86 34 E -0.30 0.50 super dead rt 0.22 0.39 -0.37 -0.23 34 E -4.88 16.34 max ll+i mom rt 1.55 6.23 -6.11 -1.65 34 E 9.26 -4.41 max ll+i shr rt -9.34 -12.07 11.36 9.99 34 E 8.01 -10.65 min ll+i mom rt -6.43 -10.38 9.89 6.88 34 E -8.41 9.13 min ll+i shr rt 7.26 10.92 -10.38 -7.76 34 E -9.12 84.11 max ll+i mom lt -10.01 11.17 -11.93 10.70 34 E -9.26 -4.41 max ll+i shr lt -9.34 -12.07 11.36 9.99 34 E 8.29 -71.55 min ll+i mom lt 7.92 -10.19 10.79 -8.47 34 E 8.41 9.13 min ll+i shr lt 7.26 10.92 -10.38 -7.76 35 E 1.46 -0.47 ncomp dead rt -1.53 -1.91 1.79 1.64 35 E -0.03 -0.09 super dead rt 0.05 0.03 -0.03 -0.05 35 E -4.42 6.06 max ll+i mom rt 3.50 5.72 -5.46 -3.75 35 E 10.15 -4.16 max ll+i shr rt -10.41 -13.24 12.46 11.13 35 E 8.24 -7.16 min ll+i mom rt -7.53 -10.71 10.14 8.05 35 E -7.80 3.32 min ll+i shr rt 7.96 10.17 -9.57 -8.52 35 E -10.12 92.84 max ll+i mom lt -10.99 12.40 -13.23 11.75 35 E -10.15 -4.16 max ll+i shr lt -10.41 -13.24 12.46 11.13 35 E 7.60 -70.57 min ll+i mom lt 8.46 -9.29 9.93 -9.05 35 E 7.80 3.32 min ll+i shr lt 7.96 10.17 -9.57 -8.52 36 E 2.16 0.28 ncomp dead rt -2.49 -2.83 2.64 2.67 36 E -0.06 0.00 super dead rt 0.06 0.08 -0.07 -0.07 36 E -6.11 6.52 max ll+i mom rt 5.29 7.93 -7.53 -5.66 36 E 10.99 -4.18 max ll+i shr rt -11.34 -14.33 13.48 12.12 36 E 10.47 -7.44 min ll+i mom rt -9.97 -13.62 12.87 10.66 36 E -8.96 4.05 min ll+i shr rt 9.10 11.69 -11.00 -9.73 36 E -10.94 97.61 max ll+i mom lt -11.21 13.43 -14.28 11.99 36 E -10.99 -4.18 max ll+i shr lt -11.34 -14.33 13.48 12.12 36 E 8.71 -79.34 min ll+i mom lt 9.32 -10.67 11.37 -9.97 36 E 8.96 4.05 min ll+i shr lt 9.10 11.69 -11.00 -9.73 37 E 4.79 -0.11 ncomp dead rt -5.36 -6.27 5.87 5.73 37 E 0.16 -0.04 super dead rt -0.17 -0.20 0.19 0.18 37 E -5.13 6.19 max ll+i mom rt 4.27 6.65 -6.33 -4.57 37 E 11.09 -4.52 max ll+i shr rt -11.37 -14.46 13.60 12.16 37 E 9.71 -7.48 min ll+i mom rt -9.11 -12.64 11.95 9.74 37 E -7.97 3.84 min ll+i shr rt 8.03 10.39 -9.78 -8.58 37 E -10.91 99.30 max ll+i mom lt -11.66 13.37 -14.25 12.47 37 E -11.09 -4.52 max ll+i shr lt -11.37 -14.46 13.60 12.16 37 E 7.87 -72.06 min ll+i mom lt 8.51 -9.64 10.28 -9.10 37 E 7.97 3.84 min ll+i shr lt 8.03 10.39 -9.78 -8.58 38 E 3.62 -0.37 ncomp dead rt -3.98 -4.73 4.43 4.26 38 E 0.14 -0.03 super dead rt -0.15 -0.18 0.17 0.16 38 E -4.34 5.86 max ll+i mom rt 3.47 5.63 -5.36 -3.71 38 E 10.34 -2.83 max ll+i shr rt -10.94 -13.50 12.67 11.70 38 E 8.34 -7.09 min ll+i mom rt -7.66 -10.84 10.26 8.19 38 E -6.75 4.15 min ll+i shr rt 6.59 8.79 -8.29 -7.04 38 E -10.33 93.46 max ll+i mom lt -10.91 12.66 -13.48 11.67 38 E -10.34 -2.83 max ll+i shr lt -10.94 -13.50 12.67 11.70 38 E 6.63 -61.33 min ll+i mom lt 7.32 -8.11 8.67 -7.83 38 E 6.75 4.15 min ll+i shr lt 6.59 8.79 -8.29 -7.04 39 E 1.82 0.54 ncomp dead rt -2.18 -2.39 2.22 2.33 39 E 0.07 0.08 super dead rt -0.10 -0.10 0.09 0.11 39 E -1.35 4.26 max ll+i mom rt 0.49 1.73 -1.69 -0.53 39 E 6.51 -1.62 max ll+i shr rt -6.92 -8.50 7.97 7.40 39 E 5.29 -4.13 min ll+i mom rt -4.95 -6.88 6.50 5.29 39 E -4.77 2.51 min ll+i shr rt 4.76 6.22 -5.86 -5.09 39 E -6.41 59.23 max ll+i mom lt -7.07 7.84 -8.38 7.56 39 E -6.51 -1.62 max ll+i shr lt -6.92 -8.50 7.97 7.40 39 E 4.77 -43.60 min ll+i mom lt 5.14 -5.85 6.23 -5.50 39 E 4.77 2.51 min ll+i shr lt 4.76 6.22 -5.86 -5.09 40 B -0.01 0.26 ncomp dead rt -0.03 -0.02 -0.06 0.02 0.05 40 B -0.01 0.08 super dead rt 0.00 -0.02 -0.02 0.02 0.01 40 B -2.63 15.60 max ll+i mom rt 2.63 -4.20 -3.90 4.20 0.63 40 B 1.92 -6.90 max ll+i shr rt -3.04 3.06 1.72 -3.06 0.66 40 B 1.80 -10.45 min ll+i mom rt -1.84 2.86 2.61 -2.86 -0.39 40 B -2.67 15.34 min ll+i shr rt 2.80 -4.26 -3.83 4.26 0.52 40 B -1.79 6.50 max ll+i mom lt -1.62 2.84 2.80 -2.84 -0.59 40 B -1.92 -6.90 max ll+i shr lt 1.72 -3.06 -3.04 3.06 0.66 40 B 2.63 -9.19 min ll+i mom lt 2.30 -4.19 -4.23 4.19 0.97 40 B 2.67 15.34 min ll+i shr lt -3.83 4.26 2.80 -4.26 0.52 Key - Type B 1 - Right Top Chd 2 - Left Diag 3 - Left Top Chd 4 - Right Diag 5 - Bot Chd Type E 1 - Top Chd 2 - UR-LL Diag 3 - LR-UL Diag 4 - Bot Chd (-) is compression Right side is connected to girder 1 Factored Combined Forces Summary - Girder 1 Girder 1 Max Combined Member Forces - k Brace Type Top Chord Diagonal Bottom Chord Tens Comp Tens Comp Tens Comp HS 1 B 5.59 -10.17 13.30 -13.30 2.45 -2.27 2 E 20.20 -17.24 28.62 -29.95 18.51 -21.68 3 E 23.96 -21.04 33.79 -34.66 22.63 -25.78 4 E 19.92 -22.82 29.37 -30.13 24.60 -21.47 5 E 9.94 -15.22 24.30 -23.67 16.42 -10.73 6 E 53.86 0.00 215.49 -213.53 0.00 -58.17 7 E 5.52 -16.68 27.19 -26.89 18.01 -5.96 8 E 13.69 -24.94 31.24 -30.49 26.93 -14.79 9 E 19.06 -25.46 38.99 -38.05 27.50 -20.58 10 E 19.42 -23.20 35.82 -34.86 25.05 -20.97 11 E 14.50 -18.71 29.09 -30.38 20.21 -15.66 12 E 5.02 -11.10 36.99 -37.46 11.98 -5.42 13 E 0.03 -3.94 37.92 -37.93 4.21 -0.04 14 E 9.55 -15.96 29.23 -30.44 17.07 -10.21 15 E 13.93 -25.78 26.60 -28.41 27.56 -14.89 16 E 14.15 -31.27 36.05 -35.48 33.43 -15.12 17 E 13.54 -32.27 40.19 -39.49 34.50 -14.48 18 E 13.24 -31.51 38.79 -38.12 33.69 -14.16 19 E 13.25 -29.10 34.22 -33.50 31.12 -14.17 20 E 12.74 -23.61 23.70 -25.16 25.24 -13.62 21 E 7.61 -13.68 31.39 -31.97 14.63 -8.13 22 E 0.71 -4.61 49.81 -49.77 4.93 -0.76 23 E 9.94 -10.46 28.94 -29.32 11.18 -10.62 24 E 17.60 -16.89 24.43 -23.39 18.06 -18.82 25 E 16.78 -20.85 31.71 -30.68 22.29 -17.94 26 E 17.21 -24.56 36.81 -35.84 26.25 -18.40 27 E 12.99 -29.91 32.93 -32.28 31.98 -13.88 28 E 13.05 -28.26 30.39 -29.86 30.22 -13.95 29 E 13.32 -23.43 26.28 -25.64 25.05 -14.24 30 E 12.23 -18.47 26.45 -27.65 19.74 -13.08 31 E 6.78 -10.02 36.28 -36.68 10.72 -7.25 32 E 1.27 -4.86 63.28 -63.25 5.20 -1.36 33 E 10.81 -13.29 33.86 -34.41 14.22 -11.56 34 E 18.53 -20.40 28.38 -29.82 21.81 -19.81 35 E 16.44 -25.78 29.34 -31.19 27.57 -17.59 36 E 17.08 -27.77 32.59 -34.69 29.70 -18.27 37 E 11.30 -32.49 37.41 -39.82 34.75 -12.08 38 E 10.53 -29.12 33.50 -35.70 31.14 -11.26 39 E 8.20 -18.30 20.32 -21.67 19.57 -8.77 40 B 6.04 -8.36 9.29 -9.29 2.17 -1.21 Fatigue Stress Range Summary - Girder 1 Girder 1 Loading Stress Range - ksi Brace Type Top Chord Diagonal Bottom Chord 1 B 1.59 2.08 0.28 2 E 1.59 2.78 1.38 3 E 2.02 3.48 1.76 4 E 1.91 3.02 1.66 5 E 1.11 2.52 0.99 6 E 0.26 7.81 0.16 7 E 0.86 2.51 1.04 8 E 1.85 3.21 1.64 9 E 2.15 3.68 1.91 10 E 2.02 3.63 1.79 11 E 1.57 2.86 1.37 12 E 0.72 1.82 0.87 13 E 0.03 1.31 0.04 14 E 1.14 2.45 0.98 15 E 1.80 3.23 1.60 16 E 2.12 3.30 1.90 17 E 2.12 3.73 1.91 18 E 2.05 3.61 1.87 19 E 1.96 3.47 1.79 20 E 1.70 2.75 1.53 21 E 0.99 2.12 0.86 22 E 0.04 1.41 0.05 23 E 0.96 1.85 0.81 24 E 1.52 2.68 1.32 25 E 1.74 3.00 1.54 26 E 1.92 3.62 1.70 27 E 1.89 3.07 1.73 28 E 1.84 2.97 1.68 29 E 1.69 2.80 1.53 30 E 1.45 2.43 1.30 31 E 0.86 1.97 0.76 32 E 0.09 1.65 0.11 33 E 1.13 2.13 0.97 34 E 1.81 3.01 1.60 35 E 1.97 3.27 1.76 36 E 2.15 3.44 1.90 37 E 1.74 3.48 2.10 38 E 1.53 3.28 1.84 39 E 1.16 2.00 1.04 40 B 1.48 1.45 0.22 Stress range listed is 3/4 actual stress range. Factored Connection Forces - Girder 1 Girder 1 Combined Factored Connection Forces - Grp I Brace Type Right Side Left Side Vert Horiz Vert Horiz k k k k 1 B 10.83 -9.39 -10.83 -10.17 2 E -8.69 -10.88 8.61 -44.82 3 E -9.98 11.92 9.81 -55.46 4 E 8.02 12.39 -7.99 51.51 5 E -5.86 -19.16 5.88 -32.76 6 E -49.16 187.95 36.72 -120.30 7 E 4.41 17.87 4.50 32.55 8 E -7.10 24.84 7.04 52.86 9 E -8.85 -31.50 8.40 55.63 10 E -8.13 -31.68 7.82 53.06 11 E 6.84 -16.51 -6.41 44.06 12 E 8.56 -30.25 -6.83 33.94 13 E 15.11 -34.82 -12.38 21.87 14 E 11.88 -15.95 -10.78 38.22 15 E 10.54 17.18 -10.61 51.03 16 E -14.25 30.59 13.38 54.49 17 E -15.81 36.18 14.56 52.38 18 E -15.26 35.20 14.09 52.17 19 E -13.44 29.41 12.61 51.11 20 E 9.73 17.19 -9.72 46.19 21 E 12.62 -21.74 -11.10 35.49 22 E 19.83 -46.35 -16.13 27.27 23 E 11.60 -22.17 -10.21 30.55 24 E -9.52 -29.72 9.44 -39.60 25 E -12.38 -24.04 11.59 -42.80 26 E -14.43 26.90 13.48 -47.22 27 E -12.91 29.59 12.28 52.04 28 E -11.96 27.27 11.42 49.94 29 E -10.32 -22.38 10.08 45.15 30 E 10.77 -14.15 -10.16 40.76 31 E 14.51 -28.13 -12.33 34.74 32 E 25.13 -58.50 -20.14 33.88 33 E 13.53 -25.83 -11.77 36.44 34 E -10.58 10.84 10.13 42.57 35 E 11.96 -4.06 -11.67 53.24 36 E 13.29 -3.93 -12.87 57.57 37 E 15.25 -4.10 -14.26 64.66 38 E 13.67 -3.96 -12.91 58.78 39 E 8.29 2.50 -7.91 36.45 40 B -5.84 8.57 5.84 -8.36 Moment and shear forces both are maximum. Horizontal force listed applied to each of top and bottom connections. Vertical force listed applied to each of top and bottom connections for Types A and E. Vertical force listed applied to connection supporting a diagonal for Types B and C. Forces applied along centroidal axes of connecting members. Connection forces are those that exist at the system node connecting brace to girder. Right side is connected to girder 1 Sign convention: Positive shear is upward on both sides. Positive horiz force corresponds to positive end moment where top horiz force is toward brace and bottom horiz force is away from brace. Negative horiz force corresponds to negative end moment where top horiz force is away from brace and bottom horiz force is toward brace. Shapes - Girder 2 To Adjacent Girder - Brace 1 Girder 2 Shapes Brace 1 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 50.08 43.93 Diagonals: L 4.00 x 4.00 x 0.375 68.14 75.71 Bot chord: L 4.00 x 4.00 x 0.375 79.08 87.87 Service Forces - Girder 2 To Adjacent Girder - Brace 1 - HS Girder 2 Forces - HS Forces on Brace 1 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.11 0.02 2.14 -2.01 0.00 Concurrent Mom -3.09 5.22 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.00 -0.02 5.22 -5.53 0.00 Concurrent shear -2.00 2.14 k Moment from fatigue trk 0.23 -0.08 Concurrent Shr -0.06 0.03 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.64 0.07 6.24 -5.78 0.00 Concurrent shear -2.14 2.01 k Moment from fatigue trk 4.92 -4.55 Concurrent Shr -1.59 1.52 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chd L -0.16 -0.02 1.56 -2.28 1.45 -1.56 0.00 0.00 Top chd R 0.00 0.01 1.38 -1.30 1.56 -2.28 0.00 0.00 UC-LL diag 0.14 0.02 2.63 -2.47 2.63 -2.63 0.00 0.00 LR-UC diag -0.14 -0.02 2.47 -2.63 2.63 -2.63 0.00 0.00 Bot chord 0.08 0.01 0.76 -0.13 0.76 -0.13 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 1 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 3.15 109.02 0.029 5.19 108.23 0.048 LR-UC diag 5.92 109.02 0.054 5.50 96.90 0.057 UC-LL diag 5.50 109.02 0.050 5.92 96.90 0.061 Bot chord 1.75 109.02 0.016 0.16 88.35 0.002 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 2.42 109.02 0.022 3.99 108.23 0.037 LR-UC diag 4.56 109.02 0.042 4.23 96.90 0.044 UC-LL diag 4.23 109.02 0.039 4.56 96.90 0.047 Bot chord 1.35 109.02 0.012 0.13 88.35 0.001 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.85 16.00 0.053 1.14 -1.23 UC-LL diag 0.89 16.00 0.056 1.96 -1.96 LR-UC diag 0.89 16.00 0.056 1.96 -1.96 Bot chord 0.04 16.00 0.002 0.09 -0.06 Tension Area Compression Area Top chord 2.18 2.86 Diag 2.18 2.86 Bot chord 2.18 2.86 Shapes - Girder 2 To Adjacent Girder - Brace 1 Girder 2 Shapes Brace 1 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 50.08 43.93 Diagonals: L 4.00 x 4.00 x 0.375 68.14 75.71 Bot chord: L 4.00 x 4.00 x 0.375 79.08 87.87 Shapes - Girder 2 To Adjacent Girder - Brace 2 Girder 2 Shapes Brace 2 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 41.42 46.02 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 56.84 49.24 Bot chord: WT 8.00 x 25.00 40.64 45.15 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 2 - HS Girder 2 Forces - HS Forces on Brace 2 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.18 -0.02 9.84 -9.48 0.00 Concurrent Mom -20.84 34.12 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -8.14 -0.41 44.80 -41.41 0.00 Concurrent shear -7.76 8.82 k Moment from fatigue trk 2.14 -2.36 Concurrent Shr -0.25 0.37 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -9.24 -0.52 47.38 -44.84 0.00 Concurrent shear -8.12 8.29 k Moment from fatigue trk 34.76 -32.41 Concurrent Shr -4.74 4.44 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord 3.84 0.21 6.64 -9.54 8.86 -10.21 0.00 0.00 UR-LL diag 0.42 0.03 13.73 -14.51 14.21 -13.93 0.00 0.00 LR-UL diag -0.12 -0.02 14.21 -13.93 13.73 -14.51 0.00 0.00 Bot chord -4.13 -0.22 10.24 -7.13 10.96 -9.51 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 2 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 24.49 208.33 0.118 16.90 231.57 0.073 UR-LL diag 31.45 143.75 0.219 30.91 136.89 0.226 LR-UL diag 30.68 143.75 0.213 31.68 136.89 0.231 Bot chord 18.14 261.49 0.069 26.29 290.64 0.090 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 18.84 208.33 0.090 13.00 231.57 0.056 UR-LL diag 24.19 143.75 0.168 23.78 136.89 0.174 LR-UL diag 23.60 143.75 0.164 24.37 136.89 0.178 Bot chord 13.96 261.49 0.053 20.22 290.64 0.070 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.01 16.00 0.126 8.46 -9.10 UR-LL diag 2.42 16.00 0.151 6.81 -7.28 LR-UL diag 2.11 16.00 0.132 6.81 -7.28 Bot chord 1.74 16.00 0.109 9.77 -9.08 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 2 Girder 2 Shapes Brace 2 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 41.42 46.02 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 56.84 49.24 Bot chord: WT 8.00 x 25.00 40.64 45.15 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 3 Girder 2 Shapes Brace 3 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 47.22 52.47 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 63.92 55.37 Bot chord: WT 8.00 x 25.00 46.33 51.48 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 3 - HS Girder 2 Forces - HS Forces on Brace 3 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -2.23 -0.13 10.24 -10.95 0.00 Concurrent Mom -31.99 45.44 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -7.45 -0.35 54.51 -50.33 0.00 Concurrent shear -9.84 9.54 k Moment from fatigue trk 2.74 -2.75 Concurrent Shr -0.30 0.38 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -20.79 -1.14 56.85 -53.80 0.00 Concurrent shear -8.74 8.98 k Moment from fatigue trk 43.43 -40.48 Concurrent Shr -5.34 5.52 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord 6.65 0.35 7.86 -9.26 10.23 -11.95 0.00 0.00 UR-LL diag 3.92 0.23 17.83 -16.86 16.76 -18.11 0.00 0.00 LR-UL diag -3.39 -0.20 16.76 -18.11 17.83 -16.86 0.00 0.00 Bot chord -7.15 -0.38 9.96 -8.46 12.85 -11.00 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 3 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 31.30 208.33 0.150 16.84 225.95 0.075 UR-LL diag 44.11 143.75 0.307 33.93 130.94 0.259 LR-UL diag 34.03 143.75 0.237 44.00 130.94 0.336 Bot chord 18.12 261.49 0.069 33.68 283.86 0.119 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 24.08 208.33 0.116 12.95 225.95 0.057 UR-LL diag 33.93 143.75 0.236 26.10 130.94 0.199 LR-UL diag 26.18 143.75 0.182 33.85 130.94 0.258 Bot chord 13.94 261.49 0.053 25.91 283.86 0.091 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.79 16.00 0.175 9.56 -11.13 UR-LL diag 3.23 16.00 0.202 9.44 -9.21 LR-UL diag 2.80 16.00 0.175 9.44 -9.21 Bot chord 1.70 16.00 0.106 11.98 -10.29 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 3 Girder 2 Shapes Brace 3 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 47.22 52.47 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 63.92 55.37 Bot chord: WT 8.00 x 25.00 46.33 51.48 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 4 Girder 2 Shapes Brace 4 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 52.85 58.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 70.87 61.39 Bot chord: WT 8.00 x 25.00 51.85 57.61 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 4 - HS Girder 2 Forces - HS Forces on Brace 4 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -6.33 -0.25 9.22 -10.01 0.00 Concurrent Mom -34.47 43.13 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.36 -0.05 50.84 -48.22 0.00 Concurrent shear -7.34 8.22 k Moment from fatigue trk 2.19 -1.91 Concurrent Shr -0.23 0.23 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -36.51 -1.57 49.74 -54.70 0.00 Concurrent shear -8.01 8.84 k Moment from fatigue trk 37.21 -39.95 Concurrent Shr -4.15 5.32 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord 10.06 0.45 7.44 -10.07 9.24 -8.46 0.00 0.00 UR-LL diag 11.93 0.48 18.12 -16.79 16.76 -18.30 0.00 0.00 LR-UL diag -11.11 -0.44 16.76 -18.30 18.12 -16.79 0.00 0.00 Bot chord -10.84 -0.49 10.85 -8.01 9.11 -9.96 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 4 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 33.73 208.33 0.162 8.19 219.79 0.037 UR-LL diag 55.48 143.75 0.386 23.60 124.42 0.190 LR-UL diag 24.32 143.75 0.169 54.75 124.42 0.440 Bot chord 8.83 261.49 0.034 36.35 276.45 0.132 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 25.95 208.33 0.125 6.30 219.79 0.029 UR-LL diag 42.67 143.75 0.297 18.16 124.42 0.146 LR-UL diag 18.71 143.75 0.130 42.12 124.42 0.339 Bot chord 6.79 261.49 0.026 27.96 276.45 0.101 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.44 16.00 0.153 8.66 -9.43 UR-LL diag 3.79 16.00 0.237 10.03 -9.33 LR-UL diag 2.91 16.00 0.182 10.03 -9.33 Bot chord 1.49 16.00 0.093 10.17 -9.33 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 4 Girder 2 Shapes Brace 4 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 52.85 58.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 70.87 61.39 Bot chord: WT 8.00 x 25.00 51.85 57.61 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 5 Girder 2 Shapes Brace 5 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 58.42 64.91 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 77.79 67.39 Bot chord: WT 8.00 x 25.00 57.31 63.68 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 5 - HS Girder 2 Forces - HS Forces on Brace 5 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -5.59 -0.11 5.81 -6.87 0.00 Concurrent Mom -21.40 29.08 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.75 -0.25 31.49 -30.80 0.00 Concurrent shear -6.13 5.48 k Moment from fatigue trk 1.06 -0.82 Concurrent Shr -0.11 0.08 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -30.70 -0.92 31.64 -37.86 0.00 Concurrent shear -5.00 6.34 k Moment from fatigue trk 22.69 -26.42 Concurrent Shr -3.31 3.35 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord 9.19 0.32 3.38 -2.48 4.89 -4.66 0.00 0.00 UR-LL diag 11.54 0.24 13.72 -11.65 12.87 -13.72 0.00 0.00 LR-UL diag -10.79 -0.21 11.54 -13.72 13.72 -12.47 0.00 0.00 Bot chord -9.91 -0.35 2.68 -3.65 5.03 -5.28 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 5 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 22.99 208.33 0.110 0.00 213.02 0.000 UR-LL diag 45.10 143.75 0.314 14.48 117.25 0.124 LR-UL diag 15.48 143.75 0.108 44.10 117.25 0.376 Bot chord 0.00 261.49 0.000 24.80 268.29 0.092 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.68 208.33 0.085 0.00 213.02 0.000 UR-LL diag 34.69 143.75 0.241 11.14 117.25 0.095 LR-UL diag 11.91 143.75 0.083 33.92 117.25 0.289 Bot chord 0.00 261.49 0.000 19.08 268.29 0.071 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.25 16.00 0.078 5.42 -3.84 UR-LL diag 2.68 16.00 0.167 6.91 -6.77 LR-UL diag 2.05 16.00 0.128 6.91 -6.77 Bot chord 0.76 16.00 0.048 4.15 -5.84 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 5 Girder 2 Shapes Brace 5 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 58.42 64.91 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 77.79 67.39 Bot chord: WT 8.00 x 25.00 57.31 63.68 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 6 Girder 2 Shapes Brace 6 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.72 73.39 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 6 - HS Girder 2 Forces - HS Forces on Brace 6 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -12.59 -1.84 3.42 -9.06 0.00 Concurrent Mom -37.49 19.94 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 31.59 4.83 38.35 -16.10 0.00 Concurrent shear -8.23 3.42 k Moment from fatigue trk 0.45 -0.24 Concurrent Shr -0.08 0.06 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -43.73 -6.19 13.21 -37.64 0.00 Concurrent shear -3.32 9.06 k Moment from fatigue trk 10.09 -26.87 Concurrent Shr -2.29 5.40 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord 11.71 1.62 9.66 -0.15 9.66 -1.86 0.00 0.00 UR-LL diag 27.87 4.07 20.11 -7.42 19.64 -19.32 0.00 0.00 LR-UL diag -26.91 -3.94 7.82 -19.32 20.11 -19.79 0.00 0.00 Bot chord -12.64 -1.75 0.16 -10.43 2.01 -10.43 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 6 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 38.30 208.33 0.184 0.00 205.61 0.000 UR-LL diag 85.18 143.75 0.593 0.41 109.41 0.004 LR-UL diag 3.55 143.75 0.025 83.07 109.41 0.759 Bot chord 0.00 261.49 0.000 41.36 259.37 0.159 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 29.46 208.33 0.141 0.00 205.61 0.000 UR-LL diag 65.53 143.75 0.456 0.32 109.41 0.003 LR-UL diag 2.73 143.75 0.019 63.90 109.41 0.584 Bot chord 0.00 261.49 0.000 31.82 259.37 0.123 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.12 16.00 0.007 0.85 -0.03 UR-LL diag 4.60 16.00 0.287 11.78 -11.71 LR-UL diag 3.52 16.00 0.220 11.78 -11.71 Bot chord 0.07 16.00 0.005 0.03 -0.92 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 6 Girder 2 Shapes Brace 6 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.72 73.39 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 7 Girder 2 Shapes Brace 7 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.41 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 7 - HS Girder 2 Forces - HS Forces on Brace 7 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -3.93 0.00 5.18 -6.18 0.00 Concurrent Mom -18.98 28.51 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.25 -0.33 34.67 -30.36 0.00 Concurrent shear -4.36 4.52 k Moment from fatigue trk 0.81 -0.79 Concurrent Shr -0.05 0.07 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -18.23 -0.35 31.08 -36.08 0.00 Concurrent shear -4.55 5.84 k Moment from fatigue trk 23.43 -26.47 Concurrent Shr -3.07 3.65 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord 5.68 0.15 4.17 -6.41 4.01 -4.43 0.00 0.00 UR-LL diag 8.77 0.01 13.44 -11.35 12.87 -13.44 0.00 0.00 LR-UL diag -8.31 0.00 11.17 -13.44 13.44 -12.54 0.00 0.00 Bot chord -6.13 -0.16 6.92 -4.51 4.78 -4.34 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 7 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 16.64 208.33 0.080 6.34 205.58 0.031 UR-LL diag 40.60 143.75 0.282 17.75 109.39 0.162 LR-UL diag 18.37 143.75 0.128 39.97 109.39 0.365 Bot chord 6.85 261.49 0.026 17.97 259.33 0.069 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 12.80 208.33 0.061 4.88 205.58 0.024 UR-LL diag 31.23 143.75 0.217 13.65 109.39 0.125 LR-UL diag 14.13 143.75 0.098 30.75 109.39 0.281 Bot chord 5.27 261.49 0.020 13.82 259.33 0.053 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.12 16.00 0.070 4.24 -4.08 UR-LL diag 3.11 16.00 0.194 8.11 -7.76 LR-UL diag 2.38 16.00 0.149 8.11 -7.76 Bot chord 0.69 16.00 0.043 4.40 -4.58 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 7 Girder 2 Shapes Brace 7 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.41 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 8 Girder 2 Shapes Brace 8 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.41 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 8 - HS Girder 2 Forces - HS Forces on Brace 8 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -5.93 -0.34 8.06 -9.44 0.00 Concurrent Mom -37.26 51.61 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 12.44 0.62 58.67 -44.97 0.00 Concurrent shear -7.47 6.74 k Moment from fatigue trk 1.58 -1.45 Concurrent Shr -0.09 0.14 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -23.06 -1.45 51.40 -55.90 0.00 Concurrent shear -7.58 9.02 k Moment from fatigue trk 38.47 -42.98 Concurrent Shr -4.74 5.37 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord 6.60 0.43 6.09 -10.66 6.27 -7.22 0.00 0.00 UR-LL diag 13.18 0.77 20.40 -17.53 19.88 -20.69 0.00 0.00 LR-UL diag -12.64 -0.73 17.53 -20.69 20.40 -19.37 0.00 0.00 Bot chord -7.12 -0.46 11.51 -6.57 7.80 -6.77 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 8 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 22.74 208.33 0.109 14.00 205.59 0.068 UR-LL diag 62.42 143.75 0.434 26.78 109.39 0.245 LR-UL diag 26.90 143.75 0.187 62.30 109.39 0.569 Bot chord 15.12 261.49 0.058 24.56 259.34 0.095 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.49 208.33 0.084 10.77 205.59 0.052 UR-LL diag 48.01 143.75 0.334 20.60 109.39 0.188 LR-UL diag 20.69 143.75 0.144 47.92 109.39 0.438 Bot chord 11.63 261.49 0.044 18.89 259.34 0.073 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.07 16.00 0.129 8.01 -7.30 UR-LL diag 4.57 16.00 0.286 12.01 -11.35 LR-UL diag 3.50 16.00 0.219 12.01 -11.35 Bot chord 1.26 16.00 0.079 7.88 -8.65 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 8 Girder 2 Shapes Brace 8 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.41 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 9 Girder 2 Shapes Brace 9 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.73 73.40 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 9 - HS Girder 2 Forces - HS Forces on Brace 9 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -3.31 -0.31 8.53 -10.28 0.00 Concurrent Mom -40.03 59.41 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 8.69 0.60 66.97 -48.87 0.00 Concurrent shear -9.44 7.49 k Moment from fatigue trk 2.19 -1.87 Concurrent Shr -0.12 0.19 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -11.11 -1.23 59.28 -60.72 0.00 Concurrent shear -7.80 9.51 k Moment from fatigue trk 45.98 -47.43 Concurrent Shr -5.12 6.36 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord 2.91 0.36 6.28 -10.30 7.39 -10.24 0.00 0.00 UR-LL diag 7.32 0.68 22.15 -18.55 21.00 -22.58 0.00 0.00 LR-UL diag -7.08 -0.65 18.57 -22.58 22.15 -20.39 0.00 0.00 Bot chord -3.14 -0.39 11.12 -6.78 11.06 -7.99 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 9 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 20.30 208.33 0.097 18.12 205.60 0.088 UR-LL diag 58.48 143.75 0.407 38.61 109.40 0.353 LR-UL diag 38.02 143.75 0.265 59.07 109.40 0.540 Bot chord 19.56 261.49 0.075 21.92 259.35 0.085 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 15.62 208.33 0.075 13.94 205.60 0.068 UR-LL diag 44.99 143.75 0.313 29.70 109.40 0.271 LR-UL diag 29.25 143.75 0.203 45.44 109.40 0.415 Bot chord 15.05 261.49 0.058 16.86 259.35 0.065 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.01 16.00 0.126 7.95 -9.84 UR-LL diag 5.41 16.00 0.338 14.16 -13.51 LR-UL diag 4.80 16.00 0.300 14.16 -13.51 Bot chord 1.80 16.00 0.112 10.63 -8.59 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 9 Girder 2 Shapes Brace 9 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.73 73.40 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 10 Girder 2 Shapes Brace 10 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.41 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 10 - HS Girder 2 Forces - HS Forces on Brace 10 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.34 -0.15 8.45 -9.88 0.00 Concurrent Mom -41.86 58.28 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 3.86 0.25 64.11 -47.55 0.00 Concurrent shear -9.30 6.60 k Moment from fatigue trk 2.41 -1.86 Concurrent Shr -0.13 0.18 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -4.15 -0.67 57.26 -58.52 0.00 Concurrent shear -8.17 9.04 k Moment from fatigue trk 44.36 -45.01 Concurrent Shr -5.04 6.08 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord 1.02 0.20 7.53 -9.32 7.38 -8.60 0.00 0.00 UR-LL diag 2.95 0.34 21.26 -18.33 19.97 -21.72 0.00 0.00 LR-UL diag -2.87 -0.33 18.43 -21.72 21.26 -19.37 0.00 0.00 Bot chord -1.11 -0.22 10.06 -8.13 9.29 -7.97 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 10 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.94 208.33 0.086 18.63 205.59 0.091 UR-LL diag 50.44 143.75 0.351 42.86 109.39 0.392 LR-UL diag 42.00 143.75 0.292 51.30 109.39 0.469 Bot chord 20.12 261.49 0.077 19.37 259.34 0.075 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.80 208.33 0.066 14.33 205.59 0.070 UR-LL diag 38.80 143.75 0.270 32.97 109.39 0.301 LR-UL diag 32.31 143.75 0.225 39.46 109.39 0.361 Bot chord 15.48 261.49 0.059 14.90 259.34 0.057 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.89 16.00 0.118 7.46 -9.29 UR-LL diag 4.59 16.00 0.287 13.54 -12.93 LR-UL diag 4.59 16.00 0.287 13.54 -12.93 Bot chord 1.69 16.00 0.106 10.03 -8.05 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 10 Girder 2 Shapes Brace 10 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.41 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 11 Girder 2 Shapes Brace 11 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.72 73.39 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 11 - HS Girder 2 Forces - HS Forces on Brace 11 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.92 0.07 7.19 -7.80 0.00 Concurrent Mom -29.13 38.38 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -2.92 -0.32 48.69 -39.39 0.00 Concurrent shear -6.20 5.95 k Moment from fatigue trk 2.04 -1.46 Concurrent Shr -0.09 0.14 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.56 0.08 44.73 -46.56 0.00 Concurrent shear -7.03 7.33 k Moment from fatigue trk 35.22 -35.56 Concurrent Shr -4.46 4.82 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.58 0.01 5.26 -8.84 5.60 -5.41 0.00 0.00 UR-LL diag -2.02 -0.14 16.93 -15.71 16.18 -17.02 0.00 0.00 LR-UL diag 1.97 0.14 15.56 -17.02 16.93 -15.72 0.00 0.00 Bot chord 0.63 -0.01 9.54 -5.68 5.84 -6.04 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 11 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 11.40 208.33 0.055 19.93 205.61 0.097 UR-LL diag 33.95 143.75 0.236 39.75 109.41 0.363 LR-UL diag 39.51 143.75 0.275 34.19 109.41 0.313 Bot chord 21.53 261.49 0.082 12.31 259.37 0.047 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 8.77 208.33 0.042 15.33 205.61 0.075 UR-LL diag 26.11 143.75 0.182 30.58 109.41 0.279 LR-UL diag 30.39 143.75 0.211 26.30 109.41 0.240 Bot chord 16.56 261.49 0.063 9.47 259.37 0.037 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.40 16.00 0.088 5.85 -6.44 UR-LL diag 3.64 16.00 0.227 10.73 -10.25 LR-UL diag 3.64 16.00 0.227 10.73 -10.25 Bot chord 1.23 16.00 0.077 6.95 -6.32 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 11 Girder 2 Shapes Brace 11 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.72 73.39 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 12 Girder 2 Shapes Brace 12 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.98 71.09 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.76 73.42 Bot chord: WT 8.00 x 25.00 62.77 69.75 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 12 - HS Girder 2 Forces - HS Forces on Brace 12 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 3.91 0.35 4.46 -3.90 0.00 Concurrent Mom -15.09 17.71 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -10.89 -1.03 22.47 -23.51 0.00 Concurrent shear -3.69 3.85 k Moment from fatigue trk 1.11 -0.85 Concurrent Shr -0.04 0.08 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 12.50 1.09 27.40 -24.23 0.00 Concurrent shear -4.25 3.67 k Moment from fatigue trk 21.20 -17.94 Concurrent Shr -2.96 2.26 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -3.16 -0.27 2.52 -2.43 3.20 -3.41 0.00 0.00 UR-LL diag -8.64 -0.78 8.50 -9.80 9.60 -9.40 0.00 0.00 LR-UL diag 8.38 0.76 9.60 -8.49 9.12 -9.80 0.00 0.00 Bot chord 3.42 0.29 2.62 -2.73 3.69 -3.45 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 12 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 2.48 208.33 0.012 11.88 205.57 0.058 UR-LL diag 8.60 143.75 0.060 33.52 109.37 0.307 LR-UL diag 32.73 143.75 0.228 9.40 109.37 0.086 Bot chord 12.82 261.49 0.049 2.68 259.32 0.010 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 1.91 208.33 0.009 9.13 205.57 0.044 UR-LL diag 6.62 143.75 0.046 25.79 109.37 0.236 LR-UL diag 25.17 143.75 0.175 7.23 109.37 0.066 Bot chord 9.86 261.49 0.038 2.06 259.32 0.008 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.63 16.00 0.039 3.30 -3.31 UR-LL diag 1.93 16.00 0.121 6.31 -6.58 LR-UL diag 2.52 16.00 0.158 6.31 -6.58 Bot chord 0.77 16.00 0.048 3.58 -3.56 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 12 Girder 2 Shapes Brace 12 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.98 71.09 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.76 73.42 Bot chord: WT 8.00 x 25.00 62.77 69.75 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 13 Girder 2 Shapes Brace 13 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 13 - HS Girder 2 Forces - HS Forces on Brace 13 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 7.56 0.71 4.07 -1.24 0.00 Concurrent Mom -17.07 4.67 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -23.44 -2.19 5.34 -17.15 0.00 Concurrent shear -1.18 4.06 k Moment from fatigue trk 0.11 -0.42 Concurrent Shr -0.02 0.07 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 28.14 2.65 16.80 -5.31 0.00 Concurrent shear -3.55 1.24 k Moment from fatigue trk 12.41 -3.42 Concurrent Shr -2.34 0.71 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.77 -0.26 0.25 -0.41 0.25 -0.41 0.00 0.00 UR-LL diag -9.59 -0.90 1.56 -5.12 5.09 -4.45 0.00 0.00 LR-UL diag 9.39 0.88 5.09 -1.54 4.45 -5.12 0.00 0.00 Bot chord 2.96 0.28 0.44 -0.27 0.44 -0.27 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 13 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 4.83 205.61 0.024 UR-LL diag 0.00 143.75 0.000 24.76 103.13 0.240 LR-UL diag 24.40 143.75 0.170 0.00 103.13 0.000 Bot chord 5.17 261.49 0.020 0.00 259.37 0.000 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 3.72 205.61 0.018 UR-LL diag 0.00 143.75 0.000 19.05 103.13 0.185 LR-UL diag 18.77 143.75 0.131 0.00 103.13 0.000 Bot chord 3.98 261.49 0.015 0.00 259.37 0.000 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.04 16.00 0.002 0.03 -0.38 UR-LL diag 0.88 16.00 0.055 2.93 -2.95 LR-UL diag 1.15 16.00 0.072 2.93 -2.95 Bot chord 0.05 16.00 0.003 0.41 -0.04 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 13 Girder 2 Shapes Brace 13 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 14 Girder 2 Shapes Brace 14 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.88 77.86 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 14 - HS Girder 2 Forces - HS Forces on Brace 14 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.71 0.17 9.82 -9.44 0.00 Concurrent Mom -24.83 46.00 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.03 -0.28 59.56 -56.96 0.00 Concurrent shear -5.79 8.37 k Moment from fatigue trk 3.04 -6.24 Concurrent Shr -0.22 0.41 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 10.64 0.88 62.88 -63.44 0.00 Concurrent shear -8.86 8.72 k Moment from fatigue trk 49.79 -46.94 Concurrent Shr -6.50 4.05 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.65 -0.12 4.41 -7.91 5.58 -5.29 0.00 0.00 UR-LL diag -2.21 -0.22 11.82 -12.51 12.14 -11.86 0.00 0.00 LR-UL diag 2.09 0.21 12.14 -11.86 11.82 -12.51 0.00 0.00 Bot chord 1.77 0.13 8.45 -4.72 5.66 -5.96 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 14 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 9.80 208.33 0.047 19.47 205.62 0.095 UR-LL diag 23.20 143.75 0.161 30.32 103.14 0.294 LR-UL diag 29.33 143.75 0.204 24.18 103.14 0.234 Bot chord 20.82 261.49 0.080 10.48 259.38 0.040 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 7.54 208.33 0.036 14.98 205.62 0.073 UR-LL diag 17.84 143.75 0.124 23.32 103.14 0.226 LR-UL diag 22.57 143.75 0.157 18.60 103.14 0.180 Bot chord 16.02 261.49 0.061 8.06 259.38 0.031 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.37 16.00 0.086 6.80 -4.76 UR-LL diag 2.81 16.00 0.176 7.97 -8.33 LR-UL diag 2.81 16.00 0.176 7.97 -8.33 Bot chord 1.10 16.00 0.069 5.09 -7.27 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 14 Girder 2 Shapes Brace 14 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.88 77.86 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 15 Girder 2 Shapes Brace 15 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 15 - HS Girder 2 Forces - HS Forces on Brace 15 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -3.07 -0.28 12.11 -13.76 0.00 Concurrent Mom -61.24 63.06 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 21.13 1.49 98.35 -75.65 0.00 Concurrent shear -9.02 9.92 k Moment from fatigue trk 5.75 -12.06 Concurrent Shr -0.38 0.75 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.22 -0.41 101.43 -93.52 0.00 Concurrent shear -8.76 12.98 k Moment from fatigue trk 81.33 -75.25 Concurrent Shr -5.36 7.90 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.68 -0.05 7.18 -13.65 8.08 -14.68 0.00 0.00 UR-LL diag 3.79 0.35 17.28 -15.15 16.60 -17.27 0.00 0.00 LR-UL diag -3.91 -0.35 15.25 -17.27 17.28 -15.99 0.00 0.00 Bot chord 1.79 0.05 14.60 -7.67 15.70 -8.64 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 15 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 15.31 208.33 0.073 34.12 205.58 0.166 UR-LL diag 42.90 143.75 0.298 32.13 103.10 0.312 LR-UL diag 31.98 143.75 0.222 43.04 103.10 0.418 Bot chord 36.48 261.49 0.139 16.37 259.33 0.063 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 11.78 208.33 0.057 26.24 205.58 0.128 UR-LL diag 33.00 143.75 0.230 24.71 103.10 0.240 LR-UL diag 24.60 143.75 0.171 33.11 103.10 0.321 Bot chord 28.06 261.49 0.107 12.59 259.33 0.049 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.56 16.00 0.160 9.33 -13.62 UR-LL diag 3.44 16.00 0.215 10.27 -9.57 LR-UL diag 3.44 16.00 0.215 10.27 -9.57 Bot chord 2.33 16.00 0.146 14.57 -9.98 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 15 Girder 2 Shapes Brace 15 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 16 Girder 2 Shapes Brace 16 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.88 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 16 - HS Girder 2 Forces - HS Forces on Brace 16 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -6.89 -0.65 11.83 -14.95 0.00 Concurrent Mom -78.06 80.41 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 40.45 3.03 114.80 -79.51 0.00 Concurrent shear -11.68 9.37 k Moment from fatigue trk 7.40 -16.57 Concurrent Shr -0.45 1.02 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -6.57 -1.40 119.36 -104.11 0.00 Concurrent shear -9.55 14.87 k Moment from fatigue trk 94.85 -82.96 Concurrent Shr -5.81 9.72 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.07 -0.01 8.73 -14.66 8.54 -18.13 0.00 0.00 UR-LL diag 8.57 0.82 18.66 -14.63 18.98 -18.87 0.00 0.00 LR-UL diag -8.73 -0.82 15.06 -18.87 18.66 -18.34 0.00 0.00 Bot chord 2.22 0.01 15.67 -9.33 19.38 -9.13 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 16 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 16.25 208.33 0.078 42.06 205.60 0.205 UR-LL diag 53.42 143.75 0.372 28.75 103.11 0.279 LR-UL diag 28.10 143.75 0.196 53.38 103.11 0.518 Bot chord 44.97 261.49 0.172 17.37 259.35 0.067 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 12.50 208.33 0.060 32.35 205.60 0.157 UR-LL diag 41.09 143.75 0.286 22.12 103.11 0.215 LR-UL diag 21.62 143.75 0.150 41.06 103.11 0.398 Bot chord 34.59 261.49 0.132 13.36 259.35 0.052 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.80 16.00 0.175 9.17 -16.38 UR-LL diag 4.77 16.00 0.298 12.55 -11.86 LR-UL diag 4.23 16.00 0.265 12.55 -11.86 Bot chord 2.63 16.00 0.164 17.51 -9.80 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 16 Girder 2 Shapes Brace 16 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.88 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 17 Girder 2 Shapes Brace 17 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 17 - HS Girder 2 Forces - HS Forces on Brace 17 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -9.10 -0.87 11.22 -15.02 0.00 Concurrent Mom -101.36 117.00 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 51.31 3.90 120.02 -80.50 0.00 Concurrent shear -14.94 9.26 k Moment from fatigue trk 7.79 -18.80 Concurrent Shr -0.43 1.14 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -10.73 -2.05 120.96 -108.75 0.00 Concurrent shear -9.67 15.02 k Moment from fatigue trk 93.22 -84.66 Concurrent Shr -5.03 9.95 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.24 0.03 11.93 -12.28 11.93 -18.38 0.00 0.00 UR-LL diag 11.33 1.09 18.42 -13.64 19.21 -19.28 0.00 0.00 LR-UL diag -11.50 -1.09 14.54 -19.28 18.42 -18.49 0.00 0.00 Bot chord 2.39 -0.03 13.13 -12.75 19.65 -12.75 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 17 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 23.03 208.33 0.111 42.77 205.60 0.208 UR-LL diag 57.86 143.75 0.402 25.71 103.12 0.249 LR-UL diag 23.61 143.75 0.164 58.24 103.12 0.565 Bot chord 45.73 261.49 0.175 24.62 259.36 0.095 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.71 208.33 0.085 32.90 205.60 0.160 UR-LL diag 44.51 143.75 0.310 19.78 103.12 0.192 LR-UL diag 18.16 143.75 0.126 44.80 103.12 0.434 Bot chord 35.17 261.49 0.135 18.94 259.36 0.073 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.87 16.00 0.179 9.32 -16.86 UR-LL diag 4.89 16.00 0.305 12.84 -12.14 LR-UL diag 4.33 16.00 0.271 12.84 -12.14 Bot chord 2.70 16.00 0.169 18.03 -9.97 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 17 Girder 2 Shapes Brace 17 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 18 Girder 2 Shapes Brace 18 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 18 - HS Girder 2 Forces - HS Forces on Brace 18 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -8.35 -0.81 11.11 -14.66 0.00 Concurrent Mom -98.34 115.28 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 47.23 3.49 118.16 -79.53 0.00 Concurrent shear -14.57 9.24 k Moment from fatigue trk 7.49 -18.41 Concurrent Shr -0.35 1.12 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -9.70 -2.02 120.85 -107.05 0.00 Concurrent shear -9.79 14.66 k Moment from fatigue trk 92.62 -79.82 Concurrent Shr -5.52 9.53 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.09 0.06 11.32 -12.25 11.32 -18.22 0.00 0.00 UR-LL diag 10.40 1.02 17.97 -13.53 18.76 -18.84 0.00 0.00 LR-UL diag -10.56 -1.01 14.38 -18.84 17.97 -18.05 0.00 0.00 Bot chord 2.23 -0.06 13.10 -12.10 19.48 -12.10 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 18 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 21.94 208.33 0.105 42.19 205.59 0.205 UR-LL diag 55.57 143.75 0.387 26.06 103.10 0.253 LR-UL diag 23.98 143.75 0.167 55.93 103.10 0.543 Bot chord 45.11 261.49 0.173 23.46 259.34 0.090 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 16.88 208.33 0.081 32.45 205.59 0.158 UR-LL diag 42.74 143.75 0.297 20.04 103.10 0.194 LR-UL diag 18.45 143.75 0.128 43.03 103.10 0.417 Bot chord 34.70 261.49 0.133 18.04 259.34 0.070 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.71 16.00 0.169 8.62 -16.17 UR-LL diag 4.68 16.00 0.293 12.29 -11.63 LR-UL diag 4.15 16.00 0.259 12.29 -11.63 Bot chord 2.56 16.00 0.160 17.29 -9.22 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 18 Girder 2 Shapes Brace 18 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 19 Girder 2 Shapes Brace 19 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 19 - HS Girder 2 Forces - HS Forces on Brace 19 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -6.33 -0.61 11.24 -14.26 0.00 Concurrent Mom -84.92 89.94 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 34.94 2.43 112.61 -76.21 0.00 Concurrent shear -12.66 9.45 k Moment from fatigue trk 7.25 -15.39 Concurrent Shr -0.34 0.92 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -8.23 -1.73 116.06 -102.41 0.00 Concurrent shear -9.69 14.24 k Moment from fatigue trk 92.05 -76.41 Concurrent Shr -5.55 9.03 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.37 0.09 7.94 -13.04 8.82 -17.17 0.00 0.00 UR-LL diag 7.89 0.77 17.68 -13.81 18.21 -18.12 0.00 0.00 LR-UL diag -8.00 -0.76 14.41 -18.12 17.68 -17.54 0.00 0.00 Bot chord 1.47 -0.10 13.94 -8.49 18.36 -9.43 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 19 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.48 208.33 0.084 38.95 205.59 0.189 UR-LL diag 50.79 143.75 0.353 28.07 103.11 0.272 LR-UL diag 27.00 143.75 0.188 50.72 103.11 0.492 Bot chord 41.64 261.49 0.159 18.69 259.35 0.072 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.45 208.33 0.065 29.96 205.59 0.146 UR-LL diag 39.07 143.75 0.272 21.59 103.11 0.209 LR-UL diag 20.77 143.75 0.144 39.02 103.11 0.378 Bot chord 32.03 261.49 0.122 14.38 259.35 0.055 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.66 16.00 0.166 8.35 -16.00 UR-LL diag 4.44 16.00 0.277 11.65 -11.02 LR-UL diag 3.93 16.00 0.246 11.65 -11.02 Bot chord 2.52 16.00 0.158 17.10 -8.93 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 19 Girder 2 Shapes Brace 19 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 20 Girder 2 Shapes Brace 20 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 20 - HS Girder 2 Forces - HS Forces on Brace 20 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -2.25 -0.21 10.93 -12.69 0.00 Concurrent Mom -64.98 69.27 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 13.81 0.66 93.93 -68.43 0.00 Concurrent shear -9.52 8.61 k Moment from fatigue trk 5.87 -10.62 Concurrent Shr -0.26 0.63 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.53 -0.77 95.15 -88.93 0.00 Concurrent shear -8.81 12.38 k Moment from fatigue trk 77.05 -68.14 Concurrent Shr -5.07 7.95 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.82 0.07 6.90 -12.03 7.64 -13.12 0.00 0.00 UR-LL diag 2.79 0.27 15.84 -13.59 15.83 -16.03 0.00 0.00 LR-UL diag -2.85 -0.26 13.85 -16.03 15.84 -15.26 0.00 0.00 Bot chord 0.88 -0.08 12.86 -7.38 14.03 -8.17 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 20 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 15.62 208.33 0.075 29.46 205.58 0.143 UR-LL diag 38.35 143.75 0.267 30.82 103.10 0.299 LR-UL diag 30.33 143.75 0.211 38.85 103.10 0.377 Bot chord 31.49 261.49 0.120 16.70 259.33 0.064 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 12.01 208.33 0.058 22.66 205.58 0.110 UR-LL diag 29.50 143.75 0.205 23.71 103.10 0.230 LR-UL diag 23.33 143.75 0.162 29.88 103.10 0.290 Bot chord 24.23 261.49 0.093 12.84 259.33 0.050 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.26 16.00 0.141 7.57 -12.92 UR-LL diag 3.46 16.00 0.216 10.26 -9.69 LR-UL diag 3.46 16.00 0.216 10.26 -9.69 Bot chord 2.10 16.00 0.131 13.81 -8.09 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 20 Girder 2 Shapes Brace 20 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 21 Girder 2 Shapes Brace 21 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 21 - HS Girder 2 Forces - HS Forces on Brace 21 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 3.51 0.36 8.25 -7.99 0.00 Concurrent Mom -29.80 41.51 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -10.03 -1.32 53.83 -49.71 0.00 Concurrent shear -6.16 7.24 k Moment from fatigue trk 3.24 -5.23 Concurrent Shr -0.10 0.31 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 13.93 1.12 55.75 -55.15 0.00 Concurrent shear -5.43 7.19 k Moment from fatigue trk 45.57 -40.19 Concurrent Shr -3.69 4.62 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.49 -0.08 3.92 -6.11 5.28 -7.39 0.00 0.00 UR-LL diag -4.47 -0.45 9.99 -10.43 10.28 -10.08 0.00 0.00 LR-UL diag 4.35 0.44 10.28 -10.08 9.99 -10.43 0.00 0.00 Bot chord 1.60 0.09 6.54 -4.19 7.90 -5.64 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 21 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 9.41 208.33 0.045 18.09 205.59 0.088 UR-LL diag 15.93 143.75 0.111 29.04 103.11 0.282 LR-UL diag 28.56 143.75 0.199 16.41 103.11 0.159 Bot chord 19.34 261.49 0.074 10.06 259.35 0.039 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 7.24 208.33 0.035 13.91 205.59 0.068 UR-LL diag 12.25 143.75 0.085 22.34 103.11 0.217 LR-UL diag 21.97 143.75 0.153 12.62 103.11 0.122 Bot chord 14.88 261.49 0.057 7.74 259.35 0.030 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.27 16.00 0.079 4.54 -6.87 UR-LL diag 1.74 16.00 0.109 5.97 -5.62 LR-UL diag 2.01 16.00 0.126 5.97 -5.62 Bot chord 1.16 16.00 0.073 7.35 -4.86 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 21 Girder 2 Shapes Brace 21 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 22 Girder 2 Shapes Brace 22 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.99 71.10 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.94 77.91 Bot chord: WT 8.00 x 25.00 62.79 69.76 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 22 - HS Girder 2 Forces - HS Forces on Brace 22 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 10.92 1.07 5.13 -1.56 0.00 Concurrent Mom -19.59 5.79 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -31.80 -3.11 6.38 -20.49 0.00 Concurrent shear -1.47 5.13 k Moment from fatigue trk 0.14 -0.64 Concurrent Shr -0.03 0.11 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 42.65 4.16 22.17 -7.45 0.00 Concurrent shear -4.27 1.56 k Moment from fatigue trk 14.44 -4.51 Concurrent Shr -2.64 0.80 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -4.49 -0.44 0.35 -0.99 0.35 -0.99 0.00 0.00 UR-LL diag -13.88 -1.35 1.97 -6.48 6.41 -5.38 0.00 0.00 LR-UL diag 13.54 1.32 6.41 -1.95 5.34 -6.48 0.00 0.00 Bot chord 4.80 0.47 1.06 -0.37 1.06 -0.37 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 22 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 8.57 205.56 0.042 UR-LL diag 0.00 143.75 0.000 33.87 103.07 0.329 LR-UL diag 33.24 143.75 0.231 0.00 103.07 0.000 Bot chord 9.16 261.49 0.035 0.00 259.30 0.000 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 6.59 205.56 0.032 UR-LL diag 0.00 143.75 0.000 26.06 103.07 0.253 LR-UL diag 25.57 143.75 0.178 0.00 103.07 0.000 Bot chord 7.05 261.49 0.027 0.00 259.30 0.000 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.07 16.00 0.004 0.19 -0.54 UR-LL diag 0.99 16.00 0.062 3.29 -3.33 LR-UL diag 1.30 16.00 0.081 3.29 -3.33 Bot chord 0.08 16.00 0.005 0.58 -0.21 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 22 Girder 2 Shapes Brace 22 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.99 71.10 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.94 77.91 Bot chord: WT 8.00 x 25.00 62.79 69.76 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 23 Girder 2 Shapes Brace 23 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.98 71.09 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.93 77.90 Bot chord: WT 8.00 x 25.00 62.78 69.75 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 23 - HS Girder 2 Forces - HS Forces on Brace 23 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 7.43 0.71 8.61 -6.94 0.00 Concurrent Mom -34.74 34.68 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -19.20 -1.67 46.45 -47.30 0.00 Concurrent shear -5.54 6.85 k Moment from fatigue trk 2.82 -4.56 Concurrent Shr -0.06 0.23 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 31.48 3.21 60.34 -49.40 0.00 Concurrent shear -6.72 6.40 k Moment from fatigue trk 44.04 -36.17 Concurrent Shr -3.62 2.42 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -3.65 -0.39 3.77 -5.02 4.78 -7.06 0.00 0.00 UR-LL diag -9.47 -0.91 8.69 -10.86 10.77 -8.74 0.00 0.00 LR-UL diag 9.19 0.88 10.77 -8.74 8.69 -10.86 0.00 0.00 Bot chord 3.90 0.42 5.37 -4.03 7.54 -5.11 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 23 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 5.13 208.33 0.025 20.57 205.57 0.100 UR-LL diag 9.88 143.75 0.069 37.07 103.08 0.360 LR-UL diag 36.47 143.75 0.254 10.48 103.08 0.102 Bot chord 21.99 261.49 0.084 5.48 259.32 0.021 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 3.94 208.33 0.019 15.82 205.57 0.077 UR-LL diag 7.60 143.75 0.053 28.51 103.08 0.277 LR-UL diag 28.06 143.75 0.195 8.06 103.08 0.078 Bot chord 16.92 261.49 0.065 4.22 259.32 0.016 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.20 16.00 0.075 6.01 -6.58 UR-LL diag 1.36 16.00 0.085 4.30 -4.79 LR-UL diag 1.78 16.00 0.111 4.30 -4.79 Bot chord 1.45 16.00 0.091 7.03 -6.43 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 23 Girder 2 Shapes Brace 23 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.98 71.09 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.93 77.90 Bot chord: WT 8.00 x 25.00 62.78 69.75 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 24 Girder 2 Shapes Brace 24 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.98 71.09 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.93 77.90 Bot chord: WT 8.00 x 25.00 62.77 69.75 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 24 - HS Girder 2 Forces - HS Forces on Brace 24 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.24 0.51 11.25 -10.56 0.00 Concurrent Mom -49.19 60.38 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -8.87 -0.51 84.63 -71.54 0.00 Concurrent shear -8.06 8.29 k Moment from fatigue trk 5.07 -8.84 Concurrent Shr -0.13 0.36 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 26.89 2.96 94.11 -80.80 0.00 Concurrent shear -9.50 9.66 k Moment from fatigue trk 69.91 -63.51 Concurrent Shr -5.22 5.82 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -3.70 -0.44 8.00 -11.41 8.72 -12.10 0.00 0.00 UR-LL diag -6.72 -0.66 13.16 -14.15 14.10 -13.37 0.00 0.00 LR-UL diag 6.44 0.62 14.10 -13.37 13.16 -14.15 0.00 0.00 Bot chord 3.95 0.47 12.20 -8.56 12.94 -9.32 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 24 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.54 208.33 0.065 31.65 205.57 0.154 UR-LL diag 21.02 143.75 0.146 40.31 103.09 0.391 LR-UL diag 39.79 143.75 0.277 21.53 103.09 0.209 Bot chord 33.84 261.49 0.129 14.47 259.32 0.056 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 10.41 208.33 0.050 24.35 205.57 0.118 UR-LL diag 16.17 143.75 0.112 31.00 103.09 0.301 LR-UL diag 30.61 143.75 0.213 16.56 103.09 0.161 Bot chord 26.03 261.49 0.100 11.13 259.32 0.043 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.24 16.00 0.140 8.82 -11.03 UR-LL diag 2.19 16.00 0.137 7.64 -6.97 LR-UL diag 2.86 16.00 0.179 7.64 -6.97 Bot chord 1.99 16.00 0.124 11.79 -9.43 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 24 Girder 2 Shapes Brace 24 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.98 71.09 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.93 77.90 Bot chord: WT 8.00 x 25.00 62.77 69.75 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 25 Girder 2 Shapes Brace 25 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.00 71.11 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.95 77.92 Bot chord: WT 8.00 x 25.00 62.79 69.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 25 - HS Girder 2 Forces - HS Forces on Brace 25 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.93 0.17 19.72 -22.94 0.00 Concurrent Mom -161.51 89.76 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 8.09 0.84 93.40 -67.69 0.00 Concurrent shear -14.56 16.35 k Moment from fatigue trk 13.57 -27.16 Concurrent Shr -1.09 2.44 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.78 1.98 178.23 -176.33 0.00 Concurrent shear -18.66 22.72 k Moment from fatigue trk 134.41 -136.44 Concurrent Shr -12.44 15.41 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.92 -0.39 16.95 -6.29 17.18 -22.16 0.00 0.00 UR-LL diag 1.13 -0.22 28.96 -24.12 29.17 -28.67 0.00 0.00 LR-UL diag -1.20 0.20 25.40 -28.67 28.96 -27.88 0.00 0.00 Bot chord 0.98 0.41 6.72 -18.13 23.69 -18.37 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 25 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 35.61 208.33 0.171 49.81 205.55 0.242 UR-LL diag 64.51 143.75 0.449 61.06 103.06 0.592 LR-UL diag 61.57 143.75 0.428 63.53 103.06 0.616 Bot chord 53.25 261.49 0.204 38.07 259.29 0.147 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 27.39 208.33 0.131 38.31 205.55 0.186 UR-LL diag 49.63 143.75 0.345 46.97 103.06 0.456 LR-UL diag 47.36 143.75 0.329 48.87 103.06 0.474 Bot chord 40.96 261.49 0.157 29.28 259.29 0.113 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 3.89 16.00 0.243 15.71 -18.53 UR-LL diag 6.72 16.00 0.420 19.94 -18.76 LR-UL diag 6.72 16.00 0.420 19.94 -18.76 Bot chord 3.41 16.00 0.213 19.81 -16.80 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 25 Girder 2 Shapes Brace 25 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.00 71.11 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.95 77.92 Bot chord: WT 8.00 x 25.00 62.79 69.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 26 Girder 2 Shapes Brace 26 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.00 71.12 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.95 77.92 Bot chord: WT 8.00 x 25.00 62.80 69.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 26 - HS Girder 2 Forces - HS Forces on Brace 26 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.32 0.18 10.00 -11.82 0.00 Concurrent Mom -72.36 98.59 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 23.42 2.11 107.77 -84.07 0.00 Concurrent shear -8.87 6.52 k Moment from fatigue trk 6.23 -13.38 Concurrent Shr -0.18 0.64 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 14.43 3.31 109.06 -96.65 0.00 Concurrent shear -8.74 11.05 k Moment from fatigue trk 85.88 -71.80 Concurrent Shr -4.24 1.41 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -4.17 -0.70 12.99 -16.08 10.98 -16.54 0.00 0.00 UR-LL diag 1.50 -0.25 14.45 -12.32 14.29 -15.25 0.00 0.00 LR-UL diag -1.81 0.19 12.80 -15.25 14.45 -13.46 0.00 0.00 Bot chord 4.46 0.75 17.19 -13.89 17.69 -11.74 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 26 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 21.86 208.33 0.105 42.26 205.54 0.206 UR-LL diag 33.00 143.75 0.230 31.48 103.05 0.305 LR-UL diag 29.27 143.75 0.204 35.21 103.05 0.342 Bot chord 45.18 261.49 0.173 23.38 259.28 0.090 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 16.82 208.33 0.081 32.51 205.54 0.158 UR-LL diag 25.38 143.75 0.177 24.22 103.05 0.235 LR-UL diag 22.52 143.75 0.157 27.08 103.05 0.263 Bot chord 34.75 261.49 0.133 17.98 259.28 0.069 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 3.65 16.00 0.228 15.72 -15.97 UR-LL diag 1.81 16.00 0.113 4.72 -5.93 LR-UL diag 2.08 16.00 0.130 4.72 -5.93 Bot chord 3.12 16.00 0.195 17.07 -16.81 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 26 Girder 2 Shapes Brace 26 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.00 71.12 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.95 77.92 Bot chord: WT 8.00 x 25.00 62.80 69.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 27 Girder 2 Shapes Brace 27 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.01 71.12 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.96 77.93 Bot chord: WT 8.00 x 25.00 62.80 69.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 27 - HS Girder 2 Forces - HS Forces on Brace 27 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -11.01 -0.68 7.75 -13.12 0.00 Concurrent Mom -68.75 97.99 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 36.69 3.45 113.18 -78.74 0.00 Concurrent shear -12.08 4.84 k Moment from fatigue trk 4.71 -10.51 Concurrent Shr -0.20 0.43 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -38.37 -1.19 86.23 -98.99 0.00 Concurrent shear -5.58 13.09 k Moment from fatigue trk 64.89 -77.49 Concurrent Shr -2.50 8.75 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord 3.42 -0.07 13.58 -13.81 9.27 -14.56 0.00 0.00 UR-LL diag 13.95 0.85 16.14 -9.43 16.79 -16.82 0.00 0.00 LR-UL diag -13.69 -0.86 10.03 -16.82 16.14 -16.09 0.00 0.00 Bot chord -3.66 0.08 14.77 -14.52 15.57 -9.91 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 27 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 33.83 208.33 0.162 27.27 205.53 0.133 UR-LL diag 55.70 143.75 0.387 17.26 103.04 0.168 LR-UL diag 16.12 143.75 0.112 55.42 103.04 0.538 Bot chord 29.15 261.49 0.111 36.17 259.27 0.140 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 26.03 208.33 0.125 20.97 205.53 0.102 UR-LL diag 42.84 143.75 0.298 13.28 103.04 0.129 LR-UL diag 12.40 143.75 0.086 42.63 103.04 0.414 Bot chord 22.42 261.49 0.086 27.83 259.27 0.107 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.43 16.00 0.152 8.93 -12.85 UR-LL diag 4.30 16.00 0.269 11.32 -10.65 LR-UL diag 3.81 16.00 0.238 11.32 -10.65 Bot chord 2.21 16.00 0.138 13.74 -9.54 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 27 Girder 2 Shapes Brace 27 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.01 71.12 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.96 77.93 Bot chord: WT 8.00 x 25.00 62.80 69.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 28 Girder 2 Shapes Brace 28 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.02 71.13 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.97 77.94 Bot chord: WT 8.00 x 25.00 62.81 69.79 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 28 - HS Girder 2 Forces - HS Forces on Brace 28 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -10.77 -0.76 8.50 -14.62 0.00 Concurrent Mom -75.84 96.08 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 27.74 2.92 108.09 -72.57 0.00 Concurrent shear -12.33 6.54 k Moment from fatigue trk 4.77 -9.33 Concurrent Shr -0.25 0.48 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -45.75 -2.27 84.76 -104.46 0.00 Concurrent shear -6.74 14.42 k Moment from fatigue trk 63.98 -84.20 Concurrent Shr -3.86 9.79 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord 5.32 0.14 10.20 -12.30 9.10 -12.91 0.00 0.00 UR-LL diag 13.73 0.96 18.10 -10.34 18.45 -18.62 0.00 0.00 LR-UL diag -13.33 -0.95 11.00 -18.62 18.10 -17.77 0.00 0.00 Bot chord -5.69 -0.15 13.15 -10.91 13.81 -9.73 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 28 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 29.24 208.33 0.140 20.93 205.52 0.102 UR-LL diag 59.17 143.75 0.412 21.32 103.03 0.207 LR-UL diag 20.73 143.75 0.144 58.99 103.03 0.573 Bot chord 22.38 261.49 0.086 31.27 259.25 0.121 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 22.50 208.33 0.108 16.10 205.52 0.078 UR-LL diag 45.51 143.75 0.317 16.40 103.03 0.159 LR-UL diag 15.95 143.75 0.111 45.38 103.03 0.440 Bot chord 17.21 261.49 0.066 24.05 259.25 0.093 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.33 16.00 0.145 9.37 -11.11 UR-LL diag 4.81 16.00 0.301 12.66 -11.95 LR-UL diag 4.27 16.00 0.267 12.66 -11.95 Bot chord 2.04 16.00 0.128 11.88 -10.02 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 28 Girder 2 Shapes Brace 28 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.02 71.13 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.97 77.94 Bot chord: WT 8.00 x 25.00 62.81 69.79 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 29 Girder 2 Shapes Brace 29 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.04 71.15 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.99 77.96 Bot chord: WT 8.00 x 25.00 62.83 69.81 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 29 - HS Girder 2 Forces - HS Forces on Brace 29 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -6.36 -0.43 8.92 -13.90 0.00 Concurrent Mom -65.50 71.76 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 10.87 1.47 97.10 -68.37 0.00 Concurrent shear -11.21 6.55 k Moment from fatigue trk 4.24 -7.54 Concurrent Shr -0.25 0.45 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -32.53 -1.48 81.97 -96.54 0.00 Concurrent shear -6.79 13.38 k Moment from fatigue trk 61.66 -79.45 Concurrent Shr -3.64 9.36 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord 4.47 0.13 9.17 -10.91 8.35 -12.19 0.00 0.00 UR-LL diag 8.16 0.55 17.39 -10.99 17.13 -17.53 0.00 0.00 LR-UL diag -7.83 -0.54 11.43 -17.53 17.39 -16.50 0.00 0.00 Bot chord -4.78 -0.14 11.66 -9.81 13.03 -8.93 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 29 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 25.89 208.33 0.124 20.48 205.50 0.100 UR-LL diag 49.08 143.75 0.341 26.73 103.01 0.259 LR-UL diag 26.88 143.75 0.187 48.93 103.01 0.475 Bot chord 21.89 261.49 0.084 27.68 259.23 0.107 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 19.92 208.33 0.096 15.75 205.50 0.077 UR-LL diag 37.76 143.75 0.263 20.56 103.01 0.200 LR-UL diag 20.68 143.75 0.144 37.64 103.01 0.365 Bot chord 16.84 261.49 0.064 21.29 259.23 0.082 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.21 16.00 0.138 8.71 -10.80 UR-LL diag 4.60 16.00 0.288 12.09 -11.43 LR-UL diag 4.08 16.00 0.255 12.09 -11.43 Bot chord 1.95 16.00 0.122 11.55 -9.31 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 29 Girder 2 Shapes Brace 29 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.04 71.15 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.99 77.96 Bot chord: WT 8.00 x 25.00 62.83 69.81 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 30 Girder 2 Shapes Brace 30 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.05 71.17 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.01 77.97 Bot chord: WT 8.00 x 25.00 62.84 69.83 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 30 - HS Girder 2 Forces - HS Forces on Brace 30 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.90 0.03 9.05 -11.98 0.00 Concurrent Mom -49.34 56.33 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -5.75 -0.15 79.19 -62.32 0.00 Concurrent shear -9.10 6.91 k Moment from fatigue trk 3.13 -5.15 Concurrent Shr -0.20 0.34 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -11.89 0.06 72.63 -79.52 0.00 Concurrent shear -6.90 11.40 k Moment from fatigue trk 54.83 -64.20 Concurrent Shr -3.68 7.53 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord 2.39 0.00 7.31 -8.93 6.46 -9.81 0.00 0.00 UR-LL diag 1.22 -0.04 15.04 -11.30 14.56 -15.06 0.00 0.00 LR-UL diag -1.04 0.04 11.44 -15.06 15.04 -14.08 0.00 0.00 Bot chord -2.55 0.00 9.55 -7.81 10.49 -6.90 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 30 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 18.98 208.33 0.091 18.19 205.47 0.089 UR-LL diag 34.19 143.75 0.238 31.15 102.98 0.302 LR-UL diag 31.35 143.75 0.218 33.99 102.98 0.330 Bot chord 19.45 261.49 0.074 20.29 259.20 0.078 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 14.60 208.33 0.070 13.99 205.47 0.068 UR-LL diag 26.30 143.75 0.183 23.96 102.98 0.233 LR-UL diag 24.11 143.75 0.168 26.15 102.98 0.254 Bot chord 14.96 261.49 0.057 15.61 259.20 0.060 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.82 16.00 0.114 7.08 -9.10 UR-LL diag 3.28 16.00 0.205 9.73 -9.19 LR-UL diag 3.28 16.00 0.205 9.73 -9.19 Bot chord 1.62 16.00 0.102 9.73 -7.57 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 30 Girder 2 Shapes Brace 30 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.05 71.17 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.01 77.97 Bot chord: WT 8.00 x 25.00 62.84 69.83 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 31 Girder 2 Shapes Brace 31 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.07 71.19 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.03 77.99 Bot chord: WT 8.00 x 25.00 62.86 69.84 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 31 - HS Girder 2 Forces - HS Forces on Brace 31 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.47 0.58 7.46 -7.42 0.00 Concurrent Mom -24.38 33.52 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -22.05 -1.83 47.19 -47.09 0.00 Concurrent shear -5.43 6.34 k Moment from fatigue trk 1.52 -2.53 Concurrent Shr -0.09 0.18 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 15.23 2.15 49.10 -49.99 0.00 Concurrent shear -7.26 6.93 k Moment from fatigue trk 37.77 -38.09 Concurrent Shr -4.50 4.52 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.78 -0.21 4.28 -5.32 4.32 -3.74 0.00 0.00 UR-LL diag -6.90 -0.74 9.33 -9.46 9.28 -9.31 0.00 0.00 LR-UL diag 6.84 0.72 9.28 -9.31 9.33 -9.46 0.00 0.00 Bot chord 0.83 0.22 5.69 -4.58 4.00 -4.62 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 31 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 8.10 208.33 0.039 12.84 205.45 0.062 UR-LL diag 10.32 143.75 0.072 30.48 102.96 0.296 LR-UL diag 30.09 143.75 0.209 10.71 102.96 0.104 Bot chord 13.73 261.49 0.052 8.66 259.17 0.033 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 6.23 208.33 0.030 9.87 205.45 0.048 UR-LL diag 7.94 143.75 0.055 23.45 102.96 0.228 LR-UL diag 23.14 143.75 0.161 8.24 102.96 0.080 Bot chord 10.56 261.49 0.040 6.66 259.17 0.026 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.95 16.00 0.059 4.14 -4.08 UR-LL diag 1.75 16.00 0.109 5.84 -5.81 LR-UL diag 2.01 16.00 0.126 5.84 -5.81 Bot chord 0.81 16.00 0.050 4.37 -4.42 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 31 Girder 2 Shapes Brace 31 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.07 71.19 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.03 77.99 Bot chord: WT 8.00 x 25.00 62.86 69.84 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 32 Girder 2 Shapes Brace 32 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.18 71.32 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.17 78.11 Bot chord: WT 8.00 x 25.00 62.97 69.97 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 32 - HS Girder 2 Forces - HS Forces on Brace 32 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 13.73 1.35 5.42 -0.91 0.00 Concurrent Mom -20.25 3.72 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -38.83 -3.82 4.19 -21.60 0.00 Concurrent shear -0.89 5.37 k Moment from fatigue trk 0.05 -0.32 Concurrent Shr -0.01 0.05 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 54.84 5.41 23.80 -3.83 0.00 Concurrent shear -4.60 0.91 k Moment from fatigue trk 17.01 -2.68 Concurrent Shr -2.97 0.58 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -5.98 -0.59 0.12 -1.17 0.12 -1.17 0.00 0.00 UR-LL diag -17.51 -1.73 1.15 -6.86 6.77 -5.82 0.00 0.00 LR-UL diag 17.06 1.68 6.77 -1.14 5.77 -6.86 0.00 0.00 Bot chord 6.40 0.63 1.25 -0.13 1.25 -0.13 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 32 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 11.08 205.29 0.054 UR-LL diag 0.00 143.75 0.000 39.91 102.79 0.388 LR-UL diag 39.07 143.75 0.272 0.00 102.79 0.000 Bot chord 11.85 261.49 0.045 0.00 258.98 0.000 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 8.52 205.29 0.042 UR-LL diag 0.00 143.75 0.000 30.70 102.79 0.299 LR-UL diag 30.05 143.75 0.209 0.00 102.79 0.000 Bot chord 9.11 261.49 0.035 0.00 258.98 0.000 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.08 16.00 0.005 0.02 -0.79 UR-LL diag 1.12 16.00 0.070 3.71 -3.76 LR-UL diag 1.46 16.00 0.091 3.71 -3.76 Bot chord 0.09 16.00 0.006 0.84 -0.02 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 32 Girder 2 Shapes Brace 32 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.18 71.32 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.17 78.11 Bot chord: WT 8.00 x 25.00 62.97 69.97 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 33 Girder 2 Shapes Brace 33 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.35 71.49 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.36 78.27 Bot chord: WT 8.00 x 25.00 63.13 70.15 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 33 - HS Girder 2 Forces - HS Forces on Brace 33 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 7.74 0.73 8.97 -7.81 0.00 Concurrent Mom -33.06 39.91 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -17.59 -2.22 54.83 -50.61 0.00 Concurrent shear -4.88 8.39 k Moment from fatigue trk 1.50 -1.57 Concurrent Shr -0.05 0.12 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 35.17 2.73 63.12 -53.59 0.00 Concurrent shear -6.81 7.26 k Moment from fatigue trk 50.40 -38.83 Concurrent Shr -4.30 2.80 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -4.42 -0.28 2.80 -7.74 4.78 -7.59 0.00 0.00 UR-LL diag -9.93 -0.93 9.82 -11.40 11.24 -9.89 0.00 0.00 LR-UL diag 9.59 0.90 11.24 -9.89 9.82 -11.40 0.00 0.00 Bot chord 4.73 0.30 8.28 -2.99 8.11 -5.11 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 33 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 4.26 208.33 0.020 22.92 205.06 0.112 UR-LL diag 10.29 143.75 0.072 38.85 102.55 0.379 LR-UL diag 38.05 143.75 0.265 11.10 102.55 0.108 Bot chord 24.51 261.49 0.094 4.56 258.71 0.018 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 3.28 208.33 0.016 17.63 205.06 0.086 UR-LL diag 7.92 143.75 0.055 29.88 102.55 0.291 LR-UL diag 29.27 143.75 0.204 8.54 102.55 0.083 Bot chord 18.85 261.49 0.072 3.51 258.71 0.014 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.29 16.00 0.081 6.22 -7.33 UR-LL diag 1.63 16.00 0.102 5.15 -5.70 LR-UL diag 2.12 16.00 0.133 5.15 -5.70 Bot chord 1.56 16.00 0.097 7.84 -6.65 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 33 Girder 2 Shapes Brace 33 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.35 71.49 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.36 78.27 Bot chord: WT 8.00 x 25.00 63.13 70.15 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 34 Girder 2 Shapes Brace 34 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.59 71.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.65 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 34 - HS Girder 2 Forces - HS Forces on Brace 34 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.15 0.19 10.52 -10.46 0.00 Concurrent Mom -32.26 63.93 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.44 -0.88 94.31 -70.87 0.00 Concurrent shear -7.57 8.86 k Moment from fatigue trk 2.28 -2.06 Concurrent Shr -0.07 0.12 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 15.10 0.40 89.63 -79.67 0.00 Concurrent shear -8.30 10.19 k Moment from fatigue trk 73.11 -62.36 Concurrent Shr -4.93 5.54 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.52 0.00 7.12 -14.21 7.74 -12.27 0.00 0.00 UR-LL diag -2.82 -0.24 13.10 -13.46 13.19 -13.38 0.00 0.00 LR-UL diag 2.62 0.24 13.16 -13.38 13.10 -13.46 0.00 0.00 Bot chord 2.70 0.00 15.20 -7.61 13.12 -8.27 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 34 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.52 208.33 0.065 34.12 204.71 0.167 UR-LL diag 24.67 143.75 0.172 33.20 102.17 0.325 LR-UL diag 32.29 143.75 0.225 25.51 102.17 0.250 Bot chord 36.49 261.49 0.140 14.46 258.28 0.056 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 10.40 208.33 0.050 26.25 204.71 0.128 UR-LL diag 18.98 143.75 0.132 25.54 102.17 0.250 LR-UL diag 24.83 143.75 0.173 19.62 102.17 0.192 Bot chord 28.07 261.49 0.107 11.12 258.28 0.043 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.34 16.00 0.146 8.80 -12.07 UR-LL diag 2.44 16.00 0.153 7.34 -6.69 LR-UL diag 2.44 16.00 0.153 7.34 -6.69 Bot chord 2.11 16.00 0.132 12.91 -9.41 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 34 Girder 2 Shapes Brace 34 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.59 71.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.65 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 35 Girder 2 Shapes Brace 35 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.59 71.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.65 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 35 - HS Girder 2 Forces - HS Forces on Brace 35 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.34 -0.11 21.17 -20.05 0.00 Concurrent Mom -48.53 74.40 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 9.40 -0.30 92.27 -71.67 0.00 Concurrent shear -8.03 16.87 k Moment from fatigue trk 5.93 -6.57 Concurrent Shr -0.54 0.68 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 11.72 -1.01 191.37 -153.53 0.00 Concurrent shear -19.95 19.95 k Moment from fatigue trk 154.01 -126.90 Concurrent Shr -13.65 13.65 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.65 0.19 4.60 -13.20 14.56 -23.67 0.00 0.00 UR-LL diag -0.53 0.14 25.54 -27.26 26.34 -26.15 0.00 0.00 LR-UL diag 0.33 -0.13 26.34 -25.20 25.54 -27.26 0.00 0.00 Bot chord 2.83 -0.20 14.12 -4.92 25.31 -15.57 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 35 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 28.41 208.33 0.136 54.58 204.71 0.267 UR-LL diag 56.68 143.75 0.394 59.68 102.17 0.584 LR-UL diag 57.45 143.75 0.400 58.91 102.17 0.577 Bot chord 58.37 261.49 0.223 30.38 258.28 0.118 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 21.86 208.33 0.105 41.99 204.71 0.205 UR-LL diag 43.60 143.75 0.303 45.91 102.17 0.449 LR-UL diag 44.19 143.75 0.307 45.31 102.17 0.444 Bot chord 44.90 261.49 0.172 23.37 258.28 0.090 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 4.13 16.00 0.258 15.23 -21.76 UR-LL diag 6.21 16.00 0.388 17.85 -18.10 LR-UL diag 6.21 16.00 0.388 17.85 -18.10 Bot chord 3.75 16.00 0.234 23.27 -16.29 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 35 Girder 2 Shapes Brace 35 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.59 71.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.65 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 36 Girder 2 Shapes Brace 36 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.59 71.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.65 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 36 - HS Girder 2 Forces - HS Forces on Brace 36 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 10.06 0.94 14.46 -10.15 0.00 Concurrent Mom -38.94 95.22 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 14.41 -0.53 97.01 -80.35 0.00 Concurrent shear -9.34 5.89 k Moment from fatigue trk 2.44 -3.09 Concurrent Shr -0.11 0.25 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 83.06 5.91 131.48 -71.44 0.00 Concurrent shear -11.65 10.10 k Moment from fatigue trk 109.00 -57.07 Concurrent Shr -6.69 5.75 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -14.78 -0.93 12.74 -12.87 5.85 -18.58 0.00 0.00 UR-LL diag -13.30 -1.23 12.41 -18.57 18.05 -15.44 0.00 0.00 LR-UL diag 12.18 1.16 18.05 -13.29 14.04 -18.57 0.00 0.00 Bot chord 15.81 1.00 13.76 -13.62 19.87 -6.26 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 36 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 7.22 208.33 0.035 60.77 204.71 0.297 UR-LL diag 20.29 143.75 0.141 59.19 102.17 0.579 LR-UL diag 56.52 143.75 0.393 22.96 102.17 0.225 Bot chord 64.99 261.49 0.249 7.72 258.28 0.030 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 5.55 208.33 0.027 46.74 204.71 0.228 UR-LL diag 15.61 143.75 0.109 45.53 102.17 0.446 LR-UL diag 43.48 143.75 0.302 17.66 102.17 0.173 Bot chord 49.99 261.49 0.191 5.94 258.28 0.023 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.48 16.00 0.155 7.28 -18.74 UR-LL diag 2.54 16.00 0.159 7.76 -9.17 LR-UL diag 3.31 16.00 0.207 7.76 -9.17 Bot chord 2.99 16.00 0.187 20.04 -7.79 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 36 Girder 2 Shapes Brace 36 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.59 71.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.65 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 37 Girder 2 Shapes Brace 37 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.59 71.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.65 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 37 - HS Girder 2 Forces - HS Forces on Brace 37 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.08 0.19 11.83 -10.53 0.00 Concurrent Mom -28.45 88.83 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 33.23 1.10 99.21 -71.38 0.00 Concurrent shear -7.04 3.15 k Moment from fatigue trk 1.57 -1.79 Concurrent Shr -0.06 0.14 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 32.69 2.38 112.16 -68.74 0.00 Concurrent shear -9.53 9.13 k Moment from fatigue trk 89.90 -54.42 Concurrent Shr -6.46 6.01 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -7.92 -0.48 13.66 -15.98 6.30 -16.31 0.00 0.00 UR-LL diag -0.20 -0.26 12.97 -15.22 14.74 -13.69 0.00 0.00 LR-UL diag -0.40 0.22 14.74 -13.69 12.97 -15.22 0.00 0.00 Bot chord 8.46 0.51 17.09 -14.60 17.44 -6.73 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 37 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 18.74 208.33 0.090 46.32 204.71 0.226 UR-LL diag 31.40 143.75 0.218 33.64 102.17 0.329 LR-UL diag 31.76 143.75 0.221 33.28 102.17 0.326 Bot chord 49.54 261.49 0.189 20.04 258.28 0.078 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 14.42 208.33 0.069 35.63 204.71 0.174 UR-LL diag 24.15 143.75 0.168 25.88 102.17 0.253 LR-UL diag 24.43 143.75 0.170 25.60 102.17 0.251 Bot chord 38.11 261.49 0.146 15.42 258.28 0.060 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.98 16.00 0.124 6.35 -14.39 UR-LL diag 2.84 16.00 0.178 7.85 -8.72 LR-UL diag 3.24 16.00 0.203 7.85 -8.72 Bot chord 2.39 16.00 0.149 15.39 -6.79 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 37 Girder 2 Shapes Brace 37 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.59 71.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.65 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 38 Girder 2 Shapes Brace 38 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.59 71.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.65 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 38 - HS Girder 2 Forces - HS Forces on Brace 38 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.35 -0.01 10.80 -10.68 0.00 Concurrent Mom -22.06 68.92 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 24.44 0.95 93.44 -62.50 0.00 Concurrent shear -8.73 8.26 k Moment from fatigue trk 0.60 -0.31 Concurrent Shr 0.00 0.00 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 22.06 0.90 93.63 -69.81 0.00 Concurrent shear -9.07 9.49 k Moment from fatigue trk 74.22 -54.23 Concurrent Shr -5.39 6.02 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -5.50 -0.22 5.77 -12.70 6.15 -12.37 0.00 0.00 UR-LL diag 0.23 0.00 13.34 -13.93 13.41 -13.69 0.00 0.00 LR-UL diag -0.65 -0.02 13.41 -13.69 13.34 -13.93 0.00 0.00 Bot chord 5.88 0.24 13.58 -6.17 13.22 -6.58 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 38 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 5.93 208.33 0.028 35.00 204.71 0.171 UR-LL diag 29.42 143.75 0.205 29.93 102.17 0.293 LR-UL diag 28.24 143.75 0.196 31.10 102.17 0.304 Bot chord 37.43 261.49 0.143 6.34 258.28 0.025 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 4.56 208.33 0.022 26.92 204.71 0.132 UR-LL diag 22.63 143.75 0.157 23.02 102.17 0.225 LR-UL diag 21.73 143.75 0.151 23.92 102.17 0.234 Bot chord 28.79 261.49 0.110 4.88 258.28 0.019 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.73 16.00 0.108 6.30 -11.82 UR-LL diag 2.64 16.00 0.165 7.85 -7.38 LR-UL diag 2.98 16.00 0.186 7.85 -7.38 Bot chord 2.08 16.00 0.130 12.64 -6.74 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 38 Girder 2 Shapes Brace 38 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.59 71.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.65 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 39 Girder 2 Shapes Brace 39 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.59 71.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.65 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 2 To Adjacent Girder - Brace 39 - HS Girder 2 Forces - HS Forces on Brace 39 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.83 -0.21 8.38 -9.08 0.00 Concurrent Mom -28.15 44.21 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 13.08 0.62 59.54 -44.74 0.00 Concurrent shear -6.74 6.97 k Moment from fatigue trk 0.63 -0.55 Concurrent Shr -0.04 0.06 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.56 -0.84 58.83 -58.39 0.00 Concurrent shear -7.72 8.50 k Moment from fatigue trk 45.47 -44.48 Concurrent Shr -3.79 5.41 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.09 0.09 2.94 -6.77 4.52 -5.50 0.00 0.00 UR-LL diag 2.28 0.27 11.47 -10.71 10.93 -11.51 0.00 0.00 LR-UL diag -2.36 -0.27 10.51 -11.51 11.47 -10.71 0.00 0.00 Bot chord 1.16 -0.10 7.24 -3.15 5.88 -4.83 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 39 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 8.51 208.33 0.041 16.00 204.71 0.078 UR-LL diag 28.23 143.75 0.196 21.66 102.17 0.212 LR-UL diag 21.49 143.75 0.150 28.40 102.17 0.278 Bot chord 17.11 261.49 0.065 9.10 258.28 0.035 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 6.54 208.33 0.031 12.31 204.71 0.060 UR-LL diag 21.71 143.75 0.151 16.66 102.17 0.163 LR-UL diag 16.53 143.75 0.115 21.85 102.17 0.214 Bot chord 13.16 261.49 0.050 7.00 258.28 0.027 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.26 16.00 0.079 4.63 -6.69 UR-LL diag 2.38 16.00 0.148 7.02 -6.67 LR-UL diag 2.38 16.00 0.148 7.02 -6.67 Bot chord 1.15 16.00 0.072 7.15 -4.95 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 2 To Adjacent Girder - Brace 39 Girder 2 Shapes Brace 39 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.59 71.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.65 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 2 To Adjacent Girder - Brace 40 Girder 2 Shapes Brace 40 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 87.11 76.41 Diagonals: L 4.00 x 4.00 x 0.375 88.37 98.19 Bot chord: L 4.00 x 4.00 x 0.375 137.54 152.83 **** Violation Bottom chord slenderness violation at girder 2 brace 40 Service Forces - Girder 2 To Adjacent Girder - Brace 40 - HS Girder 2 Forces - HS Forces on Brace 40 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.07 -0.01 1.03 -1.37 0.00 Concurrent Mom -4.67 5.63 k-ft Moment at Girder 2 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.30 0.04 5.80 -4.32 0.00 Concurrent shear -1.36 1.03 k Moment from fatigue trk 0.09 -0.04 Concurrent Shr -0.02 0.01 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.41 -0.08 4.99 -6.93 0.00 Concurrent shear -1.03 1.37 k Moment from fatigue trk 4.19 -5.56 Concurrent Shr -0.77 1.01 Girder 2 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 2 at adj gd (+) (-) (+) (-) (+) (-) Top chd L 0.10 0.02 1.98 -1.48 1.73 -1.41 0.00 0.00 Top chd R -0.08 -0.01 1.17 -1.45 1.98 -1.66 0.00 0.00 UC-LL diag -0.11 -0.02 1.64 -2.18 2.18 -2.18 0.00 0.00 LR-UC diag 0.11 0.02 2.18 -1.64 2.18 -2.18 0.00 0.00 Bot chord -0.01 0.00 0.20 -0.29 0.11 -0.29 0.00 0.00 Stresses - Girder 2 To Adjacent Girder - Brace 40 - HS Girder 2 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 4.47 109.02 0.041 3.05 81.27 0.037 LR-UC diag 4.56 109.02 0.042 4.90 80.10 0.061 UC-LL diag 4.90 109.02 0.045 4.56 80.10 0.057 Bot chord 0.41 109.02 0.004 0.65 36.78 0.018 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 3.44 109.02 0.032 2.34 81.27 0.029 LR-UC diag 3.51 109.02 0.032 3.77 80.10 0.047 UC-LL diag 3.77 109.02 0.035 3.51 80.10 0.044 Bot chord 0.31 109.02 0.003 0.50 36.78 0.014 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.80 16.00 0.050 1.39 -1.11 UC-LL diag 0.73 16.00 0.046 1.61 -1.61 LR-UC diag 0.73 16.00 0.046 1.61 -1.61 Bot chord 0.05 16.00 0.003 0.10 -0.14 Tension Area Compression Area Top chord 2.18 2.86 Diag 2.18 2.86 Bot chord 2.18 2.86 Shapes - Girder 2 To Adjacent Girder - Brace 40 Girder 2 Shapes Brace 40 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 87.11 76.41 Diagonals: L 4.00 x 4.00 x 0.375 88.37 98.19 Bot chord: L 4.00 x 4.00 x 0.375 137.54 152.83 **** Violation Bottom chord slenderness violation at girder 2 brace 40 Summary of Performance Ratios - Girder 2 - HS (Performance ratios do not include the effect of connection eccentricity.) Bracing forces from loading in lane locations used for forces in associated girder. Combined Stresses Fatigue Stresses Brace Top Diag Bott Top Diag Bott Chord Chord Chord Chord 1 0.048 0.137 0.016 0.053 0.056 0.002 2 0.118 0.231 0.090 0.126 0.151 0.109 3 0.150 0.336 0.119 0.175 0.202 0.106 4 0.162 0.440 0.132 0.153 0.237 0.093 5 0.110 0.376 0.092 0.078 0.167 0.048 6 0.184 0.759 0.159 0.007 0.287 0.005 7 0.080 0.365 0.069 0.070 0.194 0.043 8 0.109 0.569 0.095 0.129 0.286 0.079 9 0.097 0.540 0.085 0.126 0.338 0.112 10 0.091 0.469 0.077 0.118 0.287 0.106 11 0.097 0.363 0.082 0.088 0.227 0.077 12 0.058 0.307 0.049 0.039 0.158 0.048 13 0.024 0.240 0.020 0.002 0.072 0.003 14 0.095 0.294 0.080 0.086 0.176 0.069 15 0.166 0.418 0.139 0.160 0.215 0.146 16 0.205 0.518 0.172 0.175 0.298 0.164 17 0.208 0.565 0.175 0.179 0.305 0.169 18 0.205 0.543 0.173 0.169 0.293 0.160 19 0.189 0.492 0.159 0.166 0.277 0.158 20 0.143 0.377 0.120 0.141 0.216 0.131 21 0.088 0.282 0.074 0.079 0.126 0.073 22 0.042 0.329 0.035 0.004 0.081 0.005 23 0.100 0.360 0.084 0.075 0.111 0.091 24 0.154 0.391 0.129 0.140 0.179 0.124 25 0.242 0.616 0.204 0.243 0.420 0.213 26 0.206 0.342 0.173 0.228 0.130 0.195 27 0.162 0.538 0.140 0.152 0.269 0.138 28 0.140 0.573 0.121 0.145 0.301 0.128 29 0.124 0.475 0.107 0.138 0.288 0.122 30 0.091 0.330 0.078 0.114 0.205 0.102 31 0.062 0.296 0.052 0.059 0.126 0.050 32 0.054 0.388 0.045 0.005 0.091 0.006 33 0.112 0.379 0.094 0.081 0.133 0.097 34 0.167 0.325 0.140 0.146 0.153 0.132 35 0.267 0.584 0.223 0.258 0.388 0.234 36 0.297 0.579 0.249 0.155 0.207 0.187 37 0.226 0.329 0.189 0.124 0.203 0.149 38 0.171 0.304 0.143 0.108 0.186 0.130 39 0.078 0.278 0.065 0.079 0.148 0.072 40 0.041 0.116 0.018 0.050 0.046 0.003 Summary of Rating Factors - Girder 2 - HS Girder 2 Summary of Rating Factors Brace Governing Capacity Dead LL+I Inventory Operating Member Effect Effect 1 diag 96.90 0.16 2.63 16.93 28.22 2 diag 136.89 0.14 14.51 4.34 7.24 3 diag 130.94 3.59 18.11 3.21 5.35 4 diag 124.42 11.56 18.30 2.75 4.59 5 diag 117.25 11.00 13.72 3.46 5.76 6 diag 109.41 30.85 19.79 1.61 2.69 7 diag 109.39 8.31 13.44 3.38 5.64 8 diag 109.39 13.37 20.69 2.05 3.42 9 diag 109.40 7.73 22.58 2.03 3.38 10 diag 109.39 3.20 21.72 2.23 3.72 11 diag 109.41 2.16 17.02 2.89 4.81 12 diag 109.37 9.42 9.80 4.57 7.61 13 diag 103.13 10.50 5.12 8.05 13.42 14 diag 103.14 2.43 12.51 3.68 6.14 15 diag 103.10 4.26 17.27 2.60 4.34 16 diag 103.11 9.55 18.87 2.22 3.69 17 diag 103.12 12.59 19.28 2.07 3.46 18 diag 103.10 11.57 18.84 2.15 3.59 19 diag 103.11 8.76 18.12 2.33 3.89 20 diag 103.10 3.11 16.03 2.85 4.75 21 diag 103.11 4.92 10.43 4.27 7.12 22 diag 103.07 15.23 6.48 5.92 9.87 23 diag 103.08 10.38 10.86 3.80 6.34 24 diag 103.09 7.38 14.15 3.05 5.08 25 diag 103.06 1.00 28.67 1.64 2.73 26 diag 103.05 1.62 15.25 3.05 5.08 27 diag 103.04 14.55 16.82 2.31 3.84 28 diag 103.03 14.28 18.62 2.09 3.48 29 diag 103.01 8.36 17.53 2.42 4.04 30 diag 102.98 1.00 15.06 3.11 5.19 31 diag 102.96 7.64 9.46 4.53 7.55 32 diag 102.79 19.24 6.86 5.22 8.71 33 diag 102.55 10.85 11.40 3.58 5.96 34 diag 102.17 3.05 13.46 3.36 5.60 35 diag 102.17 0.39 27.26 1.72 2.86 36 diag 102.17 14.53 18.57 2.07 3.45 37 diag 102.17 0.46 15.22 3.08 5.13 38 diag 102.17 0.67 13.93 3.35 5.59 39 diag 102.17 2.63 11.51 3.96 6.59 40 diag 80.10 0.13 2.18 16.90 28.16 Effects shown are service. Ratings are strength based. Summary of Analyses - Girder 2 Girder 2 Summary of Analyses - HS Brace Type Shr Mom Service Load 1 2 3 4 5 (k ) (k-ft) (k ) 1 B 0.11 0.00 ncomp dead rt -0.16 0.14 0.00 -0.14 0.08 1 B 0.02 -0.02 super dead rt -0.02 0.02 0.01 -0.02 0.01 1 B -2.00 5.22 max ll+i mom rt 1.55 -2.46 -1.30 2.46 -0.12 1 B 2.14 -3.09 max ll+i shr rt -2.28 2.63 0.77 -2.63 0.76 1 B 2.14 -5.53 min ll+i mom rt -1.67 2.63 1.38 -2.63 0.15 1 B -2.01 5.22 min ll+i shr rt 1.56 -2.47 -1.30 2.47 -0.13 1 B -2.14 6.24 max ll+i mom lt -1.56 2.63 1.49 -2.63 0.03 1 B -2.14 -3.09 max ll+i shr lt 0.77 -2.63 -2.28 2.63 0.76 1 B 2.01 -5.78 min ll+i mom lt 1.45 -2.46 -1.41 2.46 -0.02 1 B 2.01 5.22 min ll+i shr lt -1.30 2.47 1.56 -2.47 -0.13 2 E -0.18 -8.14 ncomp dead rt 3.84 0.42 -0.12 -4.13 2 E -0.02 -0.41 super dead rt 0.21 0.03 -0.02 -0.22 2 E -7.76 44.80 max ll+i mom rt -9.54 10.95 -11.70 10.24 2 E 9.84 -20.84 max ll+i shr rt -3.80 -14.51 14.21 4.08 2 E 8.82 -41.41 min ll+i mom rt 6.64 -12.61 13.13 -7.13 2 E -9.48 34.12 min ll+i shr rt -2.55 13.73 -13.93 2.74 2 E -8.12 47.38 max ll+i mom lt -10.21 11.45 -12.25 10.96 2 E -9.84 -20.84 max ll+i shr lt -3.80 -14.51 14.21 4.08 2 E 8.29 -44.84 min ll+i mom lt 8.86 -11.75 12.45 -9.51 2 E 9.48 34.12 min ll+i shr lt -2.55 13.73 -13.93 2.74 3 E -2.23 -7.45 ncomp dead rt 6.65 3.92 -3.39 -7.15 3 E -0.13 -0.35 super dead rt 0.35 0.23 -0.20 -0.38 3 E -9.84 54.51 max ll+i mom rt -9.26 15.77 -16.51 9.96 3 E 10.24 -31.99 max ll+i shr rt -1.30 -16.86 16.76 1.40 3 E 9.54 -50.33 min ll+i mom rt 7.86 -15.34 15.96 -8.46 3 E -10.95 45.44 min ll+i shr rt -3.58 17.83 -18.11 3.85 3 E -8.74 56.85 max ll+i mom lt -11.95 13.86 -14.81 12.85 3 E -10.24 -31.99 max ll+i shr lt -1.30 -16.86 16.76 1.40 3 E 8.98 -53.80 min ll+i mom lt 10.23 -14.34 15.15 -11.00 3 E 10.95 45.44 min ll+i shr lt -3.58 17.83 -18.11 3.85 4 E -6.33 1.36 ncomp dead rt 10.06 11.93 -11.11 -10.84 4 E -0.25 -0.05 super dead rt 0.45 0.48 -0.44 -0.49 4 E -7.34 50.84 max ll+i mom rt -10.07 12.95 -13.76 10.85 4 E 9.22 -34.47 max ll+i shr rt -0.32 -16.79 16.76 0.34 4 E 8.22 -48.22 min ll+i mom rt 7.44 -14.65 15.25 -8.01 4 E -10.01 43.13 min ll+i shr rt -2.17 18.12 -18.30 2.34 4 E -8.01 49.74 max ll+i mom lt -8.46 14.23 -14.92 9.11 4 E -9.22 -34.47 max ll+i shr lt -0.32 -16.79 16.76 0.34 4 E 8.84 -54.70 min ll+i mom lt 9.24 -15.72 16.46 -9.96 4 E 10.01 43.13 min ll+i shr lt -2.17 18.12 -18.30 2.34 5 E -5.59 2.75 ncomp dead rt 9.19 11.54 -10.79 -9.91 5 E -0.11 -0.25 super dead rt 0.32 0.24 -0.21 -0.35 5 E -6.13 31.49 max ll+i mom rt -2.48 12.14 -12.34 2.68 5 E 5.81 -21.40 max ll+i shr rt -1.36 -11.65 11.54 1.47 5 E 5.48 -30.80 min ll+i mom rt 3.38 -10.81 11.09 -3.65 5 E -6.87 29.08 min ll+i shr rt -0.04 13.72 -13.72 0.04 5 E -5.00 31.64 max ll+i mom lt -4.66 9.79 -10.17 5.03 5 E -5.81 -21.40 max ll+i shr lt -1.36 -11.65 11.54 1.47 5 E 6.34 -37.86 min ll+i mom lt 4.89 -12.47 12.87 -5.28 5 E 6.87 29.08 min ll+i shr lt -0.04 13.72 -13.72 0.04 6 E -12.59 31.59 ncomp dead rt 11.71 27.87 -26.91 -12.64 6 E -1.84 4.83 super dead rt 1.62 4.07 -3.94 -1.75 6 E -8.23 38.35 max ll+i mom rt -0.15 17.90 -17.91 0.16 6 E 3.42 -37.49 max ll+i shr rt 9.57 -7.04 7.82 -10.33 6 E 3.42 -16.10 min ll+i mom rt 0.14 -7.42 7.44 -0.15 6 E -9.06 19.94 min ll+i shr rt 9.66 20.11 -19.32 -10.43 6 E -3.32 13.21 max ll+i mom lt 0.93 7.25 -7.17 -1.00 6 E -3.42 -37.49 max ll+i shr lt 9.57 -7.04 7.82 -10.33 6 E 9.06 -37.64 min ll+i mom lt -1.86 -19.79 19.64 2.01 6 E 9.06 19.94 min ll+i shr lt 9.66 20.11 -19.32 -10.43 7 E -3.93 5.25 ncomp dead rt 5.68 8.77 -8.31 -6.13 7 E 0.00 -0.33 super dead rt 0.15 0.01 0.00 -0.16 7 E -4.36 34.67 max ll+i mom rt -6.41 9.21 -9.74 6.92 7 E 5.18 -18.98 max ll+i shr rt -2.18 -11.35 11.17 2.35 7 E 4.52 -30.36 min ll+i mom rt 4.17 -9.67 10.01 -4.51 7 E -6.18 28.51 min ll+i shr rt 0.01 13.44 -13.44 -0.01 7 E -4.55 31.08 max ll+i mom lt -4.43 9.72 -10.09 4.78 7 E -5.18 -18.98 max ll+i shr lt -2.18 -11.35 11.17 2.35 7 E 5.84 -36.08 min ll+i mom lt 4.01 -12.54 12.87 -4.34 7 E 6.18 28.51 min ll+i shr lt 0.01 13.44 -13.44 -0.01 8 E -5.93 12.44 ncomp dead rt 6.60 13.18 -12.64 -7.12 8 E -0.34 0.62 super dead rt 0.43 0.77 -0.73 -0.46 8 E -7.47 58.67 max ll+i mom rt -10.66 15.80 -16.68 11.51 8 E 8.06 -37.26 max ll+i shr rt 0.02 -17.53 17.53 -0.02 8 E 6.74 -44.97 min ll+i mom rt 6.09 -14.42 14.92 -6.57 8 E -9.44 51.61 min ll+i shr rt -3.52 20.40 -20.69 3.80 8 E -7.58 51.40 max ll+i mom lt -7.22 16.19 -16.79 7.80 8 E -8.06 -37.26 max ll+i shr lt 0.02 -17.53 17.53 -0.02 8 E 9.02 -55.90 min ll+i mom lt 6.27 -19.37 19.88 -6.77 8 E 9.44 51.61 min ll+i shr lt -3.52 20.40 -20.69 3.80 9 E -3.31 8.69 ncomp dead rt 2.91 7.32 -7.08 -3.14 9 E -0.31 0.60 super dead rt 0.36 0.68 -0.65 -0.39 9 E -9.44 66.97 max ll+i mom rt -10.30 20.11 -20.95 11.12 9 E 8.53 -40.03 max ll+i shr rt 0.27 -18.55 18.57 -0.29 9 E 7.49 -48.87 min ll+i mom rt 6.28 -16.05 16.56 -6.78 9 E -10.28 59.41 min ll+i shr rt -5.26 22.15 -22.58 5.68 9 E -7.80 59.28 max ll+i mom lt -10.24 16.55 -17.39 11.06 9 E -8.53 -40.03 max ll+i shr lt 0.27 -18.55 18.57 -0.29 9 E 9.51 -60.72 min ll+i mom lt 7.39 -20.39 21.00 -7.99 9 E 10.28 59.41 min ll+i shr lt -5.26 22.15 -22.58 5.68 10 E -1.34 3.86 ncomp dead rt 1.02 2.95 -2.87 -1.11 10 E -0.15 0.25 super dead rt 0.20 0.34 -0.33 -0.22 10 E -9.30 64.11 max ll+i mom rt -9.32 19.85 -20.62 10.06 10 E 8.45 -41.86 max ll+i shr rt 1.25 -18.33 18.43 -1.35 10 E 6.60 -47.55 min ll+i mom rt 7.53 -14.04 14.66 -8.13 10 E -9.88 58.28 min ll+i shr rt -5.57 21.26 -21.72 6.02 10 E -8.17 57.26 max ll+i mom lt -8.60 17.42 -18.13 9.29 10 E -8.45 -41.86 max ll+i shr lt 1.25 -18.33 18.43 -1.35 10 E 9.04 -58.52 min ll+i mom lt 7.38 -19.37 19.97 -7.97 10 E 9.88 58.28 min ll+i shr lt -5.57 21.26 -21.72 6.02 11 E 0.92 -2.92 ncomp dead rt -0.58 -2.02 1.97 0.63 11 E 0.07 -0.32 super dead rt 0.01 -0.14 0.14 -0.01 11 E -6.20 48.69 max ll+i mom rt -8.84 13.12 -13.85 9.54 11 E 7.19 -29.13 max ll+i shr rt -1.79 -15.71 15.56 1.94 11 E 5.95 -39.39 min ll+i mom rt 5.26 -12.72 13.15 -5.68 11 E -7.80 38.38 min ll+i shr rt -1.03 16.93 -17.02 1.11 11 E -7.03 44.73 max ll+i mom lt -5.41 15.06 -15.50 5.84 11 E -7.19 -29.13 max ll+i shr lt -1.79 -15.71 15.56 1.94 11 E 7.33 -46.56 min ll+i mom lt 5.60 -15.72 16.18 -6.04 11 E 7.80 38.38 min ll+i shr lt -1.03 16.93 -17.02 1.11 12 E 3.91 -10.89 ncomp dead rt -3.16 -8.64 8.38 3.42 12 E 0.35 -1.03 super dead rt -0.27 -0.78 0.76 0.29 12 E -3.69 22.47 max ll+i mom rt -2.38 7.94 -8.13 2.57 12 E 4.46 -15.09 max ll+i shr rt -2.43 -9.80 9.60 2.62 12 E 3.85 -23.51 min ll+i mom rt 2.52 -8.27 8.48 -2.73 12 E -3.90 17.71 min ll+i shr rt 0.15 8.50 -8.49 -0.16 12 E -4.25 27.40 max ll+i mom lt -3.41 9.12 -9.40 3.69 12 E -4.46 -15.09 max ll+i shr lt -2.43 -9.80 9.60 2.62 12 E 3.67 -24.23 min ll+i mom lt 3.20 -7.86 8.12 -3.45 12 E 3.90 17.71 min ll+i shr lt 0.15 8.50 -8.49 -0.16 13 E 7.56 -23.44 ncomp dead rt -2.77 -9.59 9.39 2.96 13 E 0.71 -2.19 super dead rt -0.26 -0.90 0.88 0.28 13 E -1.18 5.34 max ll+i mom rt 0.03 1.49 -1.48 -0.03 13 E 4.07 -17.07 max ll+i shr rt -0.41 -5.12 5.09 0.44 13 E 4.06 -17.15 min ll+i mom rt -0.38 -5.11 5.08 0.41 13 E -1.24 4.67 min ll+i shr rt 0.25 1.56 -1.54 -0.27 13 E -3.55 16.80 max ll+i mom lt -0.10 4.45 -4.45 0.11 13 E -4.07 -17.07 max ll+i shr lt -0.41 -5.12 5.09 0.44 13 E 1.24 -5.31 min ll+i mom lt -0.10 -1.56 1.55 0.11 13 E 1.24 4.67 min ll+i shr lt 0.25 1.56 -1.54 -0.27 14 E 1.71 -1.03 ncomp dead rt -1.65 -2.21 2.09 1.77 14 E 0.17 -0.28 super dead rt -0.12 -0.22 0.21 0.13 14 E -5.79 59.56 max ll+i mom rt -7.91 6.97 -7.56 8.45 14 E 9.82 -24.83 max ll+i shr rt -4.95 -12.51 12.14 5.29 14 E 8.37 -56.96 min ll+i mom rt 4.41 -10.34 10.67 -4.72 14 E -9.44 46.00 min ll+i shr rt -0.58 11.82 -11.86 0.62 14 E -8.86 62.88 max ll+i mom lt -5.29 10.91 -11.31 5.66 14 E -9.82 -24.83 max ll+i shr lt -4.95 -12.51 12.14 5.29 14 E 8.72 -63.44 min ll+i mom lt 5.58 -10.73 11.15 -5.96 14 E 9.44 46.00 min ll+i shr lt -0.58 11.82 -11.86 0.62 15 E -3.07 21.13 ncomp dead rt -1.68 3.79 -3.91 1.79 15 E -0.28 1.49 super dead rt -0.05 0.35 -0.35 0.05 15 E -9.02 98.35 max ll+i mom rt -13.65 10.81 -11.84 14.60 15 E 12.11 -61.24 max ll+i shr rt 1.27 -15.15 15.25 -1.36 15 E 9.92 -75.65 min ll+i mom rt 7.18 -12.19 12.73 -7.67 15 E -13.76 63.06 min ll+i shr rt 0.13 17.28 -17.27 -0.14 15 E -8.76 101.43 max ll+i mom lt -14.68 10.44 -11.55 15.70 15 E -12.11 -61.24 max ll+i shr lt 1.27 -15.15 15.25 -1.36 15 E 12.98 -93.52 min ll+i mom lt 8.08 -15.99 16.60 -8.64 15 E 13.76 63.06 min ll+i shr lt 0.13 17.28 -17.27 -0.14 16 E -6.89 40.45 ncomp dead rt -2.07 8.57 -8.73 2.22 16 E -0.65 3.03 super dead rt -0.01 0.82 -0.82 0.01 16 E -11.68 114.80 max ll+i mom rt -14.66 14.11 -15.22 15.67 16 E 11.83 -78.06 max ll+i shr rt 5.64 -14.63 15.06 -6.03 16 E 9.37 -79.51 min ll+i mom rt 8.73 -11.43 12.09 -9.33 16 E -14.95 80.41 min ll+i shr rt -2.73 18.66 -18.87 2.92 16 E -9.55 119.36 max ll+i mom lt -18.13 11.30 -12.67 19.38 16 E -11.83 -78.06 max ll+i shr lt 5.64 -14.63 15.06 -6.03 16 E 14.87 -104.11 min ll+i mom lt 8.54 -18.34 18.98 -9.13 16 E 14.95 80.41 min ll+i shr lt -2.73 18.66 -18.87 2.92 17 E -9.10 51.31 ncomp dead rt -2.24 11.33 -11.50 2.39 17 E -0.87 3.90 super dead rt 0.03 1.09 -1.09 -0.03 17 E -14.94 120.02 max ll+i mom rt -12.28 18.29 -19.22 13.13 17 E 11.22 -101.36 max ll+i shr rt 11.93 -13.64 14.54 -12.75 17 E 9.26 -80.50 min ll+i mom rt 9.08 -11.28 11.97 -9.71 17 E -15.02 117.00 min ll+i shr rt -11.47 18.42 -19.28 12.27 17 E -9.67 120.96 max ll+i mom lt -18.38 11.44 -12.83 19.65 17 E -11.22 -101.36 max ll+i shr lt 11.93 -13.64 14.54 -12.75 17 E 15.02 -108.75 min ll+i mom lt 9.49 -18.49 19.21 -10.14 17 E 15.02 117.00 min ll+i shr lt -11.47 18.42 -19.28 12.27 18 E -8.35 47.23 ncomp dead rt -2.09 10.40 -10.56 2.23 18 E -0.81 3.49 super dead rt 0.06 1.02 -1.01 -0.06 18 E -14.57 118.16 max ll+i mom rt -12.25 17.83 -18.75 13.10 18 E 11.11 -98.34 max ll+i shr rt 11.32 -13.53 14.38 -12.10 18 E 9.24 -79.53 min ll+i mom rt 8.88 -11.26 11.93 -9.49 18 E -14.66 115.28 min ll+i shr rt -11.45 17.97 -18.84 12.24 18 E -9.79 120.85 max ll+i mom lt -18.22 11.60 -12.97 19.48 18 E -11.11 -98.34 max ll+i shr lt 11.32 -13.53 14.38 -12.10 18 E 14.66 -107.05 min ll+i mom lt 9.47 -18.05 18.76 -10.13 18 E 14.66 115.28 min ll+i shr lt -11.45 17.97 -18.84 12.24 19 E -6.33 34.94 ncomp dead rt -1.37 7.89 -8.00 1.47 19 E -0.61 2.43 super dead rt 0.09 0.77 -0.76 -0.10 19 E -12.66 112.61 max ll+i mom rt -13.04 15.40 -16.38 13.94 19 E 11.24 -84.92 max ll+i shr rt 7.94 -13.81 14.41 -8.49 19 E 9.45 -76.21 min ll+i mom rt 7.85 -11.56 12.15 -8.39 19 E -14.26 89.94 min ll+i shr rt -5.80 17.68 -18.12 6.20 19 E -9.69 116.06 max ll+i mom lt -17.17 11.52 -12.81 18.36 19 E -11.24 -84.92 max ll+i shr lt 7.94 -13.81 14.41 -8.49 19 E 14.24 -102.41 min ll+i mom lt 8.82 -17.54 18.21 -9.43 19 E 14.26 89.94 min ll+i shr lt -5.80 17.68 -18.12 6.20 20 E -2.25 13.81 ncomp dead rt -0.82 2.79 -2.85 0.88 20 E -0.21 0.66 super dead rt 0.07 0.27 -0.26 -0.08 20 E -9.52 93.93 max ll+i mom rt -12.03 11.50 -12.41 12.86 20 E 10.93 -64.98 max ll+i shr rt 3.49 -13.59 13.85 -3.73 20 E 8.61 -68.43 min ll+i mom rt 6.90 -10.55 11.07 -7.38 20 E -12.69 69.27 min ll+i shr rt -2.56 15.84 -16.03 2.74 20 E -8.81 95.15 max ll+i mom lt -13.12 10.56 -11.55 14.03 20 E -10.93 -64.98 max ll+i shr lt 3.49 -13.59 13.85 -3.73 20 E 12.38 -88.93 min ll+i mom lt 7.64 -15.26 15.83 -8.17 20 E 12.69 69.27 min ll+i shr lt -2.56 15.84 -16.03 2.74 21 E 3.51 -10.03 ncomp dead rt -1.49 -4.47 4.35 1.60 21 E 0.36 -1.32 super dead rt -0.08 -0.45 0.44 0.09 21 E -6.16 53.83 max ll+i mom rt -6.11 7.50 -7.96 6.54 21 E 8.25 -29.80 max ll+i shr rt -2.00 -10.43 10.28 2.14 21 E 7.24 -49.71 min ll+i mom rt 3.92 -8.94 9.23 -4.19 21 E -7.99 41.51 min ll+i shr rt -1.10 9.99 -10.08 1.18 21 E -5.43 55.75 max ll+i mom lt -7.39 6.53 -7.09 7.90 21 E -8.25 -29.80 max ll+i shr lt -2.00 -10.43 10.28 2.14 21 E 7.19 -55.15 min ll+i mom lt 5.28 -8.83 9.23 -5.64 21 E 7.99 41.51 min ll+i shr lt -1.10 9.99 -10.08 1.18 22 E 10.92 -31.80 ncomp dead rt -4.49 -13.88 13.54 4.80 22 E 1.07 -3.11 super dead rt -0.44 -1.35 1.32 0.47 22 E -1.47 6.38 max ll+i mom rt 0.09 1.84 -1.84 -0.10 22 E 5.13 -19.59 max ll+i shr rt -0.99 -6.48 6.41 1.06 22 E 5.13 -20.49 min ll+i mom rt -0.78 -6.47 6.41 0.83 22 E -1.56 5.79 min ll+i shr rt 0.35 1.97 -1.95 -0.37 22 E -4.27 22.17 max ll+i mom lt -0.59 5.34 -5.38 0.63 22 E -5.13 -19.59 max ll+i shr lt -0.99 -6.48 6.41 1.06 22 E 1.56 -7.45 min ll+i mom lt 0.06 -1.96 1.96 -0.06 22 E 1.56 5.79 min ll+i shr lt 0.35 1.97 -1.95 -0.37 23 E 7.43 -19.20 ncomp dead rt -3.65 -9.47 9.19 3.90 23 E 0.71 -1.67 super dead rt -0.39 -0.91 0.88 0.42 23 E -5.54 46.45 max ll+i mom rt -5.02 6.76 -7.14 5.37 23 E 8.61 -34.74 max ll+i shr rt -1.22 -10.86 10.77 1.30 23 E 6.85 -47.30 min ll+i mom rt 3.77 -8.46 8.74 -4.03 23 E -6.94 34.68 min ll+i shr rt -0.62 8.69 -8.74 0.67 23 E -6.72 60.34 max ll+i mom lt -7.06 8.17 -8.70 7.54 23 E -8.61 -34.74 max ll+i shr lt -1.22 -10.86 10.77 1.30 23 E 6.40 -49.40 min ll+i mom lt 4.78 -7.85 8.21 -5.11 23 E 6.94 34.68 min ll+i shr lt -0.62 8.69 -8.74 0.67 24 E 5.24 -8.87 ncomp dead rt -3.70 -6.72 6.44 3.95 24 E 0.51 -0.51 super dead rt -0.44 -0.66 0.62 0.47 24 E -8.06 84.63 max ll+i mom rt -11.41 9.69 -10.55 12.20 24 E 11.25 -49.19 max ll+i shr rt -0.67 -14.15 14.10 0.72 24 E 8.29 -71.54 min ll+i mom rt 8.00 -10.11 10.71 -8.56 24 E -10.56 60.38 min ll+i shr rt -2.79 13.16 -13.37 2.98 24 E -9.50 94.11 max ll+i mom lt -12.10 11.47 -12.38 12.94 24 E -11.25 -49.19 max ll+i shr lt -0.67 -14.15 14.10 0.72 24 E 9.66 -80.80 min ll+i mom lt 8.72 -11.79 12.45 -9.32 24 E 10.56 60.38 min ll+i shr lt -2.79 13.16 -13.37 2.98 25 E -0.93 8.09 ncomp dead rt -0.92 1.13 -1.20 0.98 25 E 0.17 0.84 super dead rt -0.39 -0.22 0.20 0.41 25 E -14.56 93.40 max ll+i mom rt -6.29 18.05 -18.52 6.72 25 E 19.72 -161.51 max ll+i shr rt 16.95 -24.12 25.40 -18.13 25 E 16.35 -67.69 min ll+i mom rt -1.90 -20.61 20.46 2.03 25 E -22.94 89.76 min ll+i shr rt 3.93 28.96 -28.67 -4.20 25 E -18.66 178.23 max ll+i mom lt -22.16 22.60 -24.27 23.69 25 E -19.72 -161.51 max ll+i shr lt 16.95 -24.12 25.40 -18.13 25 E 22.72 -176.33 min ll+i mom lt 17.18 -27.88 29.17 -18.37 25 E 22.94 89.76 min ll+i shr lt 3.93 28.96 -28.67 -4.20 26 E -1.32 23.42 ncomp dead rt -4.17 1.50 -1.81 4.46 26 E 0.18 2.11 super dead rt -0.70 -0.25 0.19 0.75 26 E -8.87 107.77 max ll+i mom rt -16.08 10.54 -11.75 17.19 26 E 10.00 -72.36 max ll+i shr rt 6.29 -12.32 12.80 -6.73 26 E 6.52 -84.07 min ll+i mom rt 12.99 -7.70 8.68 -13.89 26 E -11.82 98.59 min ll+i shr rt -10.58 14.45 -15.25 11.32 26 E -8.74 109.06 max ll+i mom lt -16.54 10.35 -11.59 17.69 26 E -10.00 -72.36 max ll+i shr lt 6.29 -12.32 12.80 -6.73 26 E 11.05 -96.65 min ll+i mom lt 10.98 -13.46 14.29 -11.74 26 E 11.82 98.59 min ll+i shr lt -10.58 14.45 -15.25 11.32 27 E -11.01 36.69 ncomp dead rt 3.42 13.95 -13.69 -3.66 27 E -0.68 3.45 super dead rt -0.07 0.85 -0.86 0.08 27 E -12.08 113.18 max ll+i mom rt -13.81 14.65 -15.69 14.77 27 E 7.75 -68.75 max ll+i shr rt 7.93 -9.43 10.03 -8.48 27 E 4.84 -78.74 min ll+i mom rt 13.58 -5.56 6.59 -14.52 27 E -13.12 97.99 min ll+i shr rt -8.99 16.14 -16.82 9.62 27 E -5.58 86.23 max ll+i mom lt -14.56 6.45 -7.55 15.57 27 E -7.75 -68.75 max ll+i shr lt 7.93 -9.43 10.03 -8.48 27 E 13.09 -98.99 min ll+i mom lt 9.27 -16.09 16.79 -9.91 27 E 13.12 97.99 min ll+i shr lt -8.99 16.14 -16.82 9.62 28 E -10.77 27.74 ncomp dead rt 5.32 13.73 -13.33 -5.69 28 E -0.76 2.92 super dead rt 0.14 0.96 -0.95 -0.15 28 E -12.33 108.09 max ll+i mom rt -12.30 15.03 -15.96 13.15 28 E 8.50 -75.84 max ll+i shr rt 8.81 -10.34 11.00 -9.41 28 E 6.54 -72.57 min ll+i mom rt 10.20 -7.83 8.60 -10.91 28 E -14.62 96.08 min ll+i shr rt -6.86 18.10 -18.62 7.34 28 E -6.74 84.76 max ll+i mom lt -12.91 7.98 -8.95 13.81 28 E -8.50 -75.84 max ll+i shr lt 8.81 -10.34 11.00 -9.41 28 E 14.42 -104.46 min ll+i mom lt 9.10 -17.77 18.45 -9.73 28 E 14.62 96.08 min ll+i shr lt -6.86 18.10 -18.62 7.34 29 E -6.36 10.87 ncomp dead rt 4.47 8.16 -7.83 -4.78 29 E -0.43 1.47 super dead rt 0.13 0.55 -0.54 -0.14 29 E -11.21 97.10 max ll+i mom rt -10.91 13.67 -14.49 11.66 29 E 8.92 -65.50 max ll+i shr rt 5.84 -10.99 11.43 -6.25 29 E 6.55 -68.37 min ll+i mom rt 9.17 -7.88 8.58 -9.81 29 E -13.90 71.76 min ll+i shr rt -1.80 17.39 -17.53 1.93 29 E -6.79 81.97 max ll+i mom lt -12.19 8.07 -8.99 13.03 29 E -8.92 -65.50 max ll+i shr lt 5.84 -10.99 11.43 -6.25 29 E 13.38 -96.54 min ll+i mom lt 8.35 -16.50 17.13 -8.93 29 E 13.90 71.76 min ll+i shr lt -1.80 17.39 -17.53 1.93 30 E -0.90 -5.75 ncomp dead rt 2.39 1.22 -1.04 -2.55 30 E 0.03 -0.15 super dead rt 0.00 -0.04 0.04 0.00 30 E -9.10 79.19 max ll+i mom rt -8.93 11.10 -11.77 9.55 30 E 9.05 -49.34 max ll+i shr rt 1.80 -11.30 11.44 -1.93 30 E 6.91 -62.32 min ll+i mom rt 7.31 -8.41 8.96 -7.81 30 E -11.98 56.33 min ll+i shr rt -0.22 15.04 -15.06 0.24 30 E -6.90 72.63 max ll+i mom lt -9.81 8.30 -9.04 10.49 30 E -9.05 -49.34 max ll+i shr lt 1.80 -11.30 11.44 -1.93 30 E 11.40 -79.52 min ll+i mom lt 6.46 -14.08 14.56 -6.90 30 E 11.98 56.33 min ll+i shr lt -0.22 15.04 -15.06 0.24 31 E 5.47 -22.05 ncomp dead rt -0.78 -6.90 6.84 0.83 31 E 0.58 -1.83 super dead rt -0.21 -0.74 0.72 0.22 31 E -5.43 47.19 max ll+i mom rt -5.32 6.62 -7.02 5.69 31 E 7.46 -24.38 max ll+i shr rt -2.44 -9.46 9.28 2.61 31 E 6.34 -47.09 min ll+i mom rt 4.28 -7.80 8.13 -4.58 31 E -7.42 33.52 min ll+i shr rt 0.19 9.33 -9.31 -0.20 31 E -7.26 49.10 max ll+i mom lt -3.74 8.98 -9.26 4.00 31 E -7.46 -24.38 max ll+i shr lt -2.44 -9.46 9.28 2.61 31 E 6.93 -49.99 min ll+i mom lt 4.32 -8.54 8.87 -4.62 31 E 7.42 33.52 min ll+i shr lt 0.19 9.33 -9.31 -0.20 32 E 13.73 -38.83 ncomp dead rt -5.98 -17.51 17.06 6.40 32 E 1.35 -3.82 super dead rt -0.59 -1.73 1.68 0.63 32 E -0.89 4.19 max ll+i mom rt -0.02 1.11 -1.12 0.02 32 E 5.42 -20.25 max ll+i shr rt -1.17 -6.86 6.77 1.25 32 E 5.37 -21.60 min ll+i mom rt -0.80 -6.79 6.73 0.85 32 E -0.91 3.72 min ll+i shr rt 0.12 1.15 -1.14 -0.13 32 E -4.60 23.80 max ll+i mom lt -0.59 5.77 -5.82 0.64 32 E -5.42 -20.25 max ll+i shr lt -1.17 -6.86 6.77 1.25 32 E 0.91 -3.83 min ll+i mom lt -0.09 -1.15 1.14 0.10 32 E 0.91 3.72 min ll+i shr lt 0.12 1.15 -1.14 -0.13 33 E 7.74 -17.59 ncomp dead rt -4.42 -9.93 9.59 4.73 33 E 0.73 -2.22 super dead rt -0.28 -0.93 0.90 0.30 33 E -4.88 54.83 max ll+i mom rt -7.74 5.87 -6.45 8.28 33 E 8.97 -33.06 max ll+i shr rt -2.08 -11.40 11.24 2.22 33 E 8.39 -50.61 min ll+i mom rt 2.80 -10.48 10.69 -2.99 33 E -7.81 39.91 min ll+i shr rt -0.87 9.82 -9.89 0.93 33 E -6.81 63.12 max ll+i mom lt -7.59 8.30 -8.87 8.11 33 E -8.97 -33.06 max ll+i shr lt -2.08 -11.40 11.24 2.22 33 E 7.26 -53.59 min ll+i mom lt 4.78 -8.98 9.34 -5.11 33 E 7.81 39.91 min ll+i shr lt -0.87 9.82 -9.89 0.93 34 E 2.15 0.44 ncomp dead rt -2.52 -2.82 2.62 2.70 34 E 0.19 -0.88 super dead rt 0.00 -0.24 0.24 0.00 34 E -7.57 94.31 max ll+i mom rt -14.21 9.04 -10.12 15.20 34 E 10.52 -32.26 max ll+i shr rt -4.05 -13.46 13.16 4.33 34 E 8.86 -70.87 min ll+i mom rt 7.12 -10.94 11.48 -7.61 34 E -10.46 63.93 min ll+i shr rt -3.64 13.10 -13.38 3.89 34 E -8.30 89.63 max ll+i mom lt -12.27 10.04 -10.96 13.12 34 E -10.52 -32.26 max ll+i shr lt -4.05 -13.46 13.16 4.33 34 E 10.19 -79.67 min ll+i mom lt 7.74 -12.61 13.19 -8.27 34 E 10.46 63.93 min ll+i shr lt -3.64 13.10 -13.38 3.89 35 E 0.34 9.40 ncomp dead rt -2.65 -0.53 0.33 2.83 35 E -0.11 -0.30 super dead rt 0.19 0.14 -0.13 -0.20 35 E -8.03 92.27 max ll+i mom rt -13.20 9.66 -10.66 14.12 35 E 21.17 -48.53 max ll+i shr rt -12.11 -27.26 26.34 12.95 35 E 16.87 -71.67 min ll+i mom rt -1.70 -21.42 21.29 1.82 35 E -20.05 74.40 min ll+i shr rt 4.60 25.54 -25.20 -4.92 35 E -19.95 191.37 max ll+i mom lt -23.67 24.36 -26.15 25.31 35 E -21.17 -48.53 max ll+i shr lt -12.11 -27.26 26.34 12.95 35 E 19.95 -153.53 min ll+i mom lt 14.56 -24.70 25.80 -15.57 35 E 20.05 74.40 min ll+i shr lt 4.60 25.54 -25.20 -4.92 36 E 10.06 14.41 ncomp dead rt -14.78 -13.30 12.18 15.81 36 E 0.94 -0.53 super dead rt -0.93 -1.23 1.16 1.00 36 E -9.34 97.01 max ll+i mom rt -12.87 11.33 -12.31 13.76 36 E 14.46 -38.94 max ll+i shr rt -6.87 -18.57 18.05 7.35 36 E 5.89 -80.35 min ll+i mom rt 12.74 -6.97 7.93 -13.62 36 E -10.15 95.22 min ll+i shr rt -11.53 12.41 -13.29 12.33 36 E -11.65 131.48 max ll+i mom lt -18.58 14.04 -15.44 19.87 36 E -14.46 -38.94 max ll+i shr lt -6.87 -18.57 18.05 7.35 36 E 10.10 -71.44 min ll+i mom lt 5.85 -12.57 13.01 -6.26 36 E 10.15 95.22 min ll+i shr lt -11.53 12.41 -13.29 12.33 37 E -0.08 33.23 ncomp dead rt -7.92 -0.20 -0.40 8.46 37 E 0.19 1.10 super dead rt -0.48 -0.26 0.22 0.51 37 E -7.04 99.21 max ll+i mom rt -15.98 8.31 -9.52 17.09 37 E 11.83 -28.45 max ll+i shr rt -6.44 -15.22 14.74 6.89 37 E 3.15 -71.38 min ll+i mom rt 13.66 -3.47 4.50 -14.60 37 E -10.53 88.83 min ll+i shr rt -9.56 12.97 -13.69 10.23 37 E -9.53 112.16 max ll+i mom lt -16.31 11.44 -12.67 17.44 37 E -11.83 -28.45 max ll+i shr lt -6.44 -15.22 14.74 6.89 37 E 9.13 -68.74 min ll+i mom lt 6.30 -11.32 11.79 -6.73 37 E 10.53 88.83 min ll+i shr lt -9.56 12.97 -13.69 10.23 38 E -0.35 24.44 ncomp dead rt -5.50 0.23 -0.65 5.88 38 E -0.01 0.95 super dead rt -0.22 0.00 -0.02 0.24 38 E -8.73 93.44 max ll+i mom rt -12.70 10.57 -11.53 13.58 38 E 10.80 -22.06 max ll+i shr rt -6.82 -13.93 13.41 7.29 38 E 8.26 -62.50 min ll+i mom rt 5.77 -10.23 10.67 -6.17 38 E -10.68 68.92 min ll+i shr rt -4.60 13.34 -13.69 4.92 38 E -9.07 93.63 max ll+i mom lt -12.37 11.01 -11.94 13.22 38 E -10.80 -22.06 max ll+i shr lt -6.82 -13.93 13.41 7.29 38 E 9.49 -69.81 min ll+i mom lt 6.15 -11.78 12.24 -6.58 38 E 10.68 68.92 min ll+i shr lt -4.60 13.34 -13.69 4.92 39 E -1.83 13.08 ncomp dead rt -1.09 2.28 -2.36 1.16 39 E -0.21 0.62 super dead rt 0.09 0.27 -0.27 -0.10 39 E -6.74 59.54 max ll+i mom rt -6.77 8.27 -8.78 7.24 39 E 8.38 -28.15 max ll+i shr rt -2.64 -10.71 10.51 2.82 39 E 6.97 -44.74 min ll+i mom rt 2.94 -8.71 8.94 -3.15 39 E -9.08 44.21 min ll+i shr rt -0.45 11.47 -11.51 0.48 39 E -7.72 58.83 max ll+i mom lt -5.50 9.56 -9.98 5.88 39 E -8.38 -28.15 max ll+i shr lt -2.64 -10.71 10.51 2.82 39 E 8.50 -58.39 min ll+i mom lt 4.52 -10.58 10.93 -4.83 39 E 9.08 44.21 min ll+i shr lt -0.45 11.47 -11.51 0.48 40 B -0.07 0.30 ncomp dead rt 0.10 -0.11 -0.08 0.11 -0.01 40 B -0.01 0.04 super dead rt 0.02 -0.02 -0.01 0.02 0.00 40 B -1.36 5.80 max ll+i mom rt 1.92 -2.16 -1.45 2.16 -0.23 40 B 1.03 -4.67 max ll+i shr rt -1.39 1.64 1.17 -1.64 0.11 40 B 1.03 -4.32 min ll+i mom rt -1.48 1.64 1.08 -1.64 0.20 40 B -1.37 5.63 min ll+i shr rt 1.98 -2.18 -1.41 2.18 -0.29 40 B -1.03 4.99 max ll+i mom lt -1.25 1.64 1.31 -1.64 -0.03 40 B -1.03 -4.67 max ll+i shr lt 1.17 -1.64 -1.39 1.64 0.11 40 B 1.37 -6.93 min ll+i mom lt 1.73 -2.18 -1.66 2.18 -0.04 40 B 1.37 5.63 min ll+i shr lt -1.41 2.18 1.98 -2.18 -0.29 Key - Type B 1 - Right Top Chd 2 - Left Diag 3 - Left Top Chd 4 - Right Diag 5 - Bot Chd Type E 1 - Top Chd 2 - UR-LL Diag 3 - LR-UL Diag 4 - Bot Chd (-) is compression Right side is connected to girder 2 Factored Combined Forces Summary - Girder 2 Girder 2 Max Combined Member Forces - k Brace Type Top Chord Diagonal Bottom Chord Tens Comp Tens Comp Tens Comp HS 1 B 3.15 -5.19 5.92 -5.92 1.75 -0.16 2 E 24.49 -16.90 31.45 -31.68 18.14 -26.29 3 E 31.30 -16.84 44.11 -44.00 18.12 -33.68 4 E 33.73 -8.19 55.48 -54.75 8.83 -36.35 5 E 22.99 0.00 45.10 -44.10 0.00 -24.80 6 E 38.30 0.00 85.18 -83.07 0.00 -41.36 7 E 16.64 -6.34 40.60 -39.97 6.85 -17.97 8 E 22.74 -14.00 62.42 -62.30 15.12 -24.56 9 E 20.30 -18.12 58.48 -59.07 19.56 -21.92 10 E 17.94 -18.63 50.44 -51.30 20.12 -19.37 11 E 11.40 -19.93 39.51 -39.75 21.53 -12.31 12 E 2.48 -11.88 32.73 -33.52 12.82 -2.68 13 E 0.00 -4.83 24.40 -24.76 5.17 0.00 14 E 9.80 -19.47 29.33 -30.32 20.82 -10.48 15 E 15.31 -34.12 42.90 -43.04 36.48 -16.37 16 E 16.25 -42.06 53.42 -53.38 44.97 -17.37 17 E 23.03 -42.77 57.86 -58.24 45.73 -24.62 18 E 21.94 -42.19 55.57 -55.93 45.11 -23.46 19 E 17.48 -38.95 50.79 -50.72 41.64 -18.69 20 E 15.62 -29.46 38.35 -38.85 31.49 -16.70 21 E 9.41 -18.09 28.56 -29.04 19.34 -10.06 22 E 0.00 -8.57 33.24 -33.87 9.16 0.00 23 E 5.13 -20.57 36.47 -37.07 21.99 -5.48 24 E 13.54 -31.65 39.79 -40.31 33.84 -14.47 25 E 35.61 -49.81 64.51 -63.53 53.25 -38.07 26 E 21.86 -42.26 33.00 -35.21 45.18 -23.38 27 E 33.83 -27.27 55.70 -55.42 29.15 -36.17 28 E 29.24 -20.93 59.17 -58.99 22.38 -31.27 29 E 25.89 -20.48 49.08 -48.93 21.89 -27.68 30 E 18.98 -18.19 34.19 -33.99 19.45 -20.29 31 E 8.10 -12.84 30.09 -30.48 13.73 -8.66 32 E 0.00 -11.08 39.07 -39.91 11.85 0.00 33 E 4.26 -22.92 38.05 -38.85 24.51 -4.56 34 E 13.52 -34.12 32.29 -33.20 36.49 -14.46 35 E 28.41 -54.58 57.45 -59.68 58.37 -30.38 36 E 7.22 -60.77 56.52 -59.19 64.99 -7.72 37 E 18.74 -46.32 31.76 -33.64 49.54 -20.04 38 E 5.93 -35.00 29.42 -31.10 37.43 -6.34 39 E 8.51 -16.00 28.23 -28.40 17.11 -9.10 40 B 4.47 -3.05 4.90 -4.90 0.41 -0.65 Fatigue Stress Range Summary - Girder 2 Girder 2 Loading Stress Range - ksi Brace Type Top Chord Diagonal Bottom Chord 1 B 0.85 0.89 0.04 2 E 2.01 2.42 1.74 3 E 2.79 3.23 1.70 4 E 2.44 3.79 1.49 5 E 1.25 2.68 0.76 6 E 0.12 4.60 0.07 7 E 1.12 3.11 0.69 8 E 2.07 4.57 1.26 9 E 2.01 5.41 1.80 10 E 1.89 4.59 1.69 11 E 1.40 3.64 1.23 12 E 0.63 2.52 0.77 13 E 0.04 1.15 0.05 14 E 1.37 2.81 1.10 15 E 2.56 3.44 2.33 16 E 2.80 4.77 2.63 17 E 2.87 4.89 2.70 18 E 2.71 4.68 2.56 19 E 2.66 4.44 2.52 20 E 2.26 3.46 2.10 21 E 1.27 2.01 1.16 22 E 0.07 1.30 0.08 23 E 1.20 1.78 1.45 24 E 2.24 2.86 1.99 25 E 3.89 6.72 3.41 26 E 3.65 2.08 3.12 27 E 2.43 4.30 2.21 28 E 2.33 4.81 2.04 29 E 2.21 4.60 1.95 30 E 1.82 3.28 1.62 31 E 0.95 2.01 0.81 32 E 0.08 1.46 0.09 33 E 1.29 2.12 1.56 34 E 2.34 2.44 2.11 35 E 4.13 6.21 3.75 36 E 2.48 3.31 2.99 37 E 1.98 3.24 2.39 38 E 1.73 2.98 2.08 39 E 1.26 2.38 1.15 40 B 0.80 0.73 0.05 Stress range listed is 3/4 actual stress range. Factored Connection Forces - Girder 2 Girder 2 Combined Factored Connection Forces - Grp I Brace Type Right Side Left Side Vert Horiz Vert Horiz k k k k 1 B 4.82 -3.01 -4.82 -5.19 2 E 10.55 -46.31 -10.56 -50.43 3 E -13.42 -54.73 13.13 -66.60 4 E -15.15 51.37 13.98 -77.13 5 E -11.16 32.82 9.91 -56.52 6 E -19.22 59.86 15.55 -67.20 7 E -9.26 37.43 8.26 -46.98 8 E -14.33 66.17 12.73 -70.22 9 E -13.51 72.18 12.59 -67.77 10 E -11.69 66.25 11.31 -61.10 11 E 8.44 46.52 -8.19 46.08 12 E 7.61 -30.50 -6.53 35.37 13 E 9.79 -17.59 -8.15 19.07 14 E 11.88 31.80 -11.51 37.75 15 E -17.12 60.54 16.45 54.81 16 E -21.13 76.20 19.63 62.00 17 E -22.78 82.83 20.80 -62.98 18 E -21.87 80.37 20.04 -61.72 19 E -19.99 73.03 18.61 59.57 20 E -15.37 55.51 14.89 50.74 21 E 11.47 -30.57 -10.70 35.04 22 E 13.36 -22.40 -10.97 27.16 23 E 14.64 -32.35 -13.02 43.89 24 E 15.95 42.75 -14.80 60.59 25 E -25.40 -84.50 25.25 97.65 26 E -13.58 66.58 13.35 64.75 27 E -21.84 74.24 19.51 -66.38 28 E -23.36 68.42 21.07 -72.08 29 E -19.50 56.54 18.15 -63.26 30 E -13.56 40.94 13.39 -46.86 31 E 12.03 -33.21 -10.82 32.20 32 E 15.68 -25.50 -12.66 32.40 33 E 15.24 -33.80 -13.53 46.43 34 E 12.93 50.89 -12.46 53.52 35 E 23.14 52.87 -23.09 107.01 36 E 22.86 56.99 -20.62 99.97 37 E 12.92 64.80 -12.90 72.05 38 E -11.83 58.78 11.75 58.10 39 E -11.19 36.65 10.77 31.74 40 B -3.08 3.26 3.08 4.47 Moment and shear forces both are maximum. Horizontal force listed applied to each of top and bottom connections. Vertical force listed applied to each of top and bottom connections for Types A and E. Vertical force listed applied to connection supporting a diagonal for Types B and C. Forces applied along centroidal axes of connecting members. Connection forces are those that exist at the system node connecting brace to girder. Right side is connected to girder 2 Sign convention: Positive shear is upward on both sides. Positive horiz force corresponds to positive end moment where top horiz force is toward brace and bottom horiz force is away from brace. Negative horiz force corresponds to negative end moment where top horiz force is away from brace and bottom horiz force is toward brace. Shapes - Girder 3 To Adjacent Girder - Brace 1 Girder 3 Shapes Brace 1 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 50.06 43.91 Diagonals: L 4.00 x 4.00 x 0.375 68.13 75.69 Bot chord: L 4.00 x 4.00 x 0.375 79.04 87.82 Service Forces - Girder 3 To Adjacent Girder - Brace 1 - HS Girder 3 Forces - HS Forces on Brace 1 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.72 -0.05 2.50 -2.64 0.00 Concurrent Mom -4.82 6.65 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.63 0.03 6.72 -6.78 0.00 Concurrent shear -2.63 2.47 k Moment from fatigue trk 0.74 -0.97 Concurrent Shr -0.19 0.22 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -3.46 -0.26 6.77 -7.58 0.00 Concurrent shear -2.47 2.59 k Moment from fatigue trk 5.41 -6.02 Concurrent Shr -1.89 1.94 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chd L 0.86 0.07 2.10 -2.35 1.89 -1.69 0.00 0.00 Top chd R -0.16 -0.01 1.69 -1.68 2.10 -2.35 0.00 0.00 UC-LL diag -0.88 -0.06 3.07 -3.24 3.24 -3.18 0.00 0.00 LR-UC diag 0.88 0.06 3.24 -3.07 3.18 -3.24 0.00 0.00 Bot chord -0.35 -0.03 0.58 -0.22 0.58 -0.22 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 1 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 5.77 109.02 0.053 3.90 108.25 0.036 LR-UC diag 5.81 109.02 0.053 8.27 96.91 0.085 UC-LL diag 8.27 109.02 0.076 5.81 96.91 0.060 Bot chord 0.75 109.02 0.007 0.98 88.39 0.011 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 4.44 109.02 0.041 3.00 108.25 0.028 LR-UC diag 4.47 109.02 0.041 6.36 96.91 0.066 UC-LL diag 6.36 109.02 0.058 4.47 96.91 0.046 Bot chord 0.58 109.02 0.005 0.75 88.39 0.008 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.01 16.00 0.063 1.50 -1.35 UC-LL diag 1.08 16.00 0.068 2.39 -2.39 LR-UC diag 1.08 16.00 0.068 2.39 -2.39 Bot chord 0.03 16.00 0.002 0.05 -0.12 Tension Area Compression Area Top chord 2.18 2.86 Diag 2.18 2.86 Bot chord 2.18 2.86 Shapes - Girder 3 To Adjacent Girder - Brace 1 Girder 3 Shapes Brace 1 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 50.06 43.91 Diagonals: L 4.00 x 4.00 x 0.375 68.13 75.69 Bot chord: L 4.00 x 4.00 x 0.375 79.04 87.82 Shapes - Girder 3 To Adjacent Girder - Brace 2 Girder 3 Shapes Brace 2 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 41.32 45.92 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 56.73 49.14 Bot chord: WT 8.00 x 25.00 40.55 45.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 2 - HS Girder 3 Forces - HS Forces on Brace 2 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.40 0.04 11.23 -10.93 0.00 Concurrent Mom -19.96 36.85 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -9.55 -0.57 47.03 -45.32 0.00 Concurrent shear -8.54 8.88 k Moment from fatigue trk 3.67 -8.81 Concurrent Shr -0.21 0.94 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -7.18 -0.34 47.60 -44.96 0.00 Concurrent shear -8.74 8.71 k Moment from fatigue trk 34.84 -32.52 Concurrent Shr -5.13 4.83 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 3.70 0.20 8.32 -9.53 8.39 -9.51 0.00 0.00 UR-LL diag -0.43 -0.05 15.85 -16.59 16.12 -16.00 0.00 0.00 LR-UL diag 0.72 0.06 16.12 -16.00 15.85 -16.59 0.00 0.00 Bot chord -3.97 -0.22 10.23 -8.93 10.21 -9.00 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 2 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 23.28 208.33 0.112 15.61 231.66 0.067 UR-LL diag 34.36 143.75 0.239 36.63 136.98 0.267 LR-UL diag 36.01 143.75 0.251 34.98 136.98 0.255 Bot chord 16.76 261.49 0.064 24.99 290.74 0.086 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.91 208.33 0.086 12.01 231.66 0.052 UR-LL diag 26.43 143.75 0.184 28.18 136.98 0.206 LR-UL diag 27.70 143.75 0.193 26.91 136.98 0.196 Bot chord 12.89 261.49 0.049 19.22 290.74 0.066 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.91 16.00 0.119 8.01 -8.63 UR-LL diag 2.61 16.00 0.163 7.34 -7.81 LR-UL diag 2.27 16.00 0.142 7.34 -7.81 Bot chord 1.65 16.00 0.103 9.27 -8.60 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 2 Girder 3 Shapes Brace 2 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 41.32 45.92 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 56.73 49.14 Bot chord: WT 8.00 x 25.00 40.55 45.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 3 Girder 3 Shapes Brace 3 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 47.09 52.32 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 63.75 55.23 Bot chord: WT 8.00 x 25.00 46.20 51.33 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 3 - HS Girder 3 Forces - HS Forces on Brace 3 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.59 0.14 12.31 -11.84 0.00 Concurrent Mom -24.15 44.72 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -20.36 -1.05 57.49 -53.82 0.00 Concurrent shear -9.34 10.76 k Moment from fatigue trk 5.08 -10.23 Concurrent Shr -0.30 0.97 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -4.93 -0.25 57.74 -52.75 0.00 Concurrent shear -10.67 9.46 k Moment from fatigue trk 44.03 -40.08 Concurrent Shr -5.77 5.65 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 5.11 0.26 7.61 -11.36 9.09 -9.47 0.00 0.00 UR-LL diag -4.03 -0.21 19.30 -20.46 19.84 -19.45 0.00 0.00 LR-UL diag 4.44 0.23 19.84 -19.45 19.30 -20.46 0.00 0.00 Bot chord -5.50 -0.28 12.22 -8.19 10.19 -9.78 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 3 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 26.73 208.33 0.128 17.68 226.09 0.078 UR-LL diag 37.55 143.75 0.261 49.93 131.08 0.381 LR-UL diag 49.13 143.75 0.342 38.35 131.08 0.293 Bot chord 19.02 261.49 0.073 28.75 284.03 0.101 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 20.56 208.33 0.099 13.60 226.09 0.060 UR-LL diag 28.89 143.75 0.201 38.41 131.08 0.293 LR-UL diag 37.79 143.75 0.263 29.50 131.08 0.225 Bot chord 14.63 261.49 0.056 22.12 284.03 0.078 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.27 16.00 0.142 9.21 -10.79 UR-LL diag 3.36 16.00 0.210 9.62 -9.87 LR-UL diag 2.92 16.00 0.183 9.62 -9.87 Bot chord 2.00 16.00 0.125 11.60 -9.91 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 3 Girder 3 Shapes Brace 3 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 47.09 52.32 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 63.75 55.23 Bot chord: WT 8.00 x 25.00 46.20 51.33 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 4 Girder 3 Shapes Brace 4 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 52.74 58.60 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 70.72 61.27 Bot chord: WT 8.00 x 25.00 51.74 57.49 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 4 - HS Girder 3 Forces - HS Forces on Brace 4 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.70 0.30 10.95 -9.99 0.00 Concurrent Mom -26.32 43.17 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -28.76 -1.55 50.48 -54.57 0.00 Concurrent shear -8.07 10.07 k Moment from fatigue trk 4.95 -7.54 Concurrent Shr -0.33 0.65 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.27 0.23 54.07 -51.10 0.00 Concurrent shear -9.58 8.21 k Moment from fatigue trk 40.08 -37.55 Concurrent Shr -4.92 4.94 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 3.11 0.18 7.16 -8.71 8.75 -7.75 0.00 0.00 UR-LL diag -10.23 -0.53 18.05 -20.16 19.62 -18.23 0.00 0.00 LR-UL diag 10.48 0.55 19.62 -18.23 18.05 -20.16 0.00 0.00 Bot chord -3.35 -0.20 9.39 -7.71 8.35 -9.42 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 4 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 23.26 208.33 0.112 14.64 219.92 0.067 UR-LL diag 28.60 143.75 0.199 57.76 124.56 0.464 LR-UL diag 56.92 143.75 0.396 29.44 124.56 0.236 Bot chord 15.78 261.49 0.060 25.07 276.60 0.091 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.90 208.33 0.086 11.26 219.92 0.051 UR-LL diag 22.00 143.75 0.153 44.43 124.56 0.357 LR-UL diag 43.78 143.75 0.305 22.65 124.56 0.182 Bot chord 12.14 261.49 0.046 19.28 276.60 0.070 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.02 16.00 0.126 8.26 -9.42 UR-LL diag 2.79 16.00 0.175 9.31 -9.31 LR-UL diag 3.22 16.00 0.201 9.31 -9.31 Bot chord 1.77 16.00 0.111 10.15 -8.90 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 4 Girder 3 Shapes Brace 4 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 52.74 58.60 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 70.72 61.27 Bot chord: WT 8.00 x 25.00 51.74 57.49 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 5 Girder 3 Shapes Brace 5 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 58.35 64.84 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 77.71 67.32 Bot chord: WT 8.00 x 25.00 57.25 63.61 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 5 - HS Girder 3 Forces - HS Forces on Brace 5 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.20 0.13 6.69 -6.61 0.00 Concurrent Mom -16.99 30.59 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -4.93 -0.61 33.88 -35.27 0.00 Concurrent shear -5.48 6.30 k Moment from fatigue trk 3.51 -3.24 Concurrent Shr -0.29 0.24 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.24 0.16 34.58 -34.78 0.00 Concurrent shear -5.55 6.25 k Moment from fatigue trk 25.28 -24.20 Concurrent Shr -2.98 3.24 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.06 0.03 3.84 -4.94 3.72 -4.94 0.00 0.00 UR-LL diag -2.40 -0.26 13.15 -13.55 13.14 -13.24 0.00 0.00 LR-UL diag 2.39 0.26 13.14 -13.24 13.15 -13.55 0.00 0.00 Bot chord 0.06 -0.03 5.33 -4.14 5.33 -4.02 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 5 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 8.30 208.33 0.040 10.76 213.10 0.050 UR-LL diag 25.08 143.75 0.174 32.87 117.34 0.280 LR-UL diag 31.99 143.75 0.223 25.96 117.34 0.221 Bot chord 11.61 261.49 0.044 8.95 268.39 0.033 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 6.38 208.33 0.031 8.27 213.10 0.039 UR-LL diag 19.29 143.75 0.134 25.28 117.34 0.215 LR-UL diag 24.61 143.75 0.171 19.97 117.34 0.170 Bot chord 8.93 261.49 0.034 6.89 268.39 0.026 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.16 16.00 0.073 4.66 -5.61 UR-LL diag 2.24 16.00 0.140 6.65 -6.27 LR-UL diag 2.24 16.00 0.140 6.65 -6.27 Bot chord 1.03 16.00 0.065 6.05 -5.02 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 5 Girder 3 Shapes Brace 5 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 58.35 64.84 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 77.71 67.32 Bot chord: WT 8.00 x 25.00 57.25 63.61 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 6 Girder 3 Shapes Brace 6 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.72 73.39 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 6 - HS Girder 3 Forces - HS Forces on Brace 6 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -9.75 -1.30 1.91 -5.22 0.00 Concurrent Mom -17.25 25.64 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 38.03 5.10 27.82 -10.02 0.00 Concurrent shear -5.18 1.91 k Moment from fatigue trk 1.29 -0.11 Concurrent Shr -0.20 0.02 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -20.14 -2.64 6.21 -17.33 0.00 Concurrent shear -1.80 5.21 k Moment from fatigue trk 4.83 -12.27 Concurrent Shr -1.26 3.13 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 3.08 0.39 3.71 -1.71 3.71 -2.98 0.00 0.00 UR-LL diag 21.33 2.84 11.32 -4.14 11.22 -11.38 0.00 0.00 LR-UL diag -21.07 -2.81 4.32 -11.38 11.32 -11.46 0.00 0.00 Bot chord -3.32 -0.42 1.85 -4.00 3.21 -4.00 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 6 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 12.56 208.33 0.060 1.95 205.61 0.009 UR-LL diag 55.99 143.75 0.389 0.00 109.41 0.000 LR-UL diag 0.00 143.75 0.000 55.93 109.41 0.511 Bot chord 2.10 261.49 0.008 13.57 259.37 0.052 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 9.66 208.33 0.046 1.50 205.61 0.007 UR-LL diag 43.07 143.75 0.300 0.00 109.41 0.000 LR-UL diag 0.00 143.75 0.000 43.02 109.41 0.393 Bot chord 1.62 261.49 0.006 10.43 259.37 0.040 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.19 16.00 0.012 0.43 -0.97 UR-LL diag 2.67 16.00 0.167 6.78 -6.86 LR-UL diag 2.36 16.00 0.147 6.78 -6.86 Bot chord 0.12 16.00 0.007 1.05 -0.46 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 6 Girder 3 Shapes Brace 6 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.72 73.39 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 7 Girder 3 Shapes Brace 7 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.94 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.71 73.38 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 7 - HS Girder 3 Forces - HS Forces on Brace 7 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.95 0.24 6.02 -6.11 0.00 Concurrent Mom -12.30 28.02 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -4.22 -0.84 33.82 -35.24 0.00 Concurrent shear -5.32 5.14 k Moment from fatigue trk 2.10 -3.90 Concurrent Shr -0.14 0.28 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 7.44 0.57 32.97 -35.36 0.00 Concurrent shear -5.18 5.56 k Moment from fatigue trk 24.64 -25.63 Concurrent Shr -3.20 3.15 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.12 -0.11 5.07 -6.83 4.28 -6.83 0.00 0.00 UR-LL diag -4.34 -0.52 13.29 -13.37 12.81 -13.28 0.00 0.00 LR-UL diag 4.16 0.51 12.81 -13.28 13.29 -13.37 0.00 0.00 Bot chord 2.28 0.12 7.37 -5.48 7.37 -4.62 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 7 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 8.12 208.33 0.039 17.72 205.63 0.086 UR-LL diag 22.54 143.75 0.157 35.34 109.43 0.323 LR-UL diag 34.93 143.75 0.243 22.95 109.43 0.210 Bot chord 19.14 261.49 0.073 8.77 259.38 0.034 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 6.25 208.33 0.030 13.63 205.63 0.066 UR-LL diag 17.34 143.75 0.121 27.19 109.43 0.248 LR-UL diag 26.87 143.75 0.187 17.65 109.43 0.161 Bot chord 14.72 261.49 0.056 6.75 259.38 0.026 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.08 16.00 0.067 4.89 -4.34 UR-LL diag 2.13 16.00 0.133 7.05 -7.14 LR-UL diag 2.45 16.00 0.153 7.05 -7.14 Bot chord 0.91 16.00 0.057 4.69 -5.28 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 7 Girder 3 Shapes Brace 7 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.94 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.71 73.38 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 8 Girder 3 Shapes Brace 8 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.73 73.40 Bot chord: WT 8.00 x 25.00 62.75 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 8 - HS Girder 3 Forces - HS Forces on Brace 8 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 3.01 0.16 8.77 -10.03 0.00 Concurrent Mom -24.17 48.36 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -11.62 -0.85 58.95 -51.34 0.00 Concurrent shear -8.37 7.84 k Moment from fatigue trk 2.77 -7.94 Concurrent Shr -0.15 0.61 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 6.33 0.11 52.04 -56.97 0.00 Concurrent shear -7.73 9.04 k Moment from fatigue trk 38.88 -43.32 Concurrent Shr -4.83 5.18 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.00 0.05 6.66 -8.94 6.71 -7.20 0.00 0.00 UR-LL diag -6.58 -0.35 21.77 -19.37 19.94 -21.85 0.00 0.00 LR-UL diag 6.50 0.35 18.78 -21.85 21.77 -19.39 0.00 0.00 Bot chord 1.08 -0.05 9.66 -7.19 7.78 -7.24 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 8 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.32 208.33 0.064 20.66 205.60 0.100 UR-LL diag 38.26 143.75 0.266 56.44 109.40 0.516 LR-UL diag 56.18 143.75 0.391 38.53 109.40 0.352 Bot chord 22.31 261.49 0.085 14.39 259.35 0.055 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 10.25 208.33 0.049 15.89 205.60 0.077 UR-LL diag 29.43 143.75 0.205 43.42 109.40 0.397 LR-UL diag 43.22 143.75 0.301 29.64 109.40 0.271 Bot chord 17.16 261.49 0.066 11.07 259.35 0.043 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.85 16.00 0.116 8.54 -7.31 UR-LL diag 3.38 16.00 0.211 11.63 -10.93 LR-UL diag 3.91 16.00 0.245 11.63 -10.93 Bot chord 1.55 16.00 0.097 7.89 -9.22 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 8 Girder 3 Shapes Brace 8 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.73 73.40 Bot chord: WT 8.00 x 25.00 62.75 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 9 Girder 3 Shapes Brace 9 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.73 73.40 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 9 - HS Girder 3 Forces - HS Forces on Brace 9 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.29 -0.08 9.18 -10.93 0.00 Concurrent Mom -45.73 63.31 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.90 -0.06 69.18 -52.60 0.00 Concurrent shear -10.19 7.96 k Moment from fatigue trk 3.79 -9.86 Concurrent Shr -0.15 0.74 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -2.64 -0.56 59.57 -64.46 0.00 Concurrent shear -8.39 9.88 k Moment from fatigue trk 46.21 -50.69 Concurrent Shr -5.31 6.74 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 0.99 0.20 6.98 -9.74 8.28 -9.18 0.00 0.00 UR-LL diag 0.68 0.19 23.55 -19.91 21.84 -24.01 0.00 0.00 LR-UL diag -0.59 -0.18 20.03 -24.01 23.55 -21.17 0.00 0.00 Bot chord -1.07 -0.21 10.52 -7.54 9.91 -8.94 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 9 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 19.53 208.33 0.094 19.60 205.60 0.095 UR-LL diag 52.25 143.75 0.363 51.00 109.40 0.466 LR-UL diag 50.12 143.75 0.349 53.13 109.40 0.486 Bot chord 21.16 261.49 0.081 21.09 259.35 0.081 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 15.02 208.33 0.072 15.07 205.60 0.073 UR-LL diag 40.19 143.75 0.280 39.23 109.40 0.359 LR-UL diag 38.55 143.75 0.268 40.87 109.40 0.374 Bot chord 16.28 261.49 0.062 16.22 259.35 0.063 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.08 16.00 0.130 8.62 -9.56 UR-LL diag 5.08 16.00 0.318 15.01 -14.31 LR-UL diag 5.08 16.00 0.318 15.01 -14.31 Bot chord 1.82 16.00 0.114 10.32 -9.31 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 9 Girder 3 Shapes Brace 9 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.73 73.40 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 10 Girder 3 Shapes Brace 10 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.41 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 10 - HS Girder 3 Forces - HS Forces on Brace 10 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.59 -0.09 9.22 -10.55 0.00 Concurrent Mom -37.27 57.81 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.20 0.08 66.69 -52.15 0.00 Concurrent shear -10.33 7.98 k Moment from fatigue trk 4.28 -9.40 Concurrent Shr -0.17 0.69 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -2.33 -0.48 58.21 -61.77 0.00 Concurrent shear -8.84 9.58 k Moment from fatigue trk 45.44 -47.95 Concurrent Shr -4.78 6.38 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 0.68 0.16 6.74 -8.36 7.71 -7.65 0.00 0.00 UR-LL diag 1.32 0.21 22.80 -20.15 21.16 -23.12 0.00 0.00 LR-UL diag -1.26 -0.20 19.96 -23.12 22.80 -20.53 0.00 0.00 Bot chord -0.73 -0.17 9.02 -7.28 8.26 -8.33 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 10 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.83 208.33 0.086 17.06 205.59 0.083 UR-LL diag 51.47 143.75 0.358 48.21 109.39 0.441 LR-UL diag 47.59 143.75 0.331 52.10 109.39 0.476 Bot chord 18.42 261.49 0.070 19.25 259.34 0.074 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.71 208.33 0.066 13.12 205.59 0.064 UR-LL diag 39.60 143.75 0.275 37.09 109.39 0.339 LR-UL diag 36.61 143.75 0.255 40.07 109.39 0.366 Bot chord 14.17 261.49 0.054 14.81 259.34 0.057 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.08 16.00 0.130 8.15 -10.29 UR-LL diag 4.81 16.00 0.301 14.21 -13.54 LR-UL diag 4.81 16.00 0.301 14.21 -13.54 Bot chord 1.87 16.00 0.117 11.11 -8.80 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 10 Girder 3 Shapes Brace 10 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.41 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 11 Girder 3 Shapes Brace 11 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.41 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 11 - HS Girder 3 Forces - HS Forces on Brace 11 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.46 0.10 7.77 -8.51 0.00 Concurrent Mom -28.73 39.35 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -4.44 -0.39 51.57 -44.39 0.00 Concurrent shear -7.08 6.98 k Moment from fatigue trk 3.91 -6.93 Concurrent Shr -0.14 0.50 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 4.30 0.21 46.48 -49.00 0.00 Concurrent shear -7.25 8.22 k Moment from fatigue trk 36.28 -37.60 Concurrent Shr -4.61 4.92 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.02 -0.03 5.34 -8.31 4.85 -5.72 0.00 0.00 UR-LL diag -3.23 -0.22 18.51 -17.04 18.09 -18.52 0.00 0.00 LR-UL diag 3.14 0.22 16.78 -18.52 18.51 -17.69 0.00 0.00 Bot chord 1.11 0.04 8.97 -5.77 6.17 -5.24 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 11 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 10.23 208.33 0.049 19.42 205.59 0.094 UR-LL diag 35.71 143.75 0.248 44.68 109.39 0.408 LR-UL diag 44.56 143.75 0.310 35.83 109.39 0.328 Bot chord 20.97 261.49 0.080 11.04 259.34 0.043 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 7.87 208.33 0.038 14.94 205.59 0.073 UR-LL diag 27.47 143.75 0.191 34.37 109.39 0.314 LR-UL diag 34.28 143.75 0.238 27.56 109.39 0.252 Bot chord 16.13 261.49 0.062 8.50 259.34 0.033 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.51 16.00 0.095 6.55 -6.61 UR-LL diag 3.72 16.00 0.232 10.98 -10.44 LR-UL diag 3.72 16.00 0.232 10.98 -10.44 Bot chord 1.31 16.00 0.082 7.14 -7.07 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 11 Girder 3 Shapes Brace 11 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.41 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 12 Girder 3 Shapes Brace 12 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.40 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 12 - HS Girder 3 Forces - HS Forces on Brace 12 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.11 0.45 5.00 -4.19 0.00 Concurrent Mom -20.44 18.78 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -15.26 -1.36 24.61 -27.47 0.00 Concurrent shear -3.57 4.49 k Moment from fatigue trk 2.53 -3.44 Concurrent Shr -0.10 0.25 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 15.26 1.32 29.40 -25.14 0.00 Concurrent shear -4.80 3.95 k Moment from fatigue trk 22.58 -18.61 Concurrent Shr -3.08 2.25 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord -3.68 -0.32 2.97 -3.58 3.05 -3.19 0.00 0.00 UR-LL diag -11.27 -0.99 9.12 -10.93 10.83 -10.57 0.00 0.00 LR-UL diag 10.97 0.96 10.83 -9.10 10.31 -10.93 0.00 0.00 Bot chord 3.98 0.34 3.87 -3.21 3.45 -3.29 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 12 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 1.41 208.33 0.007 12.98 205.59 0.063 UR-LL diag 7.57 143.75 0.053 39.66 109.40 0.363 LR-UL diag 39.02 143.75 0.271 8.21 109.40 0.075 Bot chord 14.02 261.49 0.054 1.52 259.35 0.006 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 1.09 208.33 0.005 9.98 205.59 0.049 UR-LL diag 5.82 143.75 0.041 30.51 109.40 0.279 LR-UL diag 30.02 143.75 0.209 6.31 109.40 0.058 Bot chord 10.78 261.49 0.041 1.17 259.35 0.005 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.70 16.00 0.044 3.62 -3.69 UR-LL diag 2.01 16.00 0.126 6.55 -6.85 LR-UL diag 2.62 16.00 0.164 6.55 -6.85 Bot chord 0.85 16.00 0.053 3.98 -3.91 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 12 Girder 3 Shapes Brace 12 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.40 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 13 Girder 3 Shapes Brace 13 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 13 - HS Girder 3 Forces - HS Forces on Brace 13 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 9.75 0.92 4.44 -1.03 0.00 Concurrent Mom -19.42 3.60 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -33.04 -3.12 4.20 -19.50 0.00 Concurrent shear -0.96 4.44 k Moment from fatigue trk 0.28 -0.22 Concurrent Shr -0.02 0.03 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 33.31 3.14 19.22 -4.79 0.00 Concurrent shear -4.21 1.03 k Moment from fatigue trk 12.62 -2.91 Concurrent Shr -2.40 0.50 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.89 -0.27 0.28 -0.26 0.28 -0.26 0.00 0.00 UR-LL diag -12.35 -1.17 1.31 -5.59 5.57 -5.29 0.00 0.00 LR-UL diag 12.13 1.15 5.57 -1.28 5.29 -5.59 0.00 0.00 Bot chord 3.10 0.29 0.28 -0.30 0.28 -0.30 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 13 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 4.69 205.61 0.023 UR-LL diag 0.00 143.75 0.000 29.70 103.13 0.288 LR-UL diag 29.35 143.75 0.204 0.00 103.13 0.000 Bot chord 5.01 261.49 0.019 0.00 259.37 0.000 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 3.61 205.61 0.018 UR-LL diag 0.00 143.75 0.000 22.85 103.13 0.222 LR-UL diag 22.57 143.75 0.157 0.00 103.13 0.000 Bot chord 3.86 261.49 0.015 0.00 259.37 0.000 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.05 16.00 0.003 0.15 -0.37 UR-LL diag 0.90 16.00 0.056 2.99 -3.02 LR-UL diag 1.18 16.00 0.074 2.99 -3.02 Bot chord 0.06 16.00 0.004 0.40 -0.16 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 13 Girder 3 Shapes Brace 13 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 14 Girder 3 Shapes Brace 14 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 14 - HS Girder 3 Forces - HS Forces on Brace 14 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.57 0.25 10.50 -10.03 0.00 Concurrent Mom -23.92 59.13 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -7.87 -0.90 64.95 -67.41 0.00 Concurrent shear -8.99 9.22 k Moment from fatigue trk 8.04 -11.85 Concurrent Shr -0.44 0.60 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 9.63 0.77 64.32 -66.21 0.00 Concurrent shear -8.45 9.15 k Moment from fatigue trk 50.81 -49.08 Concurrent Shr -3.61 3.93 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.97 -0.06 5.97 -5.92 5.77 -6.09 0.00 0.00 UR-LL diag -3.27 -0.31 12.48 -13.40 12.95 -12.71 0.00 0.00 LR-UL diag 3.19 0.31 12.95 -12.71 12.48 -13.40 0.00 0.00 Bot chord 1.03 0.06 6.33 -6.39 6.51 -6.16 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 14 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 11.64 208.33 0.056 14.55 205.58 0.071 UR-LL diag 23.47 143.75 0.163 33.74 103.10 0.327 LR-UL diag 32.67 143.75 0.227 24.54 103.10 0.238 Bot chord 15.55 261.49 0.059 12.45 259.33 0.048 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 8.95 208.33 0.043 11.19 205.58 0.054 UR-LL diag 18.05 143.75 0.126 25.95 103.10 0.252 LR-UL diag 25.13 143.75 0.175 18.88 103.10 0.183 Bot chord 11.96 261.49 0.046 9.57 259.33 0.037 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.79 16.00 0.112 7.45 -8.23 UR-LL diag 1.51 16.00 0.094 5.21 -4.84 LR-UL diag 1.74 16.00 0.109 5.21 -4.84 Bot chord 1.55 16.00 0.097 8.79 -7.97 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 14 Girder 3 Shapes Brace 14 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 15 Girder 3 Shapes Brace 15 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 15 - HS Girder 3 Forces - HS Forces on Brace 15 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -3.79 -0.35 13.05 -14.96 0.00 Concurrent Mom -61.02 98.49 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 14.87 0.92 116.14 -90.36 0.00 Concurrent shear -12.61 11.29 k Moment from fatigue trk 12.16 -23.49 Concurrent Shr -0.56 1.14 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -10.94 -1.47 99.00 -101.26 0.00 Concurrent shear -9.83 13.81 k Moment from fatigue trk 79.08 -80.81 Concurrent Shr -5.28 8.08 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 0.64 0.17 9.20 -13.95 9.02 -12.92 0.00 0.00 UR-LL diag 4.79 0.45 18.51 -16.37 17.68 -19.05 0.00 0.00 LR-UL diag -4.74 -0.44 16.39 -19.05 18.51 -17.00 0.00 0.00 Bot chord -0.68 -0.18 14.91 -9.84 13.81 -9.65 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 15 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 21.03 208.33 0.101 29.22 205.61 0.142 UR-LL diag 47.00 143.75 0.327 34.54 103.13 0.335 LR-UL diag 33.46 143.75 0.233 48.07 103.13 0.466 Bot chord 31.25 261.49 0.119 22.48 259.37 0.087 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 16.18 208.33 0.078 22.48 205.61 0.109 UR-LL diag 36.15 143.75 0.251 26.57 103.13 0.258 LR-UL diag 25.74 143.75 0.179 36.98 103.13 0.359 Bot chord 24.04 261.49 0.092 17.29 259.37 0.067 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.67 16.00 0.167 10.48 -13.18 UR-LL diag 3.52 16.00 0.220 10.53 -9.74 LR-UL diag 3.52 16.00 0.220 10.53 -9.74 Bot chord 2.37 16.00 0.148 14.09 -11.21 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 15 Girder 3 Shapes Brace 15 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 16 Girder 3 Shapes Brace 16 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.12 71.25 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.10 78.05 Bot chord: WT 8.00 x 25.00 62.91 69.91 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 16 - HS Girder 3 Forces - HS Forces on Brace 16 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -8.57 -0.80 13.06 -16.69 0.00 Concurrent Mom -83.57 107.90 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 32.79 2.25 140.74 -99.81 0.00 Concurrent shear -14.19 11.38 k Moment from fatigue trk 13.33 -31.92 Concurrent Shr -0.51 1.44 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -25.50 -3.19 115.38 -113.27 0.00 Concurrent shear -10.63 13.87 k Moment from fatigue trk 90.89 -90.44 Concurrent Shr -4.92 9.60 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 1.66 0.35 11.35 -18.08 11.81 -15.94 0.00 0.00 UR-LL diag 10.84 1.02 20.72 -16.22 17.89 -21.28 0.00 0.00 LR-UL diag -10.72 -0.99 16.64 -21.28 20.72 -17.00 0.00 0.00 Bot chord -1.78 -0.38 19.33 -12.14 17.04 -12.63 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 16 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 28.27 208.33 0.136 36.63 205.37 0.178 UR-LL diag 60.41 143.75 0.420 30.77 102.87 0.299 LR-UL diag 29.76 143.75 0.207 61.42 102.87 0.597 Bot chord 39.16 261.49 0.150 30.22 259.08 0.117 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 21.74 208.33 0.104 28.18 205.37 0.137 UR-LL diag 46.47 143.75 0.323 23.67 102.87 0.230 LR-UL diag 22.90 143.75 0.159 47.24 102.87 0.459 Bot chord 30.13 261.49 0.115 23.25 259.08 0.090 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 3.06 16.00 0.191 11.08 -16.41 UR-LL diag 4.73 16.00 0.295 12.49 -11.66 LR-UL diag 4.19 16.00 0.262 12.49 -11.66 Bot chord 2.79 16.00 0.174 17.54 -11.84 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 16 Girder 3 Shapes Brace 16 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.12 71.25 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.10 78.05 Bot chord: WT 8.00 x 25.00 62.91 69.91 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 17 Girder 3 Shapes Brace 17 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.72 71.91 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.80 78.66 Bot chord: WT 8.00 x 25.00 63.50 70.55 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 17 - HS Girder 3 Forces - HS Forces on Brace 17 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -10.83 -1.01 12.47 -16.98 0.00 Concurrent Mom -105.13 134.66 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 41.69 2.80 147.13 -106.82 0.00 Concurrent shear -15.96 11.85 k Moment from fatigue trk 12.38 -36.72 Concurrent Shr -0.39 1.63 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -32.00 -4.05 116.52 -118.39 0.00 Concurrent shear -10.37 15.44 k Moment from fatigue trk 89.88 -90.95 Concurrent Shr -4.04 1.84 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 2.16 0.46 12.38 -17.48 11.28 -16.39 0.00 0.00 UR-LL diag 13.82 1.30 21.02 -15.38 19.99 -22.02 0.00 0.00 LR-UL diag -13.65 -1.26 16.24 -22.02 21.02 -19.15 0.00 0.00 Bot chord -2.31 -0.49 18.69 -13.24 17.53 -12.06 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 17 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 30.29 208.33 0.145 34.54 204.54 0.169 UR-LL diag 65.27 143.75 0.454 28.17 101.99 0.276 LR-UL diag 26.24 143.75 0.183 67.20 101.99 0.659 Bot chord 36.94 261.49 0.141 32.39 258.07 0.126 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 23.30 208.33 0.112 26.57 204.54 0.130 UR-LL diag 50.21 143.75 0.349 21.67 101.99 0.212 LR-UL diag 20.18 143.75 0.140 51.69 101.99 0.507 Bot chord 28.41 261.49 0.109 24.92 258.07 0.097 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 4.31 16.00 0.269 19.83 -17.10 UR-LL diag 2.00 16.00 0.125 4.47 -5.77 LR-UL diag 1.54 16.00 0.096 4.47 -5.77 Bot chord 3.59 16.00 0.224 18.29 -21.21 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 17 Girder 3 Shapes Brace 17 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.72 71.91 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.80 78.66 Bot chord: WT 8.00 x 25.00 63.50 70.55 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 18 Girder 3 Shapes Brace 18 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 65.73 73.03 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 92.00 79.69 Bot chord: WT 8.00 x 25.00 64.49 71.65 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 18 - HS Girder 3 Forces - HS Forces on Brace 18 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -10.12 -0.93 12.27 -16.61 0.00 Concurrent Mom -102.81 133.42 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 38.83 2.43 145.54 -105.29 0.00 Concurrent shear -15.67 11.67 k Moment from fatigue trk 10.23 -36.43 Concurrent Shr -0.27 1.60 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -30.02 -3.91 115.27 -116.39 0.00 Concurrent shear -8.70 15.11 k Moment from fatigue trk 87.22 -87.13 Concurrent Shr -4.47 1.78 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 2.22 0.48 12.02 -17.14 10.76 -17.82 0.00 0.00 UR-LL diag 13.09 1.21 20.84 -15.35 19.81 -21.83 0.00 0.00 LR-UL diag -12.92 -1.18 16.17 -21.83 20.84 -19.00 0.00 0.00 Bot chord -2.38 -0.51 18.33 -12.86 19.06 -11.51 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 18 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 29.61 208.33 0.142 35.16 203.09 0.173 UR-LL diag 63.83 143.75 0.444 28.81 100.47 0.287 LR-UL diag 26.91 143.75 0.187 65.73 100.47 0.654 Bot chord 37.62 261.49 0.144 31.68 256.34 0.124 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 22.77 208.33 0.109 27.05 203.09 0.133 UR-LL diag 49.10 143.75 0.342 22.16 100.47 0.221 LR-UL diag 20.70 143.75 0.144 50.56 100.47 0.503 Bot chord 28.94 261.49 0.111 24.37 256.34 0.095 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 4.08 16.00 0.255 18.95 -15.89 UR-LL diag 2.25 16.00 0.140 5.14 -6.34 LR-UL diag 1.72 16.00 0.108 5.14 -6.34 Bot chord 3.38 16.00 0.211 17.00 -20.27 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 18 Girder 3 Shapes Brace 18 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 65.73 73.03 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 92.00 79.69 Bot chord: WT 8.00 x 25.00 64.49 71.65 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 19 Girder 3 Shapes Brace 19 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 67.13 74.59 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 93.67 81.14 Bot chord: WT 8.00 x 25.00 65.87 73.19 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 19 - HS Girder 3 Forces - HS Forces on Brace 19 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -7.39 -0.66 12.44 -15.79 0.00 Concurrent Mom -91.63 108.30 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 27.23 1.42 138.27 -98.15 0.00 Concurrent shear -13.74 10.84 k Moment from fatigue trk 10.79 -31.38 Concurrent Shr -0.34 1.37 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -23.06 -3.04 111.32 -109.47 0.00 Concurrent shear -9.65 13.01 k Moment from fatigue trk 86.43 -84.78 Concurrent Shr -4.58 9.48 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 2.07 0.42 10.97 -17.24 11.17 -15.54 0.00 0.00 UR-LL diag 9.75 0.87 20.36 -15.98 17.44 -20.94 0.00 0.00 LR-UL diag -9.59 -0.84 16.55 -20.94 20.36 -16.59 0.00 0.00 Bot chord -2.22 -0.45 18.46 -11.74 16.63 -11.96 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 19 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 27.50 208.33 0.132 34.19 201.05 0.170 UR-LL diag 58.01 143.75 0.404 31.66 98.30 0.322 LR-UL diag 30.65 143.75 0.213 59.03 98.30 0.600 Bot chord 36.60 261.49 0.140 29.43 253.88 0.116 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 21.15 208.33 0.102 26.30 201.05 0.131 UR-LL diag 44.63 143.75 0.310 24.36 98.30 0.248 LR-UL diag 23.58 143.75 0.164 45.41 98.30 0.462 Bot chord 28.15 261.49 0.108 22.64 253.88 0.089 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.74 16.00 0.171 9.34 -15.46 UR-LL diag 4.85 16.00 0.303 12.75 -12.04 LR-UL diag 4.30 16.00 0.269 12.75 -12.04 Bot chord 2.54 16.00 0.159 16.55 -10.00 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 19 Girder 3 Shapes Brace 19 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 67.13 74.59 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 93.67 81.14 Bot chord: WT 8.00 x 25.00 65.87 73.19 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 20 Girder 3 Shapes Brace 20 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 68.93 76.59 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 95.82 83.00 Bot chord: WT 8.00 x 25.00 67.63 75.15 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 20 - HS Girder 3 Forces - HS Forces on Brace 20 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.78 -0.11 11.82 -13.50 0.00 Concurrent Mom -69.42 95.05 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.05 -0.40 110.79 -88.76 0.00 Concurrent shear -11.57 10.51 k Moment from fatigue trk 9.62 -22.50 Concurrent Shr -0.35 1.09 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -7.07 -1.15 92.44 -93.74 0.00 Concurrent shear -8.55 12.24 k Moment from fatigue trk 72.88 -72.10 Concurrent Shr -4.70 7.71 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 0.92 0.23 8.77 -12.80 7.89 -12.01 0.00 0.00 UR-LL diag 2.42 0.16 17.81 -15.72 16.68 -18.32 0.00 0.00 LR-UL diag -2.35 -0.14 15.92 -18.32 17.81 -16.07 0.00 0.00 Bot chord -0.98 -0.25 13.71 -9.39 12.86 -8.45 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 20 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 20.53 208.33 0.099 26.30 198.38 0.133 UR-LL diag 42.01 143.75 0.292 36.42 95.47 0.382 LR-UL diag 35.42 143.75 0.246 43.01 95.47 0.450 Bot chord 28.17 261.49 0.108 21.99 250.65 0.088 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 15.79 208.33 0.076 20.23 198.38 0.102 UR-LL diag 32.31 143.75 0.225 28.02 95.47 0.293 LR-UL diag 27.25 143.75 0.190 33.08 95.47 0.347 Bot chord 21.67 261.49 0.083 16.92 250.65 0.067 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.23 16.00 0.140 8.12 -11.90 UR-LL diag 3.58 16.00 0.224 10.62 -10.00 LR-UL diag 3.58 16.00 0.224 10.62 -10.00 Bot chord 2.04 16.00 0.127 12.75 -8.69 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 20 Girder 3 Shapes Brace 20 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 68.93 76.59 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 95.82 83.00 Bot chord: WT 8.00 x 25.00 67.63 75.15 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 21 Girder 3 Shapes Brace 21 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 71.20 79.11 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 98.53 85.35 Bot chord: WT 8.00 x 25.00 69.85 77.61 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 21 - HS Girder 3 Forces - HS Forces on Brace 21 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.34 0.56 8.96 -8.24 0.00 Concurrent Mom -31.77 48.87 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -21.33 -2.51 59.36 -63.83 0.00 Concurrent shear -7.24 8.24 k Moment from fatigue trk 6.36 -11.15 Concurrent Shr -0.26 0.55 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 15.02 1.32 56.74 -56.47 0.00 Concurrent shear -7.34 7.19 k Moment from fatigue trk 45.08 -41.90 Concurrent Shr -3.43 4.23 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.48 -0.09 5.16 -5.32 4.69 -4.57 0.00 0.00 UR-LL diag -7.41 -0.78 11.27 -12.46 12.19 -11.39 0.00 0.00 LR-UL diag 7.29 0.77 12.19 -11.39 11.27 -12.46 0.00 0.00 Bot chord 1.59 0.10 5.70 -5.53 4.90 -5.03 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 21 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 9.15 208.33 0.044 13.60 194.91 0.070 UR-LL diag 15.83 143.75 0.110 37.69 91.80 0.411 LR-UL diag 36.96 143.75 0.257 16.56 91.80 0.180 Bot chord 14.58 261.49 0.056 9.81 246.48 0.040 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 7.04 208.33 0.034 10.46 194.91 0.054 UR-LL diag 12.18 143.75 0.085 28.99 91.80 0.316 LR-UL diag 28.43 143.75 0.198 12.74 91.80 0.139 Bot chord 11.21 261.49 0.043 7.55 246.48 0.031 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.29 16.00 0.080 4.85 -6.61 UR-LL diag 1.74 16.00 0.109 6.00 -5.63 LR-UL diag 2.02 16.00 0.126 6.00 -5.63 Bot chord 1.16 16.00 0.072 7.08 -5.20 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 21 Girder 3 Shapes Brace 21 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 71.20 79.11 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 98.53 85.35 Bot chord: WT 8.00 x 25.00 69.85 77.61 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 22 Girder 3 Shapes Brace 22 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 73.81 82.01 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 101.67 88.08 Bot chord: WT 8.00 x 25.00 72.41 80.46 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 22 - HS Girder 3 Forces - HS Forces on Brace 22 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 12.70 1.22 4.63 -1.16 0.00 Concurrent Mom -23.65 5.30 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -44.75 -4.32 6.07 -24.93 0.00 Concurrent shear -1.09 4.59 k Moment from fatigue trk 0.28 -0.20 Concurrent Shr -0.01 0.02 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 41.62 3.99 21.55 -5.63 0.00 Concurrent shear -4.27 1.16 k Moment from fatigue trk 12.71 -3.53 Concurrent Shr -2.27 0.64 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord -5.52 -0.53 0.21 -0.24 0.30 -0.24 0.00 0.00 UR-LL diag -18.24 -1.76 1.66 -6.58 6.56 -6.06 0.00 0.00 LR-UL diag 17.81 1.71 6.56 -1.64 6.08 -6.58 0.00 0.00 Bot chord 5.92 0.57 0.26 -0.23 0.26 -0.32 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 22 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 8.38 190.77 0.044 UR-LL diag 0.00 143.75 0.000 40.27 87.42 0.461 LR-UL diag 39.62 143.75 0.276 0.00 87.42 0.000 Bot chord 8.99 261.49 0.034 0.00 241.49 0.000 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 6.45 190.77 0.034 UR-LL diag 0.00 143.75 0.000 30.98 87.42 0.354 LR-UL diag 30.48 143.75 0.212 0.00 87.42 0.000 Bot chord 6.92 261.49 0.026 0.00 241.49 0.000 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.02 16.00 0.001 0.03 -0.15 UR-LL diag 0.97 16.00 0.060 3.22 -3.23 LR-UL diag 1.26 16.00 0.079 3.22 -3.23 Bot chord 0.02 16.00 0.001 0.16 -0.04 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 22 Girder 3 Shapes Brace 22 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 73.81 82.01 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 101.67 88.08 Bot chord: WT 8.00 x 25.00 72.41 80.46 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 23 Girder 3 Shapes Brace 23 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 76.52 85.02 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 104.96 90.92 Bot chord: WT 8.00 x 25.00 75.08 83.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 23 - HS Girder 3 Forces - HS Forces on Brace 23 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 3.64 0.32 7.26 -7.34 0.00 Concurrent Mom -23.51 46.20 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -4.88 -0.34 60.14 -51.80 0.00 Concurrent shear -6.46 6.45 k Moment from fatigue trk 6.00 -8.05 Concurrent Shr -0.20 0.35 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 19.90 1.85 53.70 -50.99 0.00 Concurrent shear -6.85 6.56 k Moment from fatigue trk 40.39 -37.32 Concurrent Shr -4.13 2.55 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord -3.67 -0.35 3.88 -5.88 3.54 -3.99 0.00 0.00 UR-LL diag -5.48 -0.49 10.71 -10.80 10.48 -10.81 0.00 0.00 LR-UL diag 5.20 0.46 10.48 -10.81 10.71 -10.80 0.00 0.00 Bot chord 3.94 0.37 6.31 -4.17 4.29 -3.80 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 23 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 3.21 208.33 0.015 17.98 186.31 0.097 UR-LL diag 15.48 143.75 0.108 31.23 82.70 0.378 LR-UL diag 30.59 143.75 0.213 16.12 82.70 0.195 Bot chord 19.31 261.49 0.074 3.44 236.12 0.015 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 2.47 208.33 0.012 13.83 186.31 0.074 UR-LL diag 11.91 143.75 0.083 24.02 82.70 0.290 LR-UL diag 23.53 143.75 0.164 12.40 82.70 0.150 Bot chord 14.85 261.49 0.057 2.65 236.12 0.011 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.94 16.00 0.059 5.58 -4.22 UR-LL diag 1.82 16.00 0.113 5.89 -6.22 LR-UL diag 2.37 16.00 0.148 5.89 -6.22 Bot chord 1.13 16.00 0.071 4.53 -6.00 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 23 Girder 3 Shapes Brace 23 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 76.52 85.02 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 104.96 90.92 Bot chord: WT 8.00 x 25.00 75.08 83.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 24 Girder 3 Shapes Brace 24 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 79.59 88.43 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 108.68 94.15 Bot chord: WT 8.00 x 25.00 78.09 86.76 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 24 - HS Girder 3 Forces - HS Forces on Brace 24 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -3.68 -0.47 8.99 -11.27 0.00 Concurrent Mom -50.64 88.10 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 27.86 3.15 104.85 -74.54 0.00 Concurrent shear -9.82 7.96 k Moment from fatigue trk 8.46 -16.18 Concurrent Shr -0.25 0.70 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.81 -0.05 77.56 -79.02 0.00 Concurrent shear -6.39 9.37 k Moment from fatigue trk 56.98 -61.59 Concurrent Shr -3.14 4.68 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.61 -0.11 6.92 -11.63 6.05 -9.82 0.00 0.00 UR-LL diag 5.53 0.71 16.88 -13.65 14.45 -17.32 0.00 0.00 LR-UL diag -5.65 -0.72 13.63 -17.32 16.88 -13.97 0.00 0.00 Bot chord 1.73 0.12 12.50 -7.44 10.55 -6.50 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 24 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 12.80 208.33 0.061 27.48 181.08 0.152 UR-LL diag 44.75 143.75 0.311 29.50 77.24 0.382 LR-UL diag 28.36 143.75 0.197 45.88 77.24 0.594 Bot chord 29.52 261.49 0.113 13.75 229.81 0.060 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 9.84 208.33 0.047 21.14 181.08 0.117 UR-LL diag 34.42 143.75 0.239 22.69 77.24 0.294 LR-UL diag 21.82 143.75 0.152 35.29 77.24 0.457 Bot chord 22.71 261.49 0.087 10.58 229.81 0.046 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.02 16.00 0.126 8.33 -9.35 UR-LL diag 2.78 16.00 0.174 7.44 -6.78 LR-UL diag 2.47 16.00 0.154 7.44 -6.78 Bot chord 1.76 16.00 0.110 10.04 -8.95 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 24 Girder 3 Shapes Brace 24 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 79.59 88.43 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 108.68 94.15 Bot chord: WT 8.00 x 25.00 78.09 86.76 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 25 Girder 3 Shapes Brace 25 Type D bracing - rolled shape diaphragm W40x199.0 Service Forces - Girder 3 To Adjacent Girder - Brace 25 - HS Girder 3 Forces - HS Forces on Brace 25 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 23.54 2.47 85.18 -30.13 0.00 Concurrent Mom -31.49 166.52 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 31.76 5.11 208.81 -183.95 0.00 Concurrent shear 11.54 49.44 k Moment from fatigue trk 17.48 -40.45 Concurrent Shr -0.82 3.75 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 211.10 23.95 354.36 -218.45 0.00 Concurrent shear -70.39 21.29 k Moment from fatigue trk 278.16 -160.98 Concurrent Shr -48.08 9.65 Service Stress - ksi Noncomp Comp LL+I Side- Dead Dead walk Shear 0.94 0.10 -1.20 0.00 Bending at Gdr 3 0.49 0.08 3.25 0.00 Bending at Gdr 4 3.29 0.37 5.52 0.00 Grp I - Factored Shear - k Actual Strength Ratio 218.76 689.16 0.317 Grp I - Factored Moment - k-ft Actual Strength Ratio at Gdr 3 501.27 3208.33 0.156 at Gdr 4 1074.88 3208.33 0.335 Overload Factored Moment - k-ft Actual Strength Ratio at Gdr 3 385.59 3208.33 0.335 at Gdr 4 826.83 3208.33 0.258 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Flange 10.27 16.00 0.642 Shapes - Girder 3 To Adjacent Girder - Brace 25 Girder 3 Shapes Brace 25 Type D bracing - rolled shape diaphragm W40x199.0 Shapes - Girder 3 To Adjacent Girder - Brace 26 Girder 3 Shapes Brace 26 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 18.60 20.67 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 43.10 37.34 Bot chord: WT 8.00 x 25.00 18.25 20.28 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 26 - HS Girder 3 Forces - HS Forces on Brace 26 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -16.93 -1.74 24.42 -49.32 0.00 Concurrent Mom -73.23 105.88 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 42.30 6.51 125.76 -97.55 0.00 Concurrent shear -44.13 23.84 k Moment from fatigue trk 4.68 -11.05 Concurrent Shr 0.43 -0.78 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -72.85 -5.30 73.78 -109.81 0.00 Concurrent shear -13.08 40.10 k Moment from fatigue trk 48.49 -88.41 Concurrent Shr -3.31 28.96 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord -4.84 -1.03 16.20 -16.44 13.83 -13.90 0.00 0.00 UR-LL diag 10.12 1.03 29.54 -14.55 24.32 -29.82 0.00 0.00 LR-UL diag -10.26 -1.06 14.84 -29.82 29.54 -23.93 0.00 0.00 Bot chord 4.91 1.05 16.70 -16.46 14.12 -14.05 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 26 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 27.54 208.33 0.132 43.32 246.54 0.176 UR-LL diag 78.62 143.75 0.547 50.24 146.44 0.343 LR-UL diag 49.42 143.75 0.344 79.44 146.44 0.542 Bot chord 44.00 261.49 0.168 27.98 308.67 0.091 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 21.19 208.33 0.102 33.32 246.54 0.135 UR-LL diag 60.48 143.75 0.421 38.65 146.44 0.264 LR-UL diag 38.02 143.75 0.264 61.11 146.44 0.417 Bot chord 33.85 261.49 0.129 21.52 308.67 0.070 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.69 16.00 0.168 12.24 -10.89 UR-LL diag 6.82 16.00 0.426 17.60 -17.25 LR-UL diag 6.03 16.00 0.377 17.60 -17.25 Bot chord 2.14 16.00 0.134 11.06 -12.43 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 26 Girder 3 Shapes Brace 26 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 18.60 20.67 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 43.10 37.34 Bot chord: WT 8.00 x 25.00 18.25 20.28 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 27 Girder 3 Shapes Brace 27 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 22.62 25.13 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 46.19 40.01 Bot chord: WT 8.00 x 25.00 22.19 24.66 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 27 - HS Girder 3 Forces - HS Forces on Brace 27 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -5.22 -0.66 15.54 -24.23 0.00 Concurrent Mom -52.11 90.87 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -9.27 1.97 102.20 -94.22 0.00 Concurrent shear -17.55 9.10 k Moment from fatigue trk 6.18 -16.20 Concurrent Shr -0.32 1.20 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -44.78 -2.53 91.79 -111.50 0.00 Concurrent shear -13.99 20.14 k Moment from fatigue trk 61.74 -90.09 Concurrent Shr -1.39 6.82 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 4.38 -0.22 19.55 -18.11 19.36 -16.98 0.00 0.00 UR-LL diag 3.45 0.42 15.39 -9.90 13.35 -15.86 0.00 0.00 LR-UL diag -3.29 -0.43 10.14 -15.86 15.39 -12.63 0.00 0.00 Bot chord -4.49 0.22 18.54 -20.01 17.38 -19.81 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 27 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 47.86 208.33 0.230 33.91 244.73 0.139 UR-LL diag 38.44 143.75 0.267 29.39 144.53 0.203 LR-UL diag 28.58 143.75 0.199 39.25 144.53 0.272 Bot chord 34.70 261.49 0.133 48.97 306.49 0.160 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 36.81 208.33 0.177 26.08 244.73 0.107 UR-LL diag 29.57 143.75 0.206 22.61 144.53 0.156 LR-UL diag 21.98 143.75 0.153 30.19 144.53 0.209 Bot chord 26.69 261.49 0.102 37.67 306.49 0.123 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 4.03 16.00 0.252 19.45 -14.65 UR-LL diag 1.72 16.00 0.107 4.75 -4.04 LR-UL diag 1.32 16.00 0.082 4.75 -4.04 Bot chord 3.13 16.00 0.196 14.99 -19.90 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 27 Girder 3 Shapes Brace 27 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 22.62 25.13 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 46.19 40.01 Bot chord: WT 8.00 x 25.00 22.19 24.66 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 28 Girder 3 Shapes Brace 28 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 26.94 29.93 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 49.89 43.22 Bot chord: WT 8.00 x 25.00 26.43 29.37 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 28 - HS Girder 3 Forces - HS Forces on Brace 28 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.83 -0.26 13.90 -18.03 0.00 Concurrent Mom -58.71 64.58 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -23.62 0.20 99.56 -98.39 0.00 Concurrent shear -11.42 6.56 k Moment from fatigue trk 6.74 -16.19 Concurrent Shr -0.36 1.26 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -36.09 -1.59 94.32 -110.28 0.00 Concurrent shear -11.97 15.19 k Moment from fatigue trk 65.67 -87.78 Concurrent Shr -3.49 4.32 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 6.67 0.08 21.01 -18.97 19.81 -17.43 0.00 0.00 UR-LL diag 1.43 0.18 12.39 -9.50 11.02 -12.72 0.00 0.00 LR-UL diag -1.13 -0.18 9.86 -12.72 12.39 -10.13 0.00 0.00 Bot chord -6.88 -0.08 19.57 -21.67 17.97 -20.43 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 28 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 54.38 208.33 0.261 32.42 242.39 0.134 UR-LL diag 29.00 143.75 0.202 25.52 142.05 0.180 LR-UL diag 25.20 143.75 0.175 29.31 142.05 0.206 Bot chord 33.44 261.49 0.128 56.10 303.67 0.185 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 41.83 208.33 0.201 24.94 242.39 0.103 UR-LL diag 22.31 143.75 0.155 19.63 142.05 0.138 LR-UL diag 19.39 143.75 0.135 22.55 142.05 0.159 Bot chord 25.72 261.49 0.098 43.15 303.67 0.142 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 4.01 16.00 0.251 19.48 -14.45 UR-LL diag 1.21 16.00 0.076 3.45 -2.76 LR-UL diag 0.93 16.00 0.058 3.45 -2.76 Bot chord 3.14 16.00 0.196 14.90 -20.09 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 28 Girder 3 Shapes Brace 28 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 26.94 29.93 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 49.89 43.22 Bot chord: WT 8.00 x 25.00 26.43 29.37 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 29 Girder 3 Shapes Brace 29 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 31.59 35.10 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 54.23 46.98 Bot chord: WT 8.00 x 25.00 30.99 34.44 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 29 - HS Girder 3 Forces - HS Forces on Brace 29 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.43 -0.18 13.48 -16.72 0.00 Concurrent Mom -59.76 63.43 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -24.64 -0.40 94.68 -94.39 0.00 Concurrent shear -13.22 5.51 k Moment from fatigue trk 6.56 -13.67 Concurrent Shr -0.37 0.98 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -34.37 -1.61 90.52 -103.04 0.00 Concurrent shear -9.87 13.93 k Moment from fatigue trk 65.76 -81.02 Concurrent Shr -3.38 1.10 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 6.82 0.20 20.00 -15.77 17.42 -16.62 0.00 0.00 UR-LL diag 1.26 0.14 12.50 -10.02 11.00 -12.82 0.00 0.00 LR-UL diag -0.90 -0.13 10.39 -12.82 12.50 -10.09 0.00 0.00 Bot chord -7.09 -0.20 16.39 -20.79 17.27 -18.11 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 29 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 52.53 208.33 0.252 26.96 239.42 0.113 UR-LL diag 28.96 143.75 0.201 26.02 138.90 0.187 LR-UL diag 25.79 143.75 0.179 29.18 138.90 0.210 Bot chord 28.02 261.49 0.107 54.61 300.09 0.182 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 40.41 208.33 0.194 20.74 239.42 0.087 UR-LL diag 22.27 143.75 0.155 20.01 138.90 0.144 LR-UL diag 19.84 143.75 0.138 22.45 138.90 0.162 Bot chord 21.56 261.49 0.082 42.01 300.09 0.140 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 3.95 16.00 0.247 19.19 -14.19 UR-LL diag 0.87 16.00 0.054 2.19 -2.93 LR-UL diag 0.77 16.00 0.048 2.19 -2.93 Bot chord 3.11 16.00 0.194 14.75 -19.95 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 29 Girder 3 Shapes Brace 29 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 31.59 35.10 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 54.23 46.98 Bot chord: WT 8.00 x 25.00 30.99 34.44 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 30 Girder 3 Shapes Brace 30 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 36.55 40.61 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 59.18 51.27 Bot chord: WT 8.00 x 25.00 35.86 39.84 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 30 - HS Girder 3 Forces - HS Forces on Brace 30 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.73 0.04 13.74 -15.30 0.00 Concurrent Mom -49.48 57.28 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -28.51 -1.33 80.98 -81.80 0.00 Concurrent shear -12.38 5.82 k Moment from fatigue trk 5.44 -9.61 Concurrent Shr -0.30 0.64 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -23.57 -1.02 77.57 -88.01 0.00 Concurrent shear -10.09 12.54 k Moment from fatigue trk 57.83 -66.91 Concurrent Shr -5.03 6.95 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 6.48 0.29 16.18 -11.76 13.37 -12.41 0.00 0.00 UR-LL diag -0.41 -0.03 12.52 -11.26 11.45 -12.76 0.00 0.00 LR-UL diag 0.79 0.05 11.45 -12.76 12.52 -11.26 0.00 0.00 Bot chord -6.78 -0.31 12.31 -16.94 12.99 -14.00 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 30 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 43.92 208.33 0.211 18.13 235.72 0.077 UR-LL diag 26.61 143.75 0.185 28.27 135.00 0.209 LR-UL diag 28.27 143.75 0.197 26.62 135.00 0.197 Bot chord 18.98 261.49 0.073 45.98 295.64 0.156 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 33.79 208.33 0.162 13.95 235.72 0.059 UR-LL diag 20.47 143.75 0.142 21.75 135.00 0.161 LR-UL diag 21.74 143.75 0.151 20.48 135.00 0.152 Bot chord 14.60 261.49 0.056 35.37 295.64 0.120 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 3.06 16.00 0.191 11.82 -10.85 UR-LL diag 2.00 16.00 0.125 6.09 -5.40 LR-UL diag 1.72 16.00 0.108 6.09 -5.40 Bot chord 1.81 16.00 0.113 11.36 -12.38 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 30 Girder 3 Shapes Brace 30 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 36.55 40.61 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 59.18 51.27 Bot chord: WT 8.00 x 25.00 35.86 39.84 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 31 Girder 3 Shapes Brace 31 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 41.88 46.53 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 64.79 56.12 Bot chord: WT 8.00 x 25.00 41.09 45.65 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 31 - HS Girder 3 Forces - HS Forces on Brace 31 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 3.26 0.31 11.09 -10.42 0.00 Concurrent Mom -35.11 37.34 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -34.61 -2.64 47.67 -58.37 0.00 Concurrent shear -7.20 7.87 k Moment from fatigue trk 3.40 -4.73 Concurrent Shr -0.20 0.31 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -12.43 -0.53 48.41 -58.93 0.00 Concurrent shear -6.83 8.91 k Moment from fatigue trk 36.35 -43.89 Concurrent Shr -3.41 4.19 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 6.01 0.41 8.39 -6.29 7.76 -6.74 0.00 0.00 UR-LL diag -2.76 -0.27 9.38 -10.01 10.04 -9.47 0.00 0.00 LR-UL diag 3.14 0.29 10.04 -9.47 9.38 -10.01 0.00 0.00 Bot chord -6.33 -0.44 6.62 -8.84 7.10 -8.18 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 31 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 26.56 208.33 0.127 6.28 231.15 0.027 UR-LL diag 17.86 143.75 0.124 25.68 130.16 0.197 LR-UL diag 26.26 143.75 0.183 17.27 130.16 0.133 Bot chord 6.61 261.49 0.025 27.97 290.13 0.096 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 20.43 208.33 0.098 4.83 231.15 0.021 UR-LL diag 13.74 143.75 0.096 19.75 130.16 0.152 LR-UL diag 20.20 143.75 0.141 13.29 130.16 0.102 Bot chord 5.09 261.49 0.019 21.52 290.13 0.074 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.88 16.00 0.117 7.58 -6.32 UR-LL diag 1.14 16.00 0.071 4.03 -3.55 LR-UL diag 1.14 16.00 0.071 4.03 -3.55 Bot chord 1.12 16.00 0.070 6.66 -7.98 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 31 Girder 3 Shapes Brace 31 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 41.88 46.53 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 64.79 56.12 Bot chord: WT 8.00 x 25.00 41.09 45.65 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 32 Girder 3 Shapes Brace 32 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 49.44 54.94 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 73.12 63.34 Bot chord: WT 8.00 x 25.00 48.51 53.90 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 32 - HS Girder 3 Forces - HS Forces on Brace 32 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 9.10 0.90 4.40 -0.70 0.00 Concurrent Mom -22.15 2.67 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -49.40 -4.88 3.27 -23.64 0.00 Concurrent shear -0.68 4.39 k Moment from fatigue trk 0.07 -0.11 Concurrent Shr -0.01 0.04 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 12.51 1.26 6.78 -1.94 0.00 Concurrent shear -3.92 0.69 k Moment from fatigue trk 4.77 -1.34 Concurrent Shr -2.47 0.38 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 4.09 0.40 1.92 -0.20 1.74 -0.13 0.00 0.00 UR-LL diag -9.15 -0.91 0.72 -4.43 4.54 -3.94 0.00 0.00 LR-UL diag 9.43 0.94 4.55 -0.72 4.06 -4.43 0.00 0.00 Bot chord -4.33 -0.43 0.21 -2.04 0.13 -1.85 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 32 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 10.01 208.33 0.048 0.00 223.60 0.000 UR-LL diag 0.00 143.75 0.000 22.70 122.17 0.186 LR-UL diag 23.36 143.75 0.162 0.00 122.17 0.000 Bot chord 0.00 261.49 0.000 10.62 281.03 0.038 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 7.70 208.33 0.037 0.00 223.60 0.000 UR-LL diag 0.00 143.75 0.000 17.46 122.17 0.143 LR-UL diag 17.97 143.75 0.125 0.00 122.17 0.000 Bot chord 0.00 261.49 0.000 8.17 281.03 0.029 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.13 16.00 0.008 0.98 -0.01 UR-LL diag 0.76 16.00 0.047 2.56 -2.49 LR-UL diag 0.76 16.00 0.047 2.56 -2.49 Bot chord 0.08 16.00 0.005 0.01 -1.04 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 32 Girder 3 Shapes Brace 32 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 49.44 54.94 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 73.12 63.34 Bot chord: WT 8.00 x 25.00 48.51 53.90 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 33 Girder 3 Shapes Brace 33 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 60.83 67.59 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 86.21 74.68 Bot chord: WT 8.00 x 25.00 59.68 66.31 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 33 - HS Girder 3 Forces - HS Forces on Brace 33 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.53 0.62 10.79 -9.26 0.00 Concurrent Mom -24.88 49.96 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.91 -0.97 61.73 -53.24 0.00 Concurrent shear -7.14 8.87 k Moment from fatigue trk 3.48 -4.99 Concurrent Shr -0.15 0.35 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 36.70 3.27 79.22 -56.76 0.00 Concurrent shear -8.69 8.79 k Moment from fatigue trk 60.02 -41.13 Concurrent Shr -5.54 5.37 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord -5.64 -0.43 3.44 -7.32 4.37 -9.90 0.00 0.00 UR-LL diag -6.87 -0.77 11.06 -13.19 12.78 -11.23 0.00 0.00 LR-UL diag 6.45 0.73 12.78 -11.23 11.06 -13.19 0.00 0.00 Bot chord 6.02 0.46 7.82 -3.67 10.57 -4.67 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 33 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 1.61 208.33 0.008 29.37 209.88 0.140 UR-LL diag 17.83 143.75 0.124 38.55 107.64 0.358 LR-UL diag 37.08 143.75 0.258 19.29 107.64 0.179 Bot chord 31.36 261.49 0.120 1.72 264.50 0.007 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 1.24 208.33 0.006 22.59 209.88 0.108 UR-LL diag 13.71 143.75 0.095 29.65 107.64 0.275 LR-UL diag 28.53 143.75 0.198 14.84 107.64 0.138 Bot chord 24.12 261.49 0.092 1.33 264.50 0.005 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.22 16.00 0.077 4.22 -8.60 UR-LL diag 2.04 16.00 0.128 6.62 -6.99 LR-UL diag 2.66 16.00 0.167 6.62 -6.99 Bot chord 1.47 16.00 0.092 9.18 -4.51 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 33 Girder 3 Shapes Brace 33 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 60.83 67.59 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 86.21 74.68 Bot chord: WT 8.00 x 25.00 59.68 66.31 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 34 Girder 3 Shapes Brace 34 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 75.41 83.79 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 103.61 89.75 Bot chord: WT 8.00 x 25.00 73.98 82.20 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 34 - HS Girder 3 Forces - HS Forces on Brace 34 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.02 0.56 12.16 -10.39 0.00 Concurrent Mom -29.19 69.68 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 27.35 1.48 96.08 -68.41 0.00 Concurrent shear -8.11 9.60 k Moment from fatigue trk 5.35 -9.24 Concurrent Shr -0.25 0.60 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 61.49 5.30 122.74 -73.44 0.00 Concurrent shear -10.61 9.80 k Moment from fatigue trk 95.06 -57.54 Concurrent Shr -6.31 5.10 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord -13.15 -1.09 3.88 -12.49 4.83 -15.61 0.00 0.00 UR-LL diag -7.77 -0.86 14.91 -17.94 17.24 -15.96 0.00 0.00 LR-UL diag 6.75 0.77 17.24 -15.15 14.91 -17.94 0.00 0.00 Bot chord 14.11 1.17 13.40 -4.16 16.76 -5.18 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 34 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 52.41 188.16 0.279 UR-LL diag 26.22 143.75 0.182 50.17 84.66 0.593 LR-UL diag 47.21 143.75 0.328 29.17 84.66 0.345 Bot chord 56.25 261.49 0.215 0.00 238.35 0.000 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 40.31 188.16 0.214 UR-LL diag 20.17 143.75 0.140 38.59 84.66 0.456 LR-UL diag 36.32 143.75 0.253 22.44 84.66 0.265 Bot chord 43.27 261.49 0.165 0.00 238.35 0.000 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.08 16.00 0.130 7.16 -14.60 UR-LL diag 2.74 16.00 0.171 8.55 -9.69 LR-UL diag 3.57 16.00 0.223 8.55 -9.69 Bot chord 2.51 16.00 0.157 15.66 -7.68 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 34 Girder 3 Shapes Brace 34 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 75.41 83.79 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 103.61 89.75 Bot chord: WT 8.00 x 25.00 73.98 82.20 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 35 Girder 3 Shapes Brace 35 Type D bracing - rolled shape diaphragm W40x199.0 Service Forces - Girder 3 To Adjacent Girder - Brace 35 - HS Girder 3 Forces - HS Forces on Brace 35 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 55.34 5.46 42.87 -11.46 0.00 Concurrent Mom -36.95 131.13 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 11.46 -1.32 201.06 -164.32 0.00 Concurrent shear -2.95 20.98 k Moment from fatigue trk 13.02 -25.83 Concurrent Shr -0.64 1.85 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 433.03 40.29 467.12 -155.52 0.00 Concurrent shear -38.02 11.04 k Moment from fatigue trk 378.20 -128.00 Concurrent Shr -25.56 1.97 Service Stress - ksi Noncomp Comp LL+I Side- Dead Dead walk Shear 2.20 0.22 -0.46 0.00 Bending at Gdr 3 0.18 -0.02 3.13 0.00 Bending at Gdr 4 6.75 0.63 7.28 0.00 Grp I - Factored Shear - k Actual Strength Ratio 172.11 689.16 0.250 Grp I - Factored Moment - k-ft Actual Strength Ratio at Gdr 3 449.70 3208.33 0.140 at Gdr 4 1629.42 3208.33 0.508 Overload Factored Moment - k-ft Actual Strength Ratio at Gdr 3 345.92 3208.33 0.508 at Gdr 4 1253.40 3208.33 0.391 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Flange 11.83 16.00 0.740 Shapes - Girder 3 To Adjacent Girder - Brace 35 Girder 3 Shapes Brace 35 Type D bracing - rolled shape diaphragm W40x199.0 Shapes - Girder 3 To Adjacent Girder - Brace 36 Girder 3 Shapes Brace 36 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 36 - HS Girder 3 Forces - HS Forces on Brace 36 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -29.78 -2.23 11.10 -21.01 0.00 Concurrent Mom -80.95 113.70 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 83.61 6.18 128.43 -64.98 0.00 Concurrent shear -15.05 6.41 k Moment from fatigue trk 2.35 -3.11 Concurrent Shr 0.00 0.02 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -118.94 -8.99 85.94 -118.60 0.00 Concurrent shear -10.90 20.55 k Moment from fatigue trk 63.44 -94.21 Concurrent Shr -5.12 11.94 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 13.33 1.02 8.45 -14.02 7.02 -8.45 0.00 0.00 UR-LL diag 38.20 2.86 26.45 -13.79 26.22 -26.74 0.00 0.00 LR-UL diag -37.19 -2.78 14.32 -26.74 26.45 -25.81 0.00 0.00 Bot chord -14.25 -1.09 14.99 -9.03 9.04 -7.51 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 36 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 36.99 208.33 0.178 11.79 204.70 0.058 UR-LL diag 110.81 143.75 0.771 4.67 102.17 0.046 LR-UL diag 5.46 143.75 0.038 110.02 102.17 1.077 Bot chord 12.61 261.49 0.048 39.56 258.27 0.153 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 28.45 208.33 0.137 9.07 204.70 0.044 UR-LL diag 85.24 143.75 0.593 3.59 102.17 0.035 LR-UL diag 4.20 143.75 0.029 84.63 102.17 0.828 Bot chord 9.70 261.49 0.037 30.43 258.27 0.118 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.54 16.00 0.159 9.27 -9.53 UR-LL diag 5.92 16.00 0.370 15.47 -14.77 LR-UL diag 4.53 16.00 0.283 15.47 -14.77 Bot chord 1.53 16.00 0.096 10.19 -9.91 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 36 Girder 3 Shapes Brace 36 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 37 Girder 3 Shapes Brace 37 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 37 - HS Girder 3 Forces - HS Forces on Brace 37 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -9.83 -0.74 12.56 -15.88 0.00 Concurrent Mom -46.98 101.30 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 32.23 2.34 110.91 -67.01 0.00 Concurrent shear -14.24 9.10 k Moment from fatigue trk 2.20 -3.29 Concurrent Shr -0.06 0.16 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -34.62 -2.67 98.75 -91.83 0.00 Concurrent shear -11.80 15.09 k Moment from fatigue trk 74.23 -75.14 Concurrent Shr -6.97 9.25 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 3.28 0.26 5.91 -10.72 5.16 -10.52 0.00 0.00 UR-LL diag 12.56 0.94 19.85 -16.00 19.30 -20.35 0.00 0.00 LR-UL diag -12.32 -0.92 15.79 -20.35 19.85 -18.91 0.00 0.00 Bot chord -3.51 -0.28 11.46 -6.32 11.25 -5.52 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 37 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.45 208.33 0.084 18.66 204.70 0.091 UR-LL diag 60.66 143.75 0.422 26.61 102.17 0.260 LR-UL diag 25.88 143.75 0.180 61.38 102.17 0.601 Bot chord 19.95 261.49 0.076 18.66 258.27 0.072 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.42 208.33 0.064 14.35 204.70 0.070 UR-LL diag 46.66 143.75 0.325 20.47 102.17 0.200 LR-UL diag 19.91 143.75 0.139 47.22 102.17 0.462 Bot chord 15.35 261.49 0.059 14.35 258.27 0.056 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.00 16.00 0.125 7.70 -10.05 UR-LL diag 4.58 16.00 0.286 12.00 -11.42 LR-UL diag 4.06 16.00 0.254 12.00 -11.42 Bot chord 1.78 16.00 0.112 10.75 -8.23 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 37 Girder 3 Shapes Brace 37 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 38 Girder 3 Shapes Brace 38 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 38 - HS Girder 3 Forces - HS Forces on Brace 38 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -7.84 -0.30 16.82 -18.42 0.00 Concurrent Mom -100.24 77.28 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 22.57 0.97 93.31 -69.47 0.00 Concurrent shear -15.48 14.74 k Moment from fatigue trk 3.35 -6.20 Concurrent Shr -0.28 0.61 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -30.73 -1.08 137.36 -125.96 0.00 Concurrent shear -15.77 17.36 k Moment from fatigue trk 111.27 -102.15 Concurrent Shr -10.40 12.53 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord 3.37 0.11 5.24 -5.08 10.83 -15.36 0.00 0.00 UR-LL diag 10.05 0.39 23.40 -21.09 22.38 -23.24 0.00 0.00 LR-UL diag -9.79 -0.38 21.49 -23.24 23.40 -21.56 0.00 0.00 Bot chord -3.61 -0.11 5.43 -5.61 16.43 -11.58 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 38 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 28.03 208.33 0.135 28.84 204.70 0.141 UR-LL diag 64.35 143.75 0.448 36.89 102.17 0.361 LR-UL diag 37.57 143.75 0.261 63.67 102.17 0.623 Bot chord 30.84 261.49 0.118 29.98 258.27 0.116 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 21.56 208.33 0.104 22.18 204.70 0.108 UR-LL diag 49.50 143.75 0.344 28.37 102.17 0.278 LR-UL diag 28.90 143.75 0.201 48.98 102.17 0.479 Bot chord 23.72 261.49 0.091 23.06 258.27 0.089 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.86 16.00 0.179 10.53 -15.11 UR-LL diag 6.20 16.00 0.388 16.25 -15.46 LR-UL diag 5.50 16.00 0.344 16.25 -15.46 Bot chord 2.60 16.00 0.162 16.16 -11.26 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 38 Girder 3 Shapes Brace 38 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 39 Girder 3 Shapes Brace 39 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 3 To Adjacent Girder - Brace 39 - HS Girder 3 Forces - HS Forces on Brace 39 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 11.30 1.16 12.97 -8.54 0.00 Concurrent Mom -30.29 49.77 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.76 -0.86 58.87 -58.97 0.00 Concurrent shear -7.79 12.50 k Moment from fatigue trk 0.26 -1.83 Concurrent Shr 0.03 0.12 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 77.62 7.04 89.65 -44.80 0.00 Concurrent shear -11.93 8.04 k Moment from fatigue trk 69.95 -35.02 Concurrent Shr -7.03 5.07 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chord -12.88 -1.10 0.15 -7.28 1.75 -8.18 0.00 0.00 UR-LL diag -14.79 -1.51 10.72 -16.69 16.14 -15.41 0.00 0.00 LR-UL diag 13.81 1.43 16.14 -10.90 14.79 -16.69 0.00 0.00 Bot chord 13.78 1.17 7.78 -0.17 8.75 -1.88 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 39 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 35.94 204.70 0.176 UR-LL diag 13.85 143.75 0.096 57.42 102.17 0.562 LR-UL diag 54.86 143.75 0.382 16.42 102.17 0.161 Bot chord 38.43 261.49 0.147 0.00 258.27 0.000 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 27.65 204.70 0.135 UR-LL diag 10.65 143.75 0.074 44.17 102.17 0.432 LR-UL diag 42.20 143.75 0.294 12.63 102.17 0.124 Bot chord 29.56 261.49 0.113 0.00 258.27 0.000 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.12 16.00 0.070 2.73 -8.95 UR-LL diag 2.67 16.00 0.167 8.55 -9.23 LR-UL diag 3.48 16.00 0.217 8.55 -9.23 Bot chord 1.34 16.00 0.084 9.57 -2.92 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 3 To Adjacent Girder - Brace 39 Girder 3 Shapes Brace 39 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.60 71.78 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.66 78.53 Bot chord: WT 8.00 x 25.00 63.38 70.42 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 3 To Adjacent Girder - Brace 40 Girder 3 Shapes Brace 40 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 87.12 76.42 Diagonals: L 4.00 x 4.00 x 0.375 88.37 98.19 Bot chord: L 4.00 x 4.00 x 0.375 137.55 152.84 **** Violation Bottom chord slenderness violation at girder 3 brace 40 Service Forces - Girder 3 To Adjacent Girder - Brace 40 - HS Girder 3 Forces - HS Forces on Brace 40 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.08 0.01 0.97 -0.99 0.00 Concurrent Mom -2.73 5.41 k-ft Moment at Girder 3 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.33 -0.01 5.63 -4.73 0.00 Concurrent shear -0.98 0.94 k Moment from fatigue trk 0.09 -0.04 Concurrent Shr -0.02 0.01 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.45 0.08 3.98 -3.62 0.00 Concurrent shear -0.93 0.99 k Moment from fatigue trk 3.36 -2.91 Concurrent Shr -0.71 0.73 Girder 3 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 3 at adj gd (+) (-) (+) (-) (+) (-) Top chd L -0.11 -0.02 1.11 -1.72 0.90 -1.35 0.00 0.00 Top chd R 0.08 0.00 1.18 -1.41 1.32 -1.72 0.00 0.00 UC-LL diag 0.13 0.01 1.54 -1.58 1.58 -1.57 0.00 0.00 LR-UC diag -0.13 -0.01 1.58 -1.54 1.57 -1.58 0.00 0.00 Bot chord 0.02 0.01 0.52 -0.02 0.52 -0.16 0.00 0.00 Stresses - Girder 3 To Adjacent Girder - Brace 40 - HS Girder 3 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 2.24 109.02 0.021 3.90 81.26 0.048 LR-UC diag 3.62 109.02 0.033 3.25 80.09 0.041 UC-LL diag 3.25 109.02 0.030 3.62 80.09 0.045 Bot chord 1.15 109.02 0.011 0.32 36.77 0.009 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 1.72 109.02 0.016 3.00 81.26 0.037 LR-UC diag 2.78 109.02 0.026 2.50 80.09 0.031 UC-LL diag 2.50 109.02 0.023 2.78 80.09 0.035 Bot chord 0.89 109.02 0.008 0.25 36.77 0.007 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.62 16.00 0.039 0.91 -1.08 UC-LL diag 0.53 16.00 0.033 1.16 -1.16 LR-UC diag 0.53 16.00 0.033 1.16 -1.16 Bot chord 0.05 16.00 0.003 0.18 -0.04 Tension Area Compression Area Top chord 2.18 2.86 Diag 2.18 2.86 Bot chord 2.18 2.86 Shapes - Girder 3 To Adjacent Girder - Brace 40 Girder 3 Shapes Brace 40 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 87.12 76.42 Diagonals: L 4.00 x 4.00 x 0.375 88.37 98.19 Bot chord: L 4.00 x 4.00 x 0.375 137.55 152.84 **** Violation Bottom chord slenderness violation at girder 3 brace 40 Summary of Performance Ratios - Girder 3 - HS (Performance ratios do not include the effect of connection eccentricity.) Bracing forces from loading in lane locations used for forces in associated girder. Combined Stresses Fatigue Stresses Brace Top Diag Bott Top Diag Bott Chord Chord Chord Chord 1 0.053 0.137 0.011 0.063 0.068 0.002 2 0.112 0.267 0.086 0.119 0.163 0.103 3 0.128 0.381 0.101 0.142 0.210 0.125 4 0.112 0.464 0.091 0.126 0.201 0.111 5 0.050 0.280 0.044 0.073 0.140 0.065 6 0.060 0.511 0.052 0.012 0.167 0.007 7 0.086 0.323 0.073 0.067 0.153 0.057 8 0.100 0.516 0.085 0.116 0.245 0.097 9 0.095 0.486 0.081 0.130 0.318 0.114 10 0.086 0.476 0.074 0.130 0.301 0.117 11 0.094 0.408 0.080 0.095 0.232 0.082 12 0.063 0.363 0.054 0.044 0.164 0.053 13 0.023 0.288 0.019 0.003 0.074 0.004 14 0.071 0.327 0.059 0.112 0.109 0.097 15 0.142 0.466 0.119 0.167 0.220 0.148 16 0.178 0.597 0.150 0.191 0.295 0.174 17 0.169 0.659 0.141 0.269 0.125 0.224 18 0.173 0.654 0.144 0.255 0.140 0.211 19 0.170 0.600 0.140 0.171 0.303 0.159 20 0.133 0.450 0.108 0.140 0.224 0.127 21 0.070 0.411 0.056 0.080 0.126 0.072 22 0.044 0.461 0.034 0.001 0.079 0.001 23 0.097 0.378 0.074 0.059 0.148 0.071 24 0.152 0.594 0.113 0.126 0.174 0.110 26 0.176 0.547 0.168 0.168 0.426 0.134 27 0.230 0.272 0.160 0.252 0.107 0.196 28 0.261 0.206 0.185 0.251 0.076 0.196 29 0.252 0.210 0.182 0.247 0.054 0.194 30 0.211 0.209 0.156 0.191 0.125 0.113 31 0.127 0.197 0.096 0.117 0.071 0.070 32 0.048 0.186 0.038 0.008 0.047 0.005 33 0.140 0.358 0.120 0.077 0.167 0.092 34 0.279 0.593 0.215 0.130 0.223 0.157 36 0.178 1.077 0.153 0.159 0.370 0.096 37 0.091 0.601 0.076 0.125 0.286 0.112 38 0.141 0.623 0.118 0.179 0.388 0.162 39 0.176 0.562 0.147 0.070 0.217 0.084 40 0.048 0.116 0.011 0.039 0.033 0.003 Shear Moment Fatigue 25 0.317 0.335 0.642 35 0.250 0.508 0.740 Summary of Rating Factors - Girder 3 - HS Girder 3 Summary of Rating Factors Brace Governing Capacity Dead LL+I Inventory Operating Member Effect Effect 1 diag 96.91 0.94 3.24 13.59 22.66 2 diag 136.98 0.48 16.59 3.79 6.31 3 diag 131.08 4.24 20.46 2.83 4.71 4 diag 124.56 10.76 20.16 2.53 4.21 5 diag 117.34 2.66 13.55 3.87 6.46 6 diag 109.41 23.88 11.46 3.15 5.25 7 diag 109.43 4.86 13.37 3.55 5.92 8 diag 109.40 6.93 21.85 2.12 3.53 9 diag 109.40 0.77 24.01 2.08 3.47 10 diag 109.39 1.46 23.12 2.14 3.57 11 diag 109.39 3.45 18.52 2.61 4.35 12 diag 109.40 12.26 10.93 3.94 6.57 13 diag 103.13 13.52 5.59 7.06 11.76 14 diag 103.10 3.58 13.40 3.39 5.64 15 diag 103.13 5.17 19.05 2.33 3.89 16 diag 102.87 11.71 21.28 1.90 3.16 17 diag 101.99 14.91 22.02 1.73 2.88 18 diag 100.47 14.10 21.83 1.73 2.89 19 diag 98.30 10.43 20.94 1.86 3.11 20 diag 95.47 2.49 18.32 2.32 3.87 21 diag 91.80 8.19 12.46 3.00 5.00 22 diag 87.42 19.99 6.58 4.30 7.17 23 diag 82.70 5.97 10.81 3.19 5.32 24 diag 77.24 6.37 17.32 1.83 3.06 25 diaphrm 689.16 26.02 85.18 3.55 5.91 26 diag 143.75 11.15 29.54 2.02 3.36 27 diag 144.53 3.72 15.86 4.06 6.77 28 top chd 208.33 6.75 21.01 4.38 7.30 29 top chd 208.33 7.02 20.00 4.59 7.65 30 diag 135.00 0.44 12.76 4.85 8.09 31 diag 130.16 3.03 10.01 5.81 9.68 32 diag 122.17 10.06 4.43 11.34 18.90 33 diag 107.64 7.63 13.19 3.42 5.69 34 diag 84.66 8.63 17.94 1.89 3.14 35 diaphrm 3208.33 10.14 467.12 2.56 4.26 36 diag 102.17 39.97 26.74 0.87 1.44 37 diag 102.17 13.24 20.35 1.92 3.21 38 diag 102.17 10.17 23.24 1.76 2.94 39 diag 102.17 16.30 16.69 2.24 3.73 40 top chd 81.26 0.13 1.72 21.79 36.31 Effects shown are service. Ratings are strength based. Summary of Analyses - Girder 3 Girder 3 Summary of Analyses - HS Brace Type Shr Mom Service Load 1 2 3 4 5 (k ) (k-ft) (k ) 1 B -0.72 0.63 ncomp dead rt 0.86 -0.88 -0.16 0.88 -0.35 1 B -0.05 0.03 super dead rt 0.07 -0.06 -0.01 0.06 -0.03 1 B -2.63 6.72 max ll+i mom rt 2.07 -3.23 -1.68 3.23 -0.20 1 B 2.50 -4.82 max ll+i shr rt -2.35 3.07 1.20 -3.07 0.58 1 B 2.47 -6.78 min ll+i mom rt -1.82 3.03 1.69 -3.03 0.06 1 B -2.64 6.65 min ll+i shr rt 2.10 -3.24 -1.66 3.24 -0.22 1 B -2.47 6.77 max ll+i mom lt -1.69 3.04 1.83 -3.04 -0.07 1 B -2.50 -4.82 max ll+i shr lt 1.20 -3.07 -2.35 3.07 0.58 1 B 2.59 -7.58 min ll+i mom lt 1.89 -3.18 -1.79 3.18 -0.05 1 B 2.64 6.65 min ll+i shr lt -1.66 3.24 2.10 -3.24 -0.22 2 E 0.40 -9.55 ncomp dead rt 3.70 -0.43 0.72 -3.97 2 E 0.04 -0.57 super dead rt 0.20 -0.05 0.06 -0.22 2 E -8.54 47.03 max ll+i mom rt -9.53 12.06 -12.81 10.23 2 E 11.23 -19.96 max ll+i shr rt -5.99 -16.59 16.12 6.43 2 E 8.88 -45.32 min ll+i mom rt 8.32 -12.60 13.25 -8.93 2 E -10.93 36.85 min ll+i shr rt -1.87 15.85 -16.00 2.00 2 E -8.74 47.60 max ll+i mom lt -9.51 12.36 -13.11 10.21 2 E -11.23 -19.96 max ll+i shr lt -5.99 -16.59 16.12 6.43 2 E 8.71 -44.96 min ll+i mom lt 8.39 -12.35 13.01 -9.00 2 E 10.93 36.85 min ll+i shr lt -1.87 15.85 -16.00 2.00 3 E 2.59 -20.36 ncomp dead rt 5.11 -4.03 4.44 -5.50 3 E 0.14 -1.05 super dead rt 0.26 -0.21 0.23 -0.28 3 E -9.34 57.49 max ll+i mom rt -11.36 14.84 -15.74 12.22 3 E 12.31 -24.15 max ll+i shr rt -7.82 -20.46 19.84 8.41 3 E 10.76 -53.82 min ll+i mom rt 7.61 -17.31 17.91 -8.19 3 E -11.84 44.72 min ll+i shr rt -1.97 19.30 -19.45 2.12 3 E -10.67 57.74 max ll+i mom lt -9.47 17.09 -17.84 10.19 3 E -12.31 -24.15 max ll+i shr lt -7.82 -20.46 19.84 8.41 3 E 9.46 -52.75 min ll+i mom lt 9.09 -15.12 15.84 -9.78 3 E 11.84 44.72 min ll+i shr lt -1.97 19.30 -19.45 2.12 4 E 5.70 -28.76 ncomp dead rt 3.11 -10.23 10.48 -3.35 4 E 0.30 -1.55 super dead rt 0.18 -0.53 0.55 -0.20 4 E -8.07 50.48 max ll+i mom rt -8.71 14.30 -15.00 9.39 4 E 10.95 -26.32 max ll+i shr rt -6.79 -20.16 19.62 7.32 4 E 10.07 -54.57 min ll+i mom rt 7.16 -18.00 18.57 -7.71 4 E -9.99 43.17 min ll+i shr rt -2.26 18.05 -18.23 2.43 4 E -9.58 54.07 max ll+i mom lt -7.75 17.09 -17.72 8.35 4 E -10.95 -26.32 max ll+i shr lt -6.79 -20.16 19.62 7.32 4 E 8.21 -51.10 min ll+i mom lt 8.75 -14.56 15.26 -9.42 4 E 9.99 43.17 min ll+i shr lt -2.26 18.05 -18.23 2.43 5 E 1.20 -4.93 ncomp dead rt -0.06 -2.40 2.39 0.06 5 E 0.13 -0.61 super dead rt 0.03 -0.26 0.26 -0.03 5 E -5.48 33.88 max ll+i mom rt -4.76 10.74 -11.13 5.13 5 E 6.69 -16.99 max ll+i shr rt -4.94 -13.55 13.14 5.33 5 E 6.30 -35.27 min ll+i mom rt 3.84 -12.42 12.74 -4.14 5 E -6.61 30.59 min ll+i shr rt -1.20 13.15 -13.24 1.29 5 E -5.55 34.58 max ll+i mom lt -4.93 10.87 -11.27 5.32 5 E -6.69 -16.99 max ll+i shr lt -4.94 -13.55 13.14 5.33 5 E 6.25 -34.78 min ll+i mom lt 3.72 -12.32 12.62 -4.02 5 E 6.61 30.59 min ll+i shr lt -1.20 13.15 -13.24 1.29 6 E -9.75 38.03 ncomp dead rt 3.08 21.33 -21.07 -3.32 6 E -1.30 5.10 super dead rt 0.39 2.84 -2.81 -0.42 6 E -5.18 27.82 max ll+i mom rt -1.71 11.20 -11.34 1.85 6 E 1.91 -17.25 max ll+i shr rt 3.71 -4.01 4.32 -4.00 6 E 1.91 -10.02 min ll+i mom rt 0.52 -4.14 4.18 -0.56 6 E -5.22 25.64 min ll+i shr rt -0.68 11.32 -11.38 0.74 6 E -1.80 6.21 max ll+i mom lt 0.92 3.95 -3.87 -1.00 6 E -1.91 -17.25 max ll+i shr lt 3.71 -4.01 4.32 -4.00 6 E 5.21 -17.33 min ll+i mom lt -2.98 -11.46 11.22 3.21 6 E 5.22 25.64 min ll+i shr lt -0.68 11.32 -11.38 0.74 7 E 1.95 -4.22 ncomp dead rt -2.12 -4.34 4.16 2.28 7 E 0.24 -0.84 super dead rt -0.11 -0.52 0.51 0.12 7 E -5.32 33.82 max ll+i mom rt -4.08 11.40 -11.73 4.41 7 E 6.02 -12.30 max ll+i shr rt -6.83 -13.37 12.81 7.37 7 E 5.14 -35.24 min ll+i mom rt 5.07 -10.96 11.38 -5.48 7 E -6.11 28.02 min ll+i shr rt 0.08 13.29 -13.28 -0.09 7 E -5.18 32.97 max ll+i mom lt -3.99 11.10 -11.43 4.31 7 E -6.02 -12.30 max ll+i shr lt -6.83 -13.37 12.81 7.37 7 E 5.56 -35.36 min ll+i mom lt 4.28 -11.91 12.26 -4.62 7 E 6.11 28.02 min ll+i shr lt 0.08 13.29 -13.28 -0.09 8 E 3.01 -11.62 ncomp dead rt -1.00 -6.58 6.50 1.08 8 E 0.16 -0.85 super dead rt 0.05 -0.35 0.35 -0.05 8 E -8.37 58.95 max ll+i mom rt -8.94 17.84 -18.57 9.66 8 E 8.77 -24.17 max ll+i shr rt -7.20 -19.37 18.78 7.78 8 E 7.84 -51.34 min ll+i mom rt 6.66 -16.79 17.34 -7.19 8 E -10.03 48.36 min ll+i shr rt -0.90 21.77 -21.85 0.97 8 E -7.73 52.04 max ll+i mom lt -7.19 16.52 -17.11 7.77 8 E -8.77 -24.17 max ll+i shr lt -7.20 -19.37 18.78 7.78 8 E 9.04 -56.97 min ll+i mom lt 6.71 -19.39 19.94 -7.24 8 E 10.03 48.36 min ll+i shr lt -0.90 21.77 -21.85 0.97 9 E -0.29 -0.90 ncomp dead rt 0.99 0.68 -0.59 -1.07 9 E -0.08 -0.06 super dead rt 0.20 0.19 -0.18 -0.21 9 E -10.19 69.18 max ll+i mom rt -9.74 21.77 -22.57 10.52 9 E 9.18 -45.73 max ll+i shr rt 1.46 -19.91 20.03 -1.58 9 E 7.96 -52.60 min ll+i mom rt 6.98 -17.03 17.60 -7.54 9 E -10.93 63.31 min ll+i shr rt -5.65 23.55 -24.01 6.10 9 E -8.39 59.57 max ll+i mom lt -9.18 17.87 -18.62 9.91 9 E -9.18 -45.73 max ll+i shr lt 1.46 -19.91 20.03 -1.58 9 E 9.88 -64.46 min ll+i mom lt 8.28 -21.17 21.84 -8.94 9 E 10.93 63.31 min ll+i shr lt -5.65 23.55 -24.01 6.10 10 E -0.59 1.20 ncomp dead rt 0.68 1.32 -1.26 -0.73 10 E -0.09 0.08 super dead rt 0.16 0.21 -0.20 -0.17 10 E -10.33 66.69 max ll+i mom rt -8.36 22.13 -22.82 9.02 10 E 9.22 -37.27 max ll+i shr rt -2.34 -20.15 19.96 2.53 10 E 7.98 -52.15 min ll+i mom rt 6.74 -17.08 17.63 -7.28 10 E -10.55 57.81 min ll+i shr rt -3.99 22.80 -23.12 4.31 10 E -8.84 58.21 max ll+i mom lt -7.65 18.93 -19.55 8.26 10 E -9.22 -37.27 max ll+i shr lt -2.34 -20.15 19.96 2.53 10 E 9.58 -61.77 min ll+i mom lt 7.71 -20.53 21.16 -8.33 10 E 10.55 57.81 min ll+i shr lt -3.99 22.80 -23.12 4.31 11 E 1.46 -4.44 ncomp dead rt -1.02 -3.23 3.14 1.11 11 E 0.10 -0.39 super dead rt -0.03 -0.22 0.22 0.04 11 E -7.08 51.57 max ll+i mom rt -8.31 15.07 -15.75 8.97 11 E 7.77 -28.73 max ll+i shr rt -3.17 -17.04 16.78 3.42 11 E 6.98 -44.39 min ll+i mom rt 5.34 -14.98 15.41 -5.77 11 E -8.51 39.35 min ll+i shr rt -0.01 18.51 -18.52 0.01 11 E -7.25 46.48 max ll+i mom lt -5.72 15.54 -16.01 6.17 11 E -7.77 -28.73 max ll+i shr lt -3.17 -17.04 16.78 3.42 11 E 8.22 -49.00 min ll+i mom lt 4.85 -17.69 18.09 -5.24 11 E 8.51 39.35 min ll+i shr lt -0.01 18.51 -18.52 0.01 12 E 5.11 -15.26 ncomp dead rt -3.68 -11.27 10.97 3.98 12 E 0.45 -1.36 super dead rt -0.32 -0.99 0.96 0.34 12 E -3.57 24.61 max ll+i mom rt -3.58 7.61 -7.91 3.87 12 E 5.00 -20.44 max ll+i shr rt -1.17 -10.93 10.83 1.26 12 E 4.49 -27.47 min ll+i mom rt 2.97 -9.64 9.89 -3.21 12 E -4.19 18.78 min ll+i shr rt 0.25 9.12 -9.10 -0.27 12 E -4.80 29.40 max ll+i mom lt -3.19 10.31 -10.57 3.45 12 E -5.00 -20.44 max ll+i shr lt -1.17 -10.93 10.83 1.26 12 E 3.95 -25.14 min ll+i mom lt 3.05 -8.46 8.71 -3.29 12 E 4.19 18.78 min ll+i shr lt 0.25 9.12 -9.10 -0.27 13 E 9.75 -33.04 ncomp dead rt -2.89 -12.35 12.13 3.10 13 E 0.92 -3.12 super dead rt -0.27 -1.17 1.15 0.29 13 E -0.96 4.20 max ll+i mom rt 0.06 1.21 -1.20 -0.06 13 E 4.44 -19.42 max ll+i shr rt -0.26 -5.59 5.57 0.28 13 E 4.44 -19.50 min ll+i mom rt -0.25 -5.58 5.57 0.26 13 E -1.03 3.60 min ll+i shr rt 0.28 1.31 -1.28 -0.30 13 E -4.21 19.22 max ll+i mom lt 0.06 5.29 -5.29 -0.06 13 E -4.44 -19.42 max ll+i shr lt -0.26 -5.59 5.57 0.28 13 E 1.03 -4.79 min ll+i mom lt 0.01 -1.30 1.30 -0.01 13 E 1.03 3.60 min ll+i shr lt 0.28 1.31 -1.28 -0.30 14 E 2.57 -7.87 ncomp dead rt -0.97 -3.27 3.19 1.03 14 E 0.25 -0.90 super dead rt -0.06 -0.31 0.31 0.06 14 E -8.99 64.95 max ll+i mom rt -5.64 11.07 -11.50 6.03 14 E 10.50 -23.92 max ll+i shr rt -5.92 -13.40 12.95 6.33 14 E 9.22 -67.41 min ll+i mom rt 5.97 -11.35 11.80 -6.39 14 E -10.03 59.13 min ll+i shr rt -3.07 12.48 -12.71 3.29 14 E -8.45 64.32 max ll+i mom lt -6.09 10.38 -10.84 6.51 14 E -10.50 -23.92 max ll+i shr lt -5.92 -13.40 12.95 6.33 14 E 9.15 -66.21 min ll+i mom lt 5.77 -11.27 11.70 -6.16 14 E 10.03 59.13 min ll+i shr lt -3.07 12.48 -12.71 3.29 15 E -3.79 14.87 ncomp dead rt 0.64 4.79 -4.74 -0.68 15 E -0.35 0.92 super dead rt 0.17 0.45 -0.44 -0.18 15 E -12.61 116.14 max ll+i mom rt -13.95 15.30 -16.35 14.91 15 E 13.05 -61.02 max ll+i shr rt 0.18 -16.37 16.39 -0.19 15 E 11.29 -90.36 min ll+i mom rt 9.20 -13.83 14.52 -9.84 15 E -14.96 98.49 min ll+i shr rt -7.08 18.51 -19.05 7.57 15 E -9.83 99.00 max ll+i mom lt -12.92 11.85 -12.82 13.81 15 E -13.05 -61.02 max ll+i shr lt 0.18 -16.37 16.39 -0.19 15 E 13.81 -101.26 min ll+i mom lt 9.02 -17.00 17.68 -9.65 15 E 14.96 98.49 min ll+i shr lt -7.08 18.51 -19.05 7.57 16 E -8.57 32.79 ncomp dead rt 1.66 10.84 -10.72 -1.78 16 E -0.80 2.25 super dead rt 0.35 1.02 -0.99 -0.38 16 E -14.19 140.74 max ll+i mom rt -18.08 17.16 -18.52 19.33 16 E 13.06 -83.57 max ll+i shr rt 5.56 -16.22 16.64 -5.95 16 E 11.38 -99.81 min ll+i mom rt 11.35 -13.88 14.74 -12.14 16 E -16.69 107.90 min ll+i shr rt -7.37 20.72 -21.28 7.88 16 E -10.63 115.38 max ll+i mom lt -15.94 12.76 -13.97 17.04 16 E -13.06 -83.57 max ll+i shr lt 5.56 -16.22 16.64 -5.95 16 E 13.87 -113.27 min ll+i mom lt 11.81 -17.00 17.89 -12.63 16 E 16.69 107.90 min ll+i shr lt -7.37 20.72 -21.28 7.88 17 E -10.83 41.69 ncomp dead rt 2.16 13.82 -13.65 -2.31 17 E -1.01 2.80 super dead rt 0.46 1.30 -1.26 -0.49 17 E -15.96 147.13 max ll+i mom rt -17.48 19.56 -20.89 18.69 17 E 12.47 -105.13 max ll+i shr rt 11.28 -15.38 16.24 -12.06 17 E 11.85 -106.82 min ll+i mom rt 12.38 -14.56 15.49 -13.24 17 E -16.98 134.66 min ll+i shr rt -13.32 21.02 -22.02 14.25 17 E -10.37 116.52 max ll+i mom lt -16.39 12.53 -13.77 17.53 17 E -12.47 -105.13 max ll+i shr lt 11.28 -15.38 16.24 -12.06 17 E 15.44 -118.39 min ll+i mom lt 11.14 -19.15 19.99 -11.91 17 E 16.98 134.66 min ll+i shr lt -13.32 21.02 -22.02 14.25 18 E -10.12 38.83 ncomp dead rt 2.22 13.09 -12.92 -2.38 18 E -0.93 2.43 super dead rt 0.48 1.21 -1.18 -0.51 18 E -15.67 145.54 max ll+i mom rt -17.14 19.47 -20.77 18.33 18 E 12.27 -102.81 max ll+i shr rt 10.73 -15.35 16.17 -11.48 18 E 11.67 -105.29 min ll+i mom rt 12.02 -14.53 15.44 -12.86 18 E -16.61 133.42 min ll+i shr rt -13.14 20.84 -21.83 14.06 18 E -8.70 115.27 max ll+i mom lt -17.82 10.50 -11.85 19.06 18 E -12.27 -102.81 max ll+i shr lt 10.73 -15.35 16.17 -11.48 18 E 15.11 -116.39 min ll+i mom lt 10.76 -19.00 19.81 -11.51 18 E 16.61 133.42 min ll+i shr lt -13.14 20.84 -21.83 14.06 19 E -7.39 27.23 ncomp dead rt 2.07 9.75 -9.59 -2.22 19 E -0.66 1.42 super dead rt 0.42 0.87 -0.84 -0.45 19 E -13.74 138.27 max ll+i mom rt -17.24 17.32 -18.63 18.46 19 E 12.44 -91.63 max ll+i shr rt 7.54 -15.98 16.55 -8.08 19 E 10.84 -98.15 min ll+i mom rt 10.97 -13.76 14.60 -11.74 19 E -15.79 108.30 min ll+i shr rt -7.64 20.36 -20.94 8.17 19 E -9.65 111.32 max ll+i mom lt -15.54 12.03 -13.21 16.63 19 E -12.44 -91.63 max ll+i shr lt 7.54 -15.98 16.55 -8.08 19 E 13.01 -109.47 min ll+i mom lt 11.17 -16.59 17.44 -11.96 19 E 15.79 108.30 min ll+i shr lt -7.64 20.36 -20.94 8.17 20 E -1.78 5.05 ncomp dead rt 0.92 2.42 -2.35 -0.98 20 E -0.11 -0.40 super dead rt 0.23 0.16 -0.14 -0.25 20 E -11.57 110.79 max ll+i mom rt -12.80 14.99 -15.97 13.71 20 E 11.82 -69.42 max ll+i shr rt 2.54 -15.72 15.92 -2.72 20 E 10.51 -88.76 min ll+i mom rt 8.77 -13.72 14.39 -9.39 20 E -13.50 95.05 min ll+i shr rt -6.70 17.81 -18.32 7.17 20 E -8.55 92.44 max ll+i mom lt -12.01 10.97 -11.89 12.86 20 E -11.82 -69.42 max ll+i shr lt 2.54 -15.72 15.92 -2.72 20 E 12.24 -93.74 min ll+i mom lt 7.89 -16.07 16.68 -8.45 20 E 13.50 95.05 min ll+i shr lt -6.70 17.81 -18.32 7.17 21 E 5.34 -21.33 ncomp dead rt -1.48 -7.41 7.29 1.59 21 E 0.56 -2.51 super dead rt -0.09 -0.78 0.77 0.10 21 E -7.24 59.36 max ll+i mom rt -5.32 9.76 -10.17 5.70 21 E 8.96 -31.77 max ll+i shr rt -3.44 -12.46 12.19 3.69 21 E 8.24 -63.83 min ll+i mom rt 5.16 -11.14 11.54 -5.53 21 E -8.24 48.87 min ll+i shr rt -1.56 11.27 -11.39 1.68 21 E -7.34 56.74 max ll+i mom lt -4.57 9.92 -10.27 4.90 21 E -8.96 -31.77 max ll+i shr lt -3.44 -12.46 12.19 3.69 21 E 7.19 -56.47 min ll+i mom lt 4.69 -9.71 10.07 -5.03 21 E 8.24 48.87 min ll+i shr lt -1.56 11.27 -11.39 1.68 22 E 12.70 -44.75 ncomp dead rt -5.52 -18.24 17.81 5.92 22 E 1.22 -4.32 super dead rt -0.53 -1.76 1.71 0.57 22 E -1.09 6.07 max ll+i mom rt -0.07 1.54 -1.54 0.07 22 E 4.63 -23.65 max ll+i shr rt -0.24 -6.58 6.56 0.26 22 E 4.59 -24.93 min ll+i mom rt 0.11 -6.52 6.52 -0.11 22 E -1.16 5.30 min ll+i shr rt 0.21 1.66 -1.64 -0.23 22 E -4.27 21.55 max ll+i mom lt 0.30 6.08 -6.06 -0.32 22 E -4.63 -23.65 max ll+i shr lt -0.24 -6.58 6.56 0.26 22 E 1.16 -5.63 min ll+i mom lt -0.13 -1.65 1.64 0.14 22 E 1.16 5.30 min ll+i shr lt 0.21 1.66 -1.64 -0.23 23 E 3.64 -4.88 ncomp dead rt -3.67 -5.48 5.20 3.94 23 E 0.32 -0.34 super dead rt -0.35 -0.49 0.46 0.37 23 E -6.46 60.14 max ll+i mom rt -5.88 9.23 -9.69 6.31 23 E 7.26 -23.51 max ll+i shr rt -3.99 -10.80 10.48 4.29 23 E 6.45 -51.80 min ll+i mom rt 3.88 -9.30 9.61 -4.17 23 E -7.34 46.20 min ll+i shr rt -1.35 10.71 -10.81 1.45 23 E -6.85 53.70 max ll+i mom lt -3.81 9.89 -10.19 4.09 23 E -7.26 -23.51 max ll+i shr lt -3.99 -10.80 10.48 4.29 23 E 6.56 -50.99 min ll+i mom lt 3.54 -9.47 9.75 -3.80 23 E 7.34 46.20 min ll+i shr lt -1.35 10.71 -10.81 1.45 24 E -3.68 27.86 ncomp dead rt -1.61 5.53 -5.65 1.73 24 E -0.47 3.15 super dead rt -0.11 0.71 -0.72 0.12 24 E -9.82 104.85 max ll+i mom rt -11.63 14.44 -15.36 12.50 24 E 8.99 -50.64 max ll+i shr rt -0.25 -13.65 13.63 0.26 24 E 7.96 -74.54 min ll+i mom rt 6.92 -11.80 12.34 -7.44 24 E -11.27 88.10 min ll+i shr rt -5.60 16.88 -17.32 6.02 24 E -6.39 77.56 max ll+i mom lt -9.82 9.30 -10.08 10.55 24 E -8.99 -50.64 max ll+i shr lt -0.25 -13.65 13.63 0.26 24 E 9.37 -79.02 min ll+i mom lt 6.05 -13.97 14.45 -6.50 24 E 11.27 88.10 min ll+i shr lt -5.60 16.88 -17.32 6.02 26 E -16.93 42.30 ncomp dead rt -4.84 10.12 -10.26 4.91 26 E -1.74 6.51 super dead rt -1.03 1.03 -1.06 1.05 26 E -44.13 125.76 max ll+i mom rt -16.44 26.32 -26.79 16.70 26 E 24.42 -73.23 max ll+i shr rt 9.99 -14.55 14.84 -10.15 26 E 23.84 -97.55 min ll+i mom rt 16.20 -14.12 14.58 -16.46 26 E -49.32 105.88 min ll+i shr rt -9.80 29.54 -29.82 9.95 26 E -13.08 73.78 max ll+i mom lt -13.90 7.67 -8.07 14.12 26 E -24.42 -73.23 max ll+i shr lt 9.99 -14.55 14.84 -10.15 26 E 40.10 -109.81 min ll+i mom lt 13.83 -23.93 24.32 -14.05 26 E 49.32 105.88 min ll+i shr lt -9.80 29.54 -29.82 9.95 27 E -5.22 -9.27 ncomp dead rt 4.38 3.45 -3.29 -4.49 27 E -0.66 1.97 super dead rt -0.22 0.42 -0.43 0.22 27 E -17.55 102.20 max ll+i mom rt -18.11 10.98 -11.65 18.54 27 E 15.54 -52.11 max ll+i shr rt 6.59 -9.90 10.14 -6.74 27 E 9.10 -94.22 min ll+i mom rt 19.55 -5.51 6.23 -20.01 27 E -24.23 90.87 min ll+i shr rt -12.63 15.39 -15.86 12.93 27 E -13.99 91.79 max ll+i mom lt -16.98 8.71 -9.34 17.38 27 E -15.54 -52.11 max ll+i shr lt 6.59 -9.90 10.14 -6.74 27 E 20.14 -111.50 min ll+i mom lt 19.36 -12.63 13.35 -19.81 27 E 24.23 90.87 min ll+i shr lt -12.63 15.39 -15.86 12.93 28 E -1.83 -23.62 ncomp dead rt 6.67 1.43 -1.13 -6.88 28 E -0.26 0.20 super dead rt 0.08 0.18 -0.18 -0.08 28 E -11.42 99.56 max ll+i mom rt -18.97 7.53 -8.39 19.57 28 E 13.90 -58.71 max ll+i shr rt 7.77 -9.50 9.86 -8.02 28 E 6.56 -98.39 min ll+i mom rt 21.01 -4.09 5.04 -21.67 28 E -18.03 64.58 min ll+i shr rt -7.24 12.39 -12.72 7.47 28 E -11.97 94.32 max ll+i mom lt -17.43 7.95 -8.73 17.97 28 E -13.90 -58.71 max ll+i shr lt 7.77 -9.50 9.86 -8.02 28 E 15.19 -110.28 min ll+i mom lt 19.81 -10.13 11.02 -20.43 28 E 18.03 64.58 min ll+i shr lt -7.24 12.39 -12.72 7.47 29 E -1.43 -24.64 ncomp dead rt 6.82 1.26 -0.90 -7.09 29 E -0.18 -0.40 super dead rt 0.20 0.14 -0.13 -0.20 29 E -13.22 94.68 max ll+i mom rt -15.77 9.59 -10.42 16.39 29 E 13.48 -59.76 max ll+i shr rt 7.09 -10.02 10.39 -7.37 29 E 5.51 -94.39 min ll+i mom rt 20.00 -3.65 4.70 -20.79 29 E -16.72 63.43 min ll+i shr rt -6.18 12.50 -12.82 6.42 29 E -9.87 90.52 max ll+i mom lt -16.62 7.04 -7.91 17.27 29 E -13.48 -59.76 max ll+i shr lt 7.09 -10.02 10.39 -7.37 29 E 13.93 -103.04 min ll+i mom lt 17.42 -10.09 11.00 -18.11 29 E 16.72 63.43 min ll+i shr lt -6.18 12.50 -12.82 6.42 30 E 0.73 -28.51 ncomp dead rt 6.48 -0.41 0.79 -6.78 30 E 0.04 -1.33 super dead rt 0.29 -0.03 0.05 -0.31 30 E -12.38 80.98 max ll+i mom rt -11.76 9.89 -10.58 12.31 30 E 13.74 -49.48 max ll+i shr rt 3.22 -11.26 11.45 -3.37 30 E 5.82 -81.80 min ll+i mom rt 16.18 -4.33 5.29 -16.94 30 E -15.30 57.28 min ll+i shr rt -4.12 12.52 -12.76 4.31 30 E -10.09 77.57 max ll+i mom lt -12.41 7.97 -8.70 12.99 30 E -13.74 -49.48 max ll+i shr lt 3.22 -11.26 11.45 -3.37 30 E 12.54 -88.01 min ll+i mom lt 13.37 -9.97 10.75 -14.00 30 E 15.30 57.28 min ll+i shr lt -4.12 12.52 -12.76 4.31 31 E 3.26 -34.61 ncomp dead rt 6.01 -2.76 3.14 -6.33 31 E 0.31 -2.64 super dead rt 0.41 -0.27 0.29 -0.44 31 E -7.20 47.67 max ll+i mom rt -6.29 6.31 -6.71 6.62 31 E 11.09 -35.11 max ll+i shr rt 0.38 -10.01 10.04 -0.40 31 E 7.87 -58.37 min ll+i mom rt 8.39 -6.85 7.39 -8.84 31 E -10.42 37.34 min ll+i shr rt -1.41 9.38 -9.47 1.49 31 E -6.83 48.41 max ll+i mom lt -6.74 5.96 -6.39 7.10 31 E -11.09 -35.11 max ll+i shr lt 0.38 -10.01 10.04 -0.40 31 E 8.91 -58.93 min ll+i mom lt 7.76 -7.81 8.31 -8.18 31 E 10.42 37.34 min ll+i shr lt -1.41 9.38 -9.47 1.49 32 E 9.10 -49.40 ncomp dead rt 4.09 -9.15 9.43 -4.33 32 E 0.90 -4.88 super dead rt 0.40 -0.91 0.94 -0.43 32 E -0.68 3.27 max ll+i mom rt -0.20 0.69 -0.70 0.21 32 E 4.40 -22.15 max ll+i shr rt 1.56 -4.43 4.54 -1.66 32 E 4.39 -23.64 min ll+i mom rt 1.92 -4.42 4.55 -2.04 32 E -0.70 2.67 min ll+i shr rt -0.04 0.72 -0.72 0.04 32 E -3.92 6.78 max ll+i mom lt 1.74 4.06 -3.94 -1.85 32 E -4.40 -22.15 max ll+i shr lt 1.56 -4.43 4.54 -1.66 32 E 0.69 -1.94 min ll+i mom lt -0.13 -0.71 0.70 0.13 32 E 0.70 2.67 min ll+i shr lt -0.04 0.72 -0.72 0.04 33 E 5.53 -0.91 ncomp dead rt -5.64 -6.87 6.45 6.02 33 E 0.62 -0.97 super dead rt -0.43 -0.77 0.73 0.46 33 E -7.14 61.73 max ll+i mom rt -7.32 8.32 -8.86 7.82 33 E 10.79 -24.88 max ll+i shr rt -5.43 -13.19 12.78 5.79 33 E 8.87 -53.24 min ll+i mom rt 3.44 -10.55 10.81 -3.67 33 E -9.26 49.96 min ll+i shr rt -2.23 11.06 -11.23 2.39 33 E -8.69 79.22 max ll+i mom lt -9.90 10.09 -10.83 10.57 33 E -10.79 -24.88 max ll+i shr lt -5.43 -13.19 12.78 5.79 33 E 8.79 -56.76 min ll+i mom lt 4.37 -10.42 10.74 -4.67 33 E 9.26 49.96 min ll+i shr lt -2.23 11.06 -11.23 2.39 34 E 5.02 27.35 ncomp dead rt -13.15 -7.77 6.75 14.11 34 E 0.56 1.48 super dead rt -1.09 -0.86 0.77 1.17 34 E -8.11 96.08 max ll+i mom rt -12.49 11.24 -12.21 13.40 34 E 12.16 -29.19 max ll+i shr rt -8.91 -17.94 17.24 9.56 34 E 9.60 -68.41 min ll+i mom rt 3.88 -13.73 14.04 -4.16 34 E -10.39 69.68 min ll+i shr rt -3.15 14.91 -15.15 3.38 34 E -10.61 122.74 max ll+i mom lt -15.61 14.74 -15.96 16.76 34 E -12.16 -29.19 max ll+i shr lt -8.91 -17.94 17.24 9.56 34 E 9.80 -73.44 min ll+i mom lt 4.83 -13.98 14.36 -5.18 34 E 10.39 69.68 min ll+i shr lt -3.15 14.91 -15.15 3.38 36 E -29.78 83.61 ncomp dead rt 13.33 38.20 -37.19 -14.25 36 E -2.23 6.18 super dead rt 1.02 2.86 -2.78 -1.09 36 E -15.05 128.43 max ll+i mom rt -14.02 18.52 -19.58 14.99 36 E 11.10 -80.95 max ll+i shr rt 7.02 -13.79 14.32 -7.51 36 E 6.41 -64.98 min ll+i mom rt 8.45 -7.80 8.43 -9.03 36 E -21.01 113.70 min ll+i shr rt -3.77 26.45 -26.74 4.04 36 E -10.90 85.94 max ll+i mom lt -8.45 13.47 -14.11 9.04 36 E -11.10 -80.95 max ll+i shr lt 7.02 -13.79 14.32 -7.51 36 E 20.55 -118.60 min ll+i mom lt 5.47 -25.81 26.22 -5.85 36 E 21.01 113.70 min ll+i shr lt -3.77 26.45 -26.74 4.04 37 E -9.83 32.23 ncomp dead rt 3.28 12.56 -12.32 -3.51 37 E -0.74 2.34 super dead rt 0.26 0.94 -0.92 -0.28 37 E -14.24 110.91 max ll+i mom rt -10.72 17.61 -18.42 11.46 37 E 12.56 -46.98 max ll+i shr rt -2.80 -16.00 15.79 2.99 37 E 9.10 -67.01 min ll+i mom rt 5.91 -11.30 11.74 -6.32 37 E -15.88 101.30 min ll+i shr rt -6.56 19.85 -20.35 7.01 37 E -11.80 98.75 max ll+i mom lt -10.52 14.54 -15.34 11.25 37 E -12.56 -46.98 max ll+i shr lt -2.80 -16.00 15.79 2.99 37 E 15.09 -91.83 min ll+i mom lt 5.16 -18.91 19.30 -5.52 37 E 15.88 101.30 min ll+i shr lt -6.56 19.85 -20.35 7.01 38 E -7.84 22.57 ncomp dead rt 3.37 10.05 -9.79 -3.61 38 E -0.30 0.97 super dead rt 0.11 0.39 -0.38 -0.11 38 E -15.48 93.31 max ll+i mom rt -5.08 19.41 -19.79 5.43 38 E 16.82 -100.24 max ll+i shr rt 5.24 -21.09 21.49 -5.61 38 E 14.74 -69.47 min ll+i mom rt 0.17 -18.65 18.66 -0.18 38 E -18.42 77.28 min ll+i shr rt 2.09 23.40 -23.24 -2.23 38 E -15.77 137.36 max ll+i mom lt -15.36 19.38 -20.54 16.43 38 E -16.82 -100.24 max ll+i shr lt 5.24 -21.09 21.49 -5.61 38 E 17.36 -125.96 min ll+i mom lt 10.83 -21.56 22.38 -11.58 38 E 18.42 77.28 min ll+i shr lt 2.09 23.40 -23.24 -2.23 39 E 11.30 0.76 ncomp dead rt -12.88 -14.79 13.81 13.78 39 E 1.16 -0.86 super dead rt -1.10 -1.51 1.43 1.17 39 E -7.79 58.87 max ll+i mom rt -5.42 9.66 -10.07 5.80 39 E 12.97 -30.29 max ll+i shr rt -7.28 -16.69 16.14 7.78 39 E 12.50 -58.97 min ll+i mom rt 0.15 -15.82 15.83 -0.17 39 E -8.54 49.77 min ll+i shr rt -2.39 10.72 -10.90 2.56 39 E -11.93 89.65 max ll+i mom lt -8.18 14.79 -15.41 8.75 39 E -12.97 -30.29 max ll+i shr lt -7.28 -16.69 16.14 7.78 39 E 8.04 -44.80 min ll+i mom lt 1.75 -10.11 10.24 -1.88 39 E 8.54 49.77 min ll+i shr lt -2.39 10.72 -10.90 2.56 40 B 0.08 -0.33 ncomp dead rt -0.11 0.13 0.08 -0.13 0.02 40 B 0.01 -0.01 super dead rt -0.02 0.01 0.00 -0.01 0.01 40 B -0.98 5.63 max ll+i mom rt 1.03 -1.57 -1.41 1.57 0.19 40 B 0.97 -2.73 max ll+i shr rt -1.72 1.54 0.68 -1.54 0.52 40 B 0.94 -4.73 min ll+i mom rt -1.14 1.49 1.18 -1.49 -0.02 40 B -0.99 5.41 min ll+i shr rt 1.11 -1.58 -1.35 1.58 0.12 40 B -0.93 3.98 max ll+i mom lt -1.00 1.49 1.32 -1.49 -0.16 40 B -0.97 -2.73 max ll+i shr lt 0.68 -1.54 -1.72 1.54 0.52 40 B 0.99 -3.62 min ll+i mom lt 0.90 -1.57 -1.54 1.57 0.32 40 B 0.99 5.41 min ll+i shr lt -1.35 1.58 1.11 -1.58 0.12 Key - Type B 1 - Right Top Chd 2 - Left Diag 3 - Left Top Chd 4 - Right Diag 5 - Bot Chd Type E 1 - Top Chd 2 - UR-LL Diag 3 - LR-UL Diag 4 - Bot Chd (-) is compression Right side is connected to girder 3 Factored Combined Forces Summary - Girder 3 Girder 3 Max Combined Member Forces - k Brace Type Top Chord Diagonal Bottom Chord Tens Comp Tens Comp Tens Comp HS 1 B 5.77 -3.90 8.27 -8.27 0.75 -0.98 2 E 23.28 -15.61 36.01 -36.63 16.76 -24.99 3 E 26.73 -17.68 49.13 -49.93 19.02 -28.75 4 E 23.26 -14.64 56.92 -57.76 15.78 -25.07 5 E 8.30 -10.76 31.99 -32.87 11.61 -8.95 6 E 12.56 -1.95 55.99 -55.93 2.10 -13.57 7 E 8.12 -17.72 34.93 -35.34 19.14 -8.77 8 E 13.32 -20.66 56.18 -56.44 22.31 -14.39 9 E 19.53 -19.60 52.25 -53.13 21.16 -21.09 10 E 17.83 -17.06 51.47 -52.10 18.42 -19.25 11 E 10.23 -19.42 44.56 -44.68 20.97 -11.04 12 E 1.41 -12.98 39.02 -39.66 14.02 -1.52 13 E 0.00 -4.69 29.35 -29.70 5.01 0.00 14 E 11.64 -14.55 32.67 -33.74 15.55 -12.45 15 E 21.03 -29.22 47.00 -48.07 31.25 -22.48 16 E 28.27 -36.63 60.41 -61.42 39.16 -30.22 17 E 30.29 -34.54 65.27 -67.20 36.94 -32.39 18 E 29.61 -35.16 63.83 -65.73 37.62 -31.68 19 E 27.50 -34.19 58.01 -59.03 36.60 -29.43 20 E 20.53 -26.30 42.01 -43.01 28.17 -21.99 21 E 9.15 -13.60 36.96 -37.69 14.58 -9.81 22 E 0.00 -8.38 39.62 -40.27 8.99 0.00 23 E 3.21 -17.98 30.59 -31.23 19.31 -3.44 24 E 12.80 -27.48 44.75 -45.88 29.52 -13.75 26 E 27.54 -43.32 78.62 -79.44 44.00 -27.98 27 E 47.86 -33.91 38.44 -39.25 34.70 -48.97 28 E 54.38 -32.42 29.00 -29.31 33.44 -56.10 29 E 52.53 -26.96 28.96 -29.18 28.02 -54.61 30 E 43.92 -18.13 28.27 -28.27 18.98 -45.98 31 E 26.56 -6.28 26.26 -25.68 6.61 -27.97 32 E 10.01 0.00 23.36 -22.70 0.00 -10.62 33 E 1.61 -29.37 37.08 -38.55 31.36 -1.72 34 E 0.00 -52.41 47.21 -50.17 56.25 0.00 36 E 36.99 -11.79 110.81 -110.02 12.61 -39.56 37 E 17.45 -18.66 60.66 -61.38 19.95 -18.66 38 E 28.03 -28.84 64.35 -63.67 30.84 -29.98 39 E 0.00 -35.94 54.86 -57.42 38.43 0.00 40 B 2.24 -3.90 3.62 -3.62 1.15 -0.32 Fatigue Stress Range Summary - Girder 3 Girder 3 Loading Stress Range - ksi Brace Type Top Chord Diagonal Bottom Chord 1 B 1.01 1.08 0.03 2 E 1.91 2.61 1.65 3 E 2.27 3.36 2.00 4 E 2.02 3.22 1.77 5 E 1.16 2.24 1.03 6 E 0.19 2.67 0.12 7 E 1.08 2.45 0.91 8 E 1.85 3.91 1.55 9 E 2.08 5.08 1.82 10 E 2.08 4.81 1.87 11 E 1.51 3.72 1.31 12 E 0.70 2.62 0.85 13 E 0.05 1.18 0.06 14 E 1.79 1.74 1.55 15 E 2.67 3.52 2.37 16 E 3.06 4.73 2.79 17 E 4.31 2.00 3.59 18 E 4.08 2.25 3.38 19 E 2.74 4.85 2.54 20 E 2.23 3.58 2.04 21 E 1.29 2.02 1.16 22 E 0.02 1.26 0.02 23 E 0.94 2.37 1.13 24 E 2.02 2.78 1.76 26 E 2.69 6.82 2.14 27 E 4.03 1.72 3.13 28 E 4.01 1.21 3.14 29 E 3.95 0.87 3.11 30 E 3.06 2.00 1.81 31 E 1.88 1.14 1.12 32 E 0.13 0.76 0.08 33 E 1.22 2.66 1.47 34 E 2.08 3.57 2.51 36 E 2.54 5.92 1.53 37 E 2.00 4.58 1.78 38 E 2.86 6.20 2.60 39 E 1.12 3.48 1.34 40 B 0.62 0.53 0.05 Stress Range Allowable Range 25 Diaph 10.27 16.00 35 Diaph 11.83 16.00 Stress range listed is 3/4 actual stress range. Factored Connection Forces - Girder 3 Girder 3 Combined Factored Connection Forces - Grp I Brace Type Right Side Left Side Vert Horiz Vert Horiz k k k k 1 B -6.74 3.86 6.74 5.77 2 E 12.47 -51.13 -12.44 -49.22 3 E 15.13 -66.32 -14.79 -55.58 4 E 15.79 -72.36 -14.73 57.09 5 E 8.13 -38.41 -7.83 35.84 6 E -12.84 53.38 10.02 -30.82 7 E 7.96 -38.08 -7.40 37.58 8 E 11.58 -58.52 -10.77 55.62 9 E -12.11 68.27 12.01 -66.05 10 E -11.90 67.12 11.73 -63.14 11 E 9.45 48.44 -9.05 48.93 12 E 9.04 -37.23 -7.62 39.13 13 E 11.76 -22.26 -9.62 22.21 14 E 13.23 -39.32 -12.66 38.17 15 E -18.94 67.96 18.11 -58.81 16 E -24.21 87.50 22.33 -70.58 17 E -26.12 94.02 23.70 -75.74 18 E -25.22 92.11 22.88 -73.97 19 E -22.38 84.09 20.60 -67.68 20 E -15.89 61.45 15.45 -53.38 21 E 13.57 -42.26 -12.13 36.00 22 E 14.07 -29.39 -10.49 26.44 23 E 10.46 30.85 -9.39 36.10 24 E -14.93 66.78 13.75 48.56 26 E -65.67 83.86 78.72 -84.73 27 E -30.12 -53.35 33.04 -75.66 28 E -20.93 -60.83 21.63 -71.87 29 E -19.20 -59.19 19.53 -67.41 30 E -16.11 -53.92 16.03 -55.59 31 E 14.36 -43.65 -14.41 -36.08 32 E 11.27 -30.38 -10.49 8.13 33 E 15.71 32.79 -14.61 55.81 34 E 16.83 61.32 -15.35 88.05 36 E -43.62 98.58 37.07 -105.62 37 E -24.10 71.21 21.95 -61.77 38 E -25.29 58.11 23.62 -78.46 39 E 22.18 -31.94 -19.63 75.93 40 B 2.21 2.94 -2.21 -3.90 Shear at Right Mom at Right Shear at Left Mom at Left k k-ft k k-ft 25 D 278.78 501.27 -278.78 1074.88 35 D 153.75 449.70 -153.75 1629.42 Moment and shear forces both are maximum. Horizontal force listed applied to each of top and bottom connections. Vertical force listed applied to each of top and bottom connections for Types A and E. Vertical force listed applied to connection supporting a diagonal for Types B and C. Forces applied along centroidal axes of connecting members. Connection forces are those that exist at the system node connecting brace to girder. Right side is connected to girder 3 Sign convention: Positive shear is upward on both sides. Positive horiz force corresponds to positive end moment where top horiz force is toward brace and bottom horiz force is away from brace. Negative horiz force corresponds to negative end moment where top horiz force is away from brace and bottom horiz force is toward brace. Shapes - Girder 4 To Adjacent Girder - Brace 1 Girder 4 Shapes Brace 1 Type D bracing - rolled shape diaphragm W40x199.0 Service Forces - Girder 4 To Adjacent Girder - Brace 1 - HS Girder 4 Forces - HS Forces on Brace 1 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -142.83 -13.62 13.34 -88.18 0.00 Concurrent Mom -14.77 442.76 k-ft Moment at Girder 4 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 433.43 40.43 469.58 -155.65 0.00 Concurrent shear -75.83 11.48 k Moment from fatigue trk 12.97 -24.33 Concurrent Shr 0.04 -0.43 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 63.80 5.19 229.98 -165.71 0.00 Concurrent shear 23.22 38.25 k Moment from fatigue trk 186.97 -133.79 Concurrent Shr 38.79 22.69 Service Stress - ksi Noncomp Comp LL+I Side- Dead Dead walk Shear -5.68 -0.54 0.53 0.00 Bending at Gdr 4 6.75 0.63 7.32 0.00 Bending at Gdr 5 0.99 0.08 3.58 0.00 Grp I - Factored Shear - k Actual Strength Ratio 394.82 689.16 0.573 Grp I - Factored Moment - k-ft Actual Strength Ratio at Gdr 4 1635.48 3208.33 0.510 at Gdr 5 588.97 3208.33 0.184 Overload Factored Moment - k-ft Actual Strength Ratio at Gdr 4 1258.06 3208.33 0.184 at Gdr 5 453.05 3208.33 0.141 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Flange 7.50 16.00 0.469 Shapes - Girder 4 To Adjacent Girder - Brace 1 Girder 4 Shapes Brace 1 Type D bracing - rolled shape diaphragm W40x199.0 Shapes - Girder 4 To Adjacent Girder - Brace 2 Girder 4 Shapes Brace 2 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 0.00 0.00 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 62.66 54.28 Bot chord: WT 8.00 x 25.00 39.13 43.47 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 4 To Adjacent Girder - Brace 2 - HS Girder 4 Forces - HS Forces on Brace 2 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 29.26 2.49 37.62 -16.89 0.00 Concurrent Mom -76.56 69.44 k-ft Moment at Girder 4 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -119.49 -9.27 87.70 -124.26 0.00 Concurrent shear -16.45 35.76 k Moment from fatigue trk 6.33 -15.15 Concurrent Shr -0.59 1.86 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 119.14 11.03 156.70 -68.36 0.00 Concurrent shear -32.09 11.65 k Moment from fatigue trk 126.22 -53.94 Concurrent Shr -20.05 2.72 Girder 4 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 4 at adj gd (+) (-) (+) (-) (+) (-) Top chord 8.56 0.51 5.17 -9.80 8.46 -15.62 0.00 0.00 UR-LL diag -25.33 -2.16 14.62 -33.15 32.66 -28.56 0.00 0.00 LR-UL diag 25.87 2.19 32.66 -14.94 27.59 -33.15 0.00 0.00 Bot chord -8.99 -0.54 10.30 -5.43 16.42 -8.89 0.00 0.00 Stresses - Girder 4 To Adjacent Girder - Brace 2 - HS Girder 4 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 30.15 208.33 0.145 22.12 250.32 0.088 UR-LL diag 35.17 143.75 0.245 107.70 132.05 0.816 LR-UL diag 107.39 143.75 0.747 35.48 132.05 0.269 Bot chord 23.25 261.49 0.089 31.69 292.28 0.108 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 23.19 208.33 0.111 17.02 250.32 0.068 UR-LL diag 27.06 143.75 0.188 82.85 132.05 0.627 LR-UL diag 82.61 143.75 0.575 27.29 132.05 0.207 Bot chord 17.89 261.49 0.068 24.38 292.28 0.083 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 3.10 16.00 0.194 11.21 -16.64 UR-LL diag 5.26 16.00 0.329 17.02 -18.06 LR-UL diag 6.04 16.00 0.377 17.02 -18.06 Bot chord 2.78 16.00 0.174 17.49 -11.78 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 4 To Adjacent Girder - Brace 2 Girder 4 Shapes Brace 2 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 0.00 0.00 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 62.66 54.28 Bot chord: WT 8.00 x 25.00 39.13 43.47 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 4 To Adjacent Girder - Brace 3 Girder 4 Shapes Brace 3 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 0.00 0.00 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 81.12 70.27 Bot chord: WT 8.00 x 25.00 55.39 61.54 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 4 To Adjacent Girder - Brace 3 - HS Girder 4 Forces - HS Forces on Brace 3 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 7.62 0.74 17.61 -13.68 0.00 Concurrent Mom -52.05 90.92 k-ft Moment at Girder 4 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -34.87 -2.62 95.95 -89.02 0.00 Concurrent shear -11.48 15.66 k Moment from fatigue trk 5.12 -12.99 Concurrent Shr -0.34 1.12 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 27.23 3.40 110.60 -60.81 0.00 Concurrent shear -13.88 9.58 k Moment from fatigue trk 81.97 -48.49 Concurrent Shr -6.72 3.54 Girder 4 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 4 at adj gd (+) (-) (+) (-) (+) (-) Top chord 0.92 -0.09 6.08 -11.86 5.25 -13.03 0.00 0.00 UR-LL diag -8.59 -0.84 15.18 -20.12 19.77 -16.20 0.00 0.00 LR-UL diag 8.66 0.83 19.77 -15.80 15.25 -20.12 0.00 0.00 Bot chord -0.98 0.10 12.64 -6.48 13.88 -5.60 0.00 0.00 Stresses - Girder 4 To Adjacent Girder - Brace 3 - HS Girder 4 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 14.27 208.33 0.069 27.22 250.32 0.109 UR-LL diag 30.66 143.75 0.213 55.93 113.57 0.492 LR-UL diag 55.26 143.75 0.384 31.34 113.57 0.276 Bot chord 29.00 261.49 0.111 15.20 271.26 0.056 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 10.98 208.33 0.053 20.94 250.32 0.084 UR-LL diag 23.58 143.75 0.164 43.02 113.57 0.379 LR-UL diag 42.50 143.75 0.296 24.10 113.57 0.212 Bot chord 22.31 261.49 0.085 11.70 271.26 0.043 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.37 16.00 0.148 8.22 -13.17 UR-LL diag 2.28 16.00 0.143 7.13 -8.09 LR-UL diag 2.61 16.00 0.163 7.13 -8.09 Bot chord 2.18 16.00 0.136 14.03 -8.76 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 4 To Adjacent Girder - Brace 3 Girder 4 Shapes Brace 3 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 0.00 0.00 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 81.12 70.27 Bot chord: WT 8.00 x 25.00 55.39 61.54 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 4 To Adjacent Girder - Brace 4 Girder 4 Shapes Brace 4 Type D bracing - rolled shape diaphragm W40x199.0 Service Forces - Girder 4 To Adjacent Girder - Brace 4 - HS Girder 4 Forces - HS Forces on Brace 4 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 53.38 5.17 54.10 -7.91 0.00 Concurrent Mom -16.43 90.21 k-ft Moment at Girder 4 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -30.85 -1.24 141.46 -132.55 0.00 Concurrent shear 10.55 17.53 k Moment from fatigue trk 4.43 -11.16 Concurrent Shr -0.25 1.41 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 107.30 12.14 263.44 -124.27 0.00 Concurrent shear -46.95 1.99 k Moment from fatigue trk 208.74 -100.58 Concurrent Shr -32.52 -1.52 Service Stress - ksi Noncomp Comp LL+I Side- Dead Dead walk Shear 2.12 0.21 -0.31 0.00 Bending at Gdr 4 -0.48 -0.02 -2.07 0.00 Bending at Gdr 5 1.67 0.19 4.11 0.00 Grp I - Factored Shear - k Actual Strength Ratio 193.57 689.16 0.281 Grp I - Factored Moment - k-ft Actual Strength Ratio at Gdr 4 329.48 3208.33 0.103 at Gdr 5 727.20 3208.33 0.227 Overload Factored Moment - k-ft Actual Strength Ratio at Gdr 4 253.45 3208.33 0.227 at Gdr 5 559.39 3208.33 0.174 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Flange 7.23 16.00 0.452 Shapes - Girder 4 To Adjacent Girder - Brace 4 Girder 4 Shapes Brace 4 Type D bracing - rolled shape diaphragm W40x199.0 Shapes - Girder 4 To Adjacent Girder - Brace 5 Girder 4 Shapes Brace 5 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 0.00 0.00 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 57.08 49.45 Bot chord: WT 8.00 x 25.00 33.82 37.58 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 4 To Adjacent Girder - Brace 5 - HS Girder 4 Forces - HS Forces on Brace 5 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -28.60 -2.39 12.14 -33.19 0.00 Concurrent Mom -52.41 90.92 k-ft Moment at Girder 4 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 78.86 7.49 93.36 -41.77 0.00 Concurrent shear -32.30 11.32 k Moment from fatigue trk 1.30 -0.53 Concurrent Shr -0.25 0.13 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -154.32 -12.02 28.37 -85.99 0.00 Concurrent shear -10.90 31.67 k Moment from fatigue trk 20.72 -69.29 Concurrent Shr -6.35 23.21 Girder 4 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 4 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.87 -0.37 5.41 -3.15 5.41 -2.02 0.00 0.00 UR-LL diag 22.73 1.90 26.40 -9.52 25.29 -26.51 0.00 0.00 LR-UL diag -22.84 -1.92 9.83 -26.51 26.40 -25.19 0.00 0.00 Bot chord 1.95 0.39 3.29 -5.65 2.11 -5.65 0.00 0.00 Stresses - Girder 4 To Adjacent Girder - Brace 5 - HS Girder 4 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 8.82 208.33 0.042 9.77 250.32 0.039 UR-LL diag 89.32 143.75 0.621 25.53 136.70 0.187 LR-UL diag 25.12 143.75 0.175 89.74 136.70 0.656 Bot chord 10.19 261.49 0.039 9.21 297.57 0.031 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 6.79 208.33 0.033 7.51 250.32 0.030 UR-LL diag 68.71 143.75 0.478 19.64 136.70 0.144 LR-UL diag 19.32 143.75 0.134 69.03 136.70 0.505 Bot chord 7.84 261.49 0.030 7.09 297.57 0.024 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.38 16.00 0.024 2.81 -1.20 UR-LL diag 7.24 16.00 0.452 18.57 -18.41 LR-UL diag 6.40 16.00 0.400 18.57 -18.41 Bot chord 0.45 16.00 0.028 1.25 -2.93 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 4 To Adjacent Girder - Brace 5 Girder 4 Shapes Brace 5 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 0.00 0.00 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 57.08 49.45 Bot chord: WT 8.00 x 25.00 33.82 37.58 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 4 To Adjacent Girder - Brace 6 Girder 4 Shapes Brace 6 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 0.00 0.00 Diagonals: L 4.00 x 4.00 x 0.375 78.28 86.98 Bot chord: L 4.00 x 4.00 x 0.375 110.42 122.69 Service Forces - Girder 4 To Adjacent Girder - Brace 6 - HS Girder 4 Forces - HS Forces on Brace 6 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.02 0.02 1.08 -0.79 0.00 Concurrent Mom -2.74 2.70 k-ft Moment at Girder 4 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.00 -0.10 2.88 -4.27 0.00 Concurrent shear -0.77 1.07 k Moment from fatigue trk 0.11 -0.10 Concurrent Shr -0.03 0.02 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.19 0.06 3.82 -2.87 0.00 Concurrent shear -1.06 0.77 k Moment from fatigue trk 3.14 -2.25 Concurrent Shr -0.88 0.55 Girder 4 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 4 at adj gd (+) (-) (+) (-) (+) (-) Top chd L 0.05 -0.02 0.89 -1.47 0.72 -0.95 0.00 0.00 Top chd R 0.00 0.03 1.07 -0.72 1.15 -1.47 0.00 0.00 UC-LL diag -0.03 0.03 1.53 -1.11 1.49 -1.53 0.00 0.00 LR-UC diag 0.03 -0.03 1.11 -1.53 1.53 -1.49 0.00 0.00 Bot chord -0.02 -0.01 0.39 -0.11 0.39 -0.11 0.00 0.00 Stresses - Girder 4 To Adjacent Girder - Brace 6 - HS Girder 4 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 1.98 109.02 0.018 3.15 121.54 0.026 LR-UC diag 3.31 109.02 0.030 3.32 89.02 0.037 UC-LL diag 3.32 109.02 0.030 3.31 89.02 0.037 Bot chord 0.81 109.02 0.007 0.28 57.07 0.005 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 1.53 109.02 0.014 2.42 121.54 0.020 LR-UC diag 2.55 109.02 0.023 2.55 89.02 0.029 UC-LL diag 2.55 109.02 0.023 2.55 89.02 0.029 Bot chord 0.63 109.02 0.006 0.21 57.07 0.004 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.52 16.00 0.032 0.96 -0.79 UC-LL diag 0.56 16.00 0.035 1.24 -1.24 LR-UC diag 0.56 16.00 0.035 1.24 -1.24 Bot chord 0.02 16.00 0.001 0.00 -0.09 Tension Area Compression Area Top chord 2.18 2.86 Diag 2.18 2.86 Bot chord 2.18 2.86 Shapes - Girder 4 To Adjacent Girder - Brace 6 Girder 4 Shapes Brace 6 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 0.00 0.00 Diagonals: L 4.00 x 4.00 x 0.375 78.28 86.98 Bot chord: L 4.00 x 4.00 x 0.375 110.42 122.69 Summary of Performance Ratios - Girder 4 - HS (Performance ratios do not include the effect of connection eccentricity.) Bracing forces from loading in lane locations used for forces in associated girder. Combined Stresses Fatigue Stresses Brace Top Diag Bott Top Diag Bott Chord Chord Chord Chord 2 0.145 0.816 0.108 0.194 0.377 0.174 3 0.109 0.492 0.111 0.148 0.163 0.136 5 0.042 0.656 0.039 0.024 0.452 0.028 6 0.026 0.511 0.007 0.032 0.035 0.001 Shear Moment Fatigue 1 0.573 0.510 0.469 4 0.281 0.227 0.452 Summary of Rating Factors - Girder 4 - HS Girder 4 Summary of Rating Factors Brace Governing Capacity Dead LL+I Inventory Operating Member Effect Effect 1 diaphrm 689.16 156.45 88.18 2.54 4.23 2 diag 132.05 27.49 33.15 1.34 2.23 3 diag 113.57 9.43 20.12 2.32 3.87 4 diaphrm 689.16 58.55 54.10 5.22 8.70 5 diag 136.70 24.76 26.51 1.82 3.03 6 diag 89.02 0.00 1.53 26.86 44.77 Effects shown are service. Ratings are strength based. Summary of Analyses - Girder 4 Girder 4 Summary of Analyses - HS Brace Type Shr Mom Service Load 1 2 3 4 5 (k ) (k-ft) (k ) 2 E 29.26 -119.49 ncomp dead rt 8.56 -25.33 25.87 -8.99 2 E 2.49 -9.27 super dead rt 0.51 -2.16 2.19 -0.54 2 E -16.45 87.70 max ll+i mom rt -9.80 14.09 -14.70 10.30 2 E 37.62 -76.56 max ll+i shr rt -7.72 -33.15 32.66 8.12 2 E 35.76 -124.26 min ll+i mom rt 5.17 -31.12 31.44 -5.43 2 E -16.89 69.44 min ll+i shr rt -5.05 14.62 -14.94 5.31 2 E -32.09 156.70 max ll+i mom lt -15.62 27.59 -28.56 16.42 2 E -37.62 -76.56 max ll+i shr lt -7.72 -33.15 32.66 8.12 2 E 11.65 -68.36 min ll+i mom lt 8.46 -9.92 10.45 -8.89 2 E 16.89 69.44 min ll+i shr lt -5.05 14.62 -14.94 5.31 3 E 7.62 -34.87 ncomp dead rt 0.92 -8.59 8.66 -0.98 3 E 0.74 -2.62 super dead rt -0.09 -0.84 0.83 0.10 3 E -11.48 95.95 max ll+i mom rt -11.86 12.57 -13.43 12.64 3 E 17.61 -52.05 max ll+i shr rt -4.77 -20.12 19.77 5.08 3 E 15.66 -89.02 min ll+i mom rt 6.08 -17.51 17.95 -6.48 3 E -13.68 90.92 min ll+i shr rt -8.48 15.18 -15.80 9.03 3 E -13.88 110.60 max ll+i mom lt -13.03 15.25 -16.20 13.88 3 E -17.61 -52.05 max ll+i shr lt -4.77 -20.12 19.77 5.08 3 E 9.58 -60.81 min ll+i mom lt 5.25 -10.65 11.04 -5.60 3 E 13.68 90.92 min ll+i shr lt -8.48 15.18 -15.80 9.03 5 E -28.60 78.86 ncomp dead rt -1.87 22.73 -22.84 1.95 5 E -2.39 7.49 super dead rt -0.37 1.90 -1.92 0.39 5 E -32.30 93.36 max ll+i mom rt -3.15 25.65 -25.83 3.29 5 E 12.14 -52.41 max ll+i shr rt 5.41 -9.52 9.83 -5.65 5 E 11.32 -41.77 min ll+i mom rt 3.31 -8.93 9.12 -3.46 5 E -33.19 90.92 min ll+i shr rt -2.02 26.40 -26.51 2.11 5 E -10.90 28.37 max ll+i mom lt -0.30 8.68 -8.70 0.31 5 E -12.14 -52.41 max ll+i shr lt 5.41 -9.52 9.83 -5.65 5 E 31.67 -85.99 min ll+i mom lt 1.74 -25.19 25.29 -1.82 5 E 33.19 90.92 min ll+i shr lt -2.02 26.40 -26.51 2.11 6 B -0.02 0.00 ncomp dead rt 0.05 -0.03 0.00 0.03 -0.02 6 B 0.02 -0.10 super dead rt -0.02 0.03 0.03 -0.03 -0.01 6 B -0.77 2.88 max ll+i mom rt 0.81 -1.09 -0.72 1.09 -0.05 6 B 1.08 -2.74 max ll+i shr rt -1.47 1.53 0.68 -1.53 0.39 6 B 1.07 -4.27 min ll+i mom rt -1.05 1.50 1.07 -1.50 -0.01 6 B -0.79 2.70 min ll+i shr rt 0.89 -1.11 -0.67 1.11 -0.11 6 B -1.06 3.82 max ll+i mom lt -0.95 1.49 1.15 -1.49 -0.10 6 B -1.08 -2.74 max ll+i shr lt 0.68 -1.53 -1.47 1.53 0.39 6 B 0.77 -2.87 min ll+i mom lt 0.72 -1.09 -0.82 1.09 0.05 6 B 0.79 2.70 min ll+i shr lt -0.67 1.11 0.89 -1.11 -0.11 Key - Type B 1 - Right Top Chd 2 - Left Diag 3 - Left Top Chd 4 - Right Diag 5 - Bot Chd Type E 1 - Top Chd 2 - UR-LL Diag 3 - LR-UL Diag 4 - Bot Chd (-) is compression Right side is connected to girder 4 Factored Combined Forces Summary - Girder 4 Girder 4 Max Combined Member Forces - k Brace Type Top Chord Diagonal Bottom Chord Tens Comp Tens Comp Tens Comp HS 2 E 30.15 -22.12 107.39 -107.70 23.25 -31.69 3 E 14.27 -27.22 55.26 -55.93 29.00 -15.20 5 E 8.82 -9.77 89.32 -89.74 10.19 -9.21 6 B 1.98 -3.15 3.32 -3.32 0.81 -0.28 Fatigue Stress Range Summary - Girder 4 Girder 4 Loading Stress Range - ksi Brace Type Top Chord Diagonal Bottom Chord 2 E 3.10 6.04 2.78 3 E 2.37 2.61 2.18 5 E 0.38 7.24 0.45 6 B 0.52 0.56 0.02 Stress Range Allowable Range 1 Diaph 7.50 16.00 4 Diaph 7.23 16.00 Stress range listed is 3/4 actual stress range. Factored Connection Forces - Girder 4 Girder 4 Combined Factored Connection Forces - Grp I Brace Type Right Side Left Side Vert Horiz Vert Horiz k k k k 2 E 61.47 -108.95 -67.33 126.96 3 E 24.54 -60.31 -24.18 69.77 5 E -56.17 78.49 65.52 -100.42 6 B 2.35 -2.35 -2.35 -3.15 Shear at Right Mom at Right Shear at Left Mom at Left k k-ft k k-ft 1 D -324.49 1635.48 324.49 588.97 4 D 179.43 -329.48 -179.43 727.20 Moment and shear forces both are maximum. Horizontal force listed applied to each of top and bottom connections. Vertical force listed applied to each of top and bottom connections for Types A and E. Vertical force listed applied to connection supporting a diagonal for Types B and C. Forces applied along centroidal axes of connecting members. Connection forces are those that exist at the system node connecting brace to girder. Right side is connected to girder 4 Sign convention: Positive shear is upward on both sides. Positive horiz force corresponds to positive end moment where top horiz force is toward brace and bottom horiz force is away from brace. Negative horiz force corresponds to negative end moment where top horiz force is away from brace and bottom horiz force is toward brace. Shapes - Girder 5 To Adjacent Girder - Brace 1 Girder 5 Shapes Brace 1 Type D bracing - rolled shape diaphragm W40x199.0 Service Forces - Girder 5 To Adjacent Girder - Brace 1 - HS Girder 5 Forces - HS Forces on Brace 1 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 225.64 22.78 12.47 -30.04 0.00 Concurrent Mom -79.84 196.06 k-ft Moment at Girder 5 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 107.15 12.08 261.68 -124.04 0.00 Concurrent shear -23.25 3.89 k Moment from fatigue trk 7.50 -18.57 Concurrent Shr -0.34 0.89 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -26.10 -1.38 141.41 -125.39 0.00 Concurrent shear -2.83 10.14 k Moment from fatigue trk 105.84 -100.02 Concurrent Shr 9.37 3.28 Service Stress - ksi Noncomp Comp LL+I Side- Dead Dead walk Shear 8.97 0.91 -1.19 0.00 Bending at Gdr 5 1.67 0.19 4.08 0.00 Bending at Gdr 6 -0.41 -0.02 -1.95 0.00 Grp I - Factored Shear - k Actual Strength Ratio 350.03 689.16 0.508 Grp I - Factored Moment - k-ft Actual Strength Ratio at Gdr 5 723.11 3208.33 0.225 at Gdr 6 307.95 3208.33 0.096 Overload Factored Moment - k-ft Actual Strength Ratio at Gdr 5 556.24 3208.33 0.096 at Gdr 6 236.89 3208.33 0.074 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Flange 4.81 16.00 0.301 Shapes - Girder 5 To Adjacent Girder - Brace 1 Girder 5 Shapes Brace 1 Type D bracing - rolled shape diaphragm W40x199.0 Shapes - Girder 5 To Adjacent Girder - Brace 2 Girder 5 Shapes Brace 2 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 51.07 56.75 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 74.96 64.93 Bot chord: WT 8.00 x 25.00 50.11 55.68 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 5 To Adjacent Girder - Brace 2 - HS Girder 5 Forces - HS Forces on Brace 2 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 29.71 2.37 19.38 -6.42 0.00 Concurrent Mom -39.97 27.28 k-ft Moment at Girder 5 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -154.27 -11.90 27.75 -83.17 0.00 Concurrent shear -6.17 18.83 k Moment from fatigue trk 1.74 -5.87 Concurrent Shr -0.08 0.74 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 64.96 5.58 76.52 -36.28 0.00 Concurrent shear -18.38 5.58 k Moment from fatigue trk 58.24 -26.67 Concurrent Shr -12.47 3.29 Girder 5 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 5 at adj gd (+) (-) (+) (-) (+) (-) Top chord 10.80 0.76 3.31 -7.62 3.80 -7.62 0.00 0.00 UR-LL diag -30.71 -2.45 6.69 -20.54 20.01 -19.30 0.00 0.00 LR-UL diag 31.47 2.51 20.01 -6.75 19.16 -20.54 0.00 0.00 Bot chord -11.46 -0.81 8.09 -3.52 8.09 -4.03 0.00 0.00 Stresses - Girder 5 To Adjacent Girder - Brace 2 - HS Girder 5 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 23.28 208.33 0.112 1.51 221.81 0.007 UR-LL diag 0.32 143.75 0.002 87.72 120.27 0.729 LR-UL diag 87.61 143.75 0.609 0.43 120.27 0.004 Bot chord 1.60 261.49 0.006 24.71 278.88 0.089 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.90 208.33 0.086 1.16 221.81 0.005 UR-LL diag 0.25 143.75 0.002 67.48 120.27 0.561 LR-UL diag 67.40 143.75 0.469 0.33 120.27 0.003 Bot chord 1.23 261.49 0.005 19.01 278.88 0.068 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.87 16.00 0.055 3.51 -2.96 UR-LL diag 3.91 16.00 0.245 12.94 -13.15 LR-UL diag 3.91 16.00 0.245 12.94 -13.15 Bot chord 0.52 16.00 0.033 3.15 -3.73 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 5 To Adjacent Girder - Brace 2 Girder 5 Shapes Brace 2 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 51.07 56.75 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 74.96 64.93 Bot chord: WT 8.00 x 25.00 50.11 55.68 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 5 To Adjacent Girder - Brace 3 Girder 5 Shapes Brace 3 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 0.00 0.00 Diagonals: L 4.00 x 4.00 x 0.375 78.30 87.00 Bot chord: L 4.00 x 4.00 x 0.375 110.47 122.75 Service Forces - Girder 5 To Adjacent Girder - Brace 3 - HS Girder 5 Forces - HS Forces on Brace 3 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.07 0.00 1.12 -1.19 0.00 Concurrent Mom -3.89 3.54 k-ft Moment at Girder 5 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.36 -0.02 3.75 -3.94 0.00 Concurrent shear -1.15 1.10 k Moment from fatigue trk 0.20 -0.14 Concurrent Shr -0.04 0.03 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.16 -0.05 4.37 -4.93 0.00 Concurrent shear -1.09 1.14 k Moment from fatigue trk 3.60 -4.08 Concurrent Shr -0.84 0.86 Girder 5 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 5 at adj gd (+) (-) (+) (-) (+) (-) Top chd L -0.04 0.01 1.48 -1.26 1.23 -1.09 0.00 0.00 Top chd R 0.09 0.00 0.98 -0.94 1.48 -1.26 0.00 0.00 UC-LL diag 0.09 -0.01 1.58 -1.68 1.68 -1.61 0.00 0.00 LR-UC diag -0.09 0.01 1.68 -1.58 1.61 -1.68 0.00 0.00 Bot chord -0.02 -0.01 0.14 -0.30 0.14 -0.30 0.00 0.00 Stresses - Girder 5 To Adjacent Girder - Brace 3 - HS Girder 5 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 3.19 109.02 0.029 2.77 121.54 0.023 LR-UC diag 3.76 109.02 0.034 3.54 89.01 0.040 UC-LL diag 3.54 109.02 0.032 3.76 89.01 0.042 Bot chord 0.27 109.02 0.002 0.69 57.01 0.012 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 2.45 109.02 0.022 2.13 121.54 0.018 LR-UC diag 2.89 109.02 0.027 2.72 89.01 0.031 UC-LL diag 2.72 109.02 0.025 2.89 89.01 0.032 Bot chord 0.21 109.02 0.002 0.53 57.01 0.009 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.63 16.00 0.039 1.02 -0.90 UC-LL diag 0.55 16.00 0.034 1.21 -1.21 LR-UC diag 0.55 16.00 0.034 1.21 -1.21 Bot chord 0.05 16.00 0.003 0.07 -0.17 Tension Area Compression Area Top chord 2.18 2.86 Diag 2.18 2.86 Bot chord 2.18 2.86 Shapes - Girder 5 To Adjacent Girder - Brace 3 Girder 5 Shapes Brace 3 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 0.00 0.00 Diagonals: L 4.00 x 4.00 x 0.375 78.30 87.00 Bot chord: L 4.00 x 4.00 x 0.375 110.47 122.75 Summary of Performance Ratios - Girder 5 - HS (Performance ratios do not include the effect of connection eccentricity.) Bracing forces from loading in lane locations used for forces in associated girder. Combined Stresses Fatigue Stresses Brace Top Diag Bott Top Diag Bott Chord Chord Chord Chord 2 0.112 0.729 0.089 0.055 0.245 0.033 3 0.029 0.492 0.012 0.039 0.034 0.003 Shear Moment Fatigue 1 0.508 0.225 0.301 Summary of Rating Factors - Girder 5 - HS Girder 5 Summary of Rating Factors Brace Governing Capacity Dead LL+I Inventory Operating Member Effect Effect 1 diaphrm 3208.33 119.23 261.68 5.38 8.96 2 diag 120.27 33.17 20.54 1.73 2.88 3 diag 89.01 0.09 1.68 24.39 40.65 Effects shown are service. Ratings are strength based. Summary of Analyses - Girder 5 Girder 5 Summary of Analyses - HS Brace Type Shr Mom Service Load 1 2 3 4 5 (k ) (k-ft) (k ) 2 E 29.71 -154.27 ncomp dead rt 10.80 -30.71 31.47 -11.46 2 E 2.37 -11.90 super dead rt 0.76 -2.45 2.51 -0.81 2 E -6.17 27.75 max ll+i mom rt -1.21 6.41 -6.50 1.28 2 E 19.38 -39.97 max ll+i shr rt -7.62 -20.54 20.01 8.09 2 E 18.83 -83.17 min ll+i mom rt 3.31 -19.59 19.82 -3.52 2 E -6.42 27.28 min ll+i shr rt -0.87 6.69 -6.75 0.92 2 E -18.38 76.52 max ll+i mom lt -2.11 19.16 -19.30 2.24 2 E -19.38 -39.97 max ll+i shr lt -7.62 -20.54 20.01 8.09 2 E 5.58 -36.28 min ll+i mom lt 3.80 -5.70 5.97 -4.03 2 E 6.42 27.28 min ll+i shr lt -0.87 6.69 -6.75 0.92 3 B 0.07 -0.36 ncomp dead rt -0.04 0.09 0.09 -0.09 -0.02 3 B 0.00 -0.02 super dead rt 0.01 -0.01 0.00 0.01 -0.01 3 B -1.15 3.75 max ll+i mom rt 1.35 -1.62 -0.94 1.62 -0.21 3 B 1.12 -3.89 max ll+i shr rt -1.26 1.58 0.97 -1.58 0.14 3 B 1.10 -3.94 min ll+i mom rt -1.21 1.55 0.98 -1.55 0.11 3 B -1.19 3.54 min ll+i shr rt 1.48 -1.68 -0.89 1.68 -0.30 3 B -1.09 4.37 max ll+i mom lt -1.09 1.53 1.07 -1.53 0.01 3 B -1.12 -3.89 max ll+i shr lt 0.97 -1.58 -1.26 1.58 0.14 3 B 1.14 -4.93 min ll+i mom lt 1.23 -1.61 -1.04 1.61 -0.10 3 B 1.19 3.54 min ll+i shr lt -0.89 1.68 1.48 -1.68 -0.30 Key - Type B 1 - Right Top Chd 2 - Left Diag 3 - Left Top Chd 4 - Right Diag 5 - Bot Chd Type E 1 - Top Chd 2 - UR-LL Diag 3 - LR-UL Diag 4 - Bot Chd (-) is compression Right side is connected to girder 5 Factored Combined Forces Summary - Girder 5 Girder 5 Max Combined Member Forces - k Brace Type Top Chord Diagonal Bottom Chord Tens Comp Tens Comp Tens Comp HS 2 E 23.28 -1.51 87.61 -87.72 1.60 -24.71 3 B 3.19 -2.77 3.76 -3.76 0.27 -0.69 Fatigue Stress Range Summary - Girder 5 Girder 5 Loading Stress Range - ksi Brace Type Top Chord Diagonal Bottom Chord 2 E 0.87 3.91 0.52 3 B 0.63 0.55 0.05 Stress Range Allowable Range 1 Diaph 4.81 16.00 Stress range listed is 3/4 actual stress range. Factored Connection Forces - Girder 5 Girder 5 Combined Factored Connection Forces - Grp I Brace Type Right Side Left Side Vert Horiz Vert Horiz k k k k 2 E 41.89 -98.84 -40.34 64.26 3 B 2.51 -2.26 -2.51 3.19 Shear at Right Mom at Right Shear at Left Mom at Left k k-ft k k-ft 1 D -89.17 723.11 89.17 -307.95 Moment and shear forces both are maximum. Horizontal force listed applied to each of top and bottom connections. Vertical force listed applied to each of top and bottom connections for Types A and E. Vertical force listed applied to connection supporting a diagonal for Types B and C. Forces applied along centroidal axes of connecting members. Connection forces are those that exist at the system node connecting brace to girder. Right side is connected to girder 5 Sign convention: Positive shear is upward on both sides. Positive horiz force corresponds to positive end moment where top horiz force is toward brace and bottom horiz force is away from brace. Negative horiz force corresponds to negative end moment where top horiz force is away from brace and bottom horiz force is toward brace. Shapes - Girder 6 To Adjacent Girder - Brace 1 Girder 6 Shapes Brace 1 Type D bracing - rolled shape diaphragm W40x199.0 Service Forces - Girder 6 To Adjacent Girder - Brace 1 - HS Girder 6 Forces - HS Forces on Brace 1 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -25.30 -2.97 15.79 -34.13 0.00 Concurrent Mom -158.36 307.13 k-ft Moment at Girder 6 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 210.88 23.89 354.59 -220.52 0.00 Concurrent shear -31.54 13.34 k Moment from fatigue trk 21.29 -51.69 Concurrent Shr -0.36 1.24 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -22.81 -3.57 186.30 -197.78 0.00 Concurrent shear -5.68 29.73 k Moment from fatigue trk 141.04 -155.70 Concurrent Shr 1.49 2.31 Service Stress - ksi Noncomp Comp LL+I Side- Dead Dead walk Shear -1.01 -0.12 0.63 0.00 Bending at Gdr 6 3.29 0.37 5.53 0.00 Bending at Gdr 7 -0.36 -0.06 -3.08 0.00 Grp I - Factored Shear - k Actual Strength Ratio 110.84 689.16 0.161 Grp I - Factored Moment - k-ft Actual Strength Ratio at Gdr 6 1075.01 3208.33 0.335 at Gdr 7 463.68 3208.33 0.145 Overload Factored Moment - k-ft Actual Strength Ratio at Gdr 6 826.93 3208.33 0.145 at Gdr 7 356.68 3208.33 0.111 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Flange 6.94 16.00 0.434 Shapes - Girder 6 To Adjacent Girder - Brace 1 Girder 6 Shapes Brace 1 Type D bracing - rolled shape diaphragm W40x199.0 Shapes - Girder 6 To Adjacent Girder - Brace 2 Girder 6 Shapes Brace 2 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.93 71.04 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.87 77.85 Bot chord: WT 8.00 x 25.00 62.73 69.70 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 6 To Adjacent Girder - Brace 2 - HS Girder 6 Forces - HS Forces on Brace 2 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 7.12 0.32 14.19 -10.58 0.00 Concurrent Mom -57.16 74.93 k-ft Moment at Girder 6 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -48.52 -2.58 79.75 -97.92 0.00 Concurrent shear -7.32 14.13 k Moment from fatigue trk 9.66 -31.00 Concurrent Shr -0.50 1.95 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 17.22 0.38 107.35 -95.94 0.00 Concurrent shear -11.42 9.51 k Moment from fatigue trk 84.06 -72.80 Concurrent Shr -6.95 1.08 Girder 6 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 6 at adj gd (+) (-) (+) (-) (+) (-) Top chord 3.77 0.26 7.87 -11.07 12.53 -13.16 0.00 0.00 UR-LL diag -8.79 -0.39 13.03 -17.88 17.73 -14.82 0.00 0.00 LR-UL diag 9.07 0.41 18.03 -13.51 13.83 -17.88 0.00 0.00 Bot chord -4.03 -0.28 11.84 -8.41 14.07 -13.40 0.00 0.00 Stresses - Girder 6 To Adjacent Girder - Brace 2 - HS Girder 6 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 32.46 208.33 0.156 23.32 205.64 0.113 UR-LL diag 26.56 143.75 0.185 50.76 103.16 0.492 LR-UL diag 51.47 143.75 0.358 26.50 103.16 0.257 Bot chord 24.94 261.49 0.095 34.71 259.40 0.134 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 24.97 208.33 0.120 17.94 205.64 0.087 UR-LL diag 20.43 143.75 0.142 39.04 103.16 0.378 LR-UL diag 39.59 143.75 0.275 20.38 103.16 0.198 Bot chord 19.18 261.49 0.073 26.70 259.40 0.103 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 3.40 16.00 0.213 16.34 -12.52 UR-LL diag 2.61 16.00 0.163 8.24 -9.19 LR-UL diag 2.99 16.00 0.187 8.24 -9.19 Bot chord 2.77 16.00 0.173 13.39 -17.47 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 6 To Adjacent Girder - Brace 2 Girder 6 Shapes Brace 2 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.93 71.04 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.87 77.85 Bot chord: WT 8.00 x 25.00 62.73 69.70 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 6 To Adjacent Girder - Brace 3 Girder 6 Shapes Brace 3 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.94 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.88 77.86 Bot chord: WT 8.00 x 25.00 62.73 69.70 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 6 To Adjacent Girder - Brace 3 - HS Girder 6 Forces - HS Forces on Brace 3 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.39 -0.22 13.09 -11.67 0.00 Concurrent Mom -95.94 101.68 k-ft Moment at Girder 6 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -17.54 0.43 103.76 -108.02 0.00 Concurrent shear -10.31 12.50 k Moment from fatigue trk 8.15 -32.90 Concurrent Shr -0.20 1.59 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -4.74 -1.61 106.93 -99.72 0.00 Concurrent shear -9.35 10.51 k Moment from fatigue trk 80.42 -75.23 Concurrent Shr -3.29 -0.74 Girder 6 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 6 at adj gd (+) (-) (+) (-) (+) (-) Top chord 2.68 0.14 12.12 -13.53 12.33 -15.36 0.00 0.00 UR-LL diag -1.64 0.28 14.21 -16.10 16.75 -15.08 0.00 0.00 LR-UL diag 1.84 -0.27 16.75 -15.08 14.21 -16.10 0.00 0.00 Bot chord -2.87 -0.15 14.47 -12.96 16.42 -13.18 0.00 0.00 Stresses - Girder 6 To Adjacent Girder - Brace 3 - HS Girder 6 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 30.45 208.33 0.146 29.66 205.63 0.144 UR-LL diag 34.60 143.75 0.241 36.73 103.15 0.356 LR-UL diag 38.40 143.75 0.267 32.92 103.15 0.319 Bot chord 31.72 261.49 0.121 32.55 259.39 0.125 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 23.42 208.33 0.112 22.82 205.63 0.111 UR-LL diag 26.61 143.75 0.185 28.25 103.15 0.274 LR-UL diag 29.54 143.75 0.205 25.32 103.15 0.246 Bot chord 24.40 261.49 0.093 25.04 259.39 0.097 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 4.06 16.00 0.254 18.94 -15.72 UR-LL diag 1.40 16.00 0.087 3.53 -4.72 LR-UL diag 1.24 16.00 0.077 3.53 -4.72 Bot chord 3.35 16.00 0.210 16.80 -20.25 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 6 To Adjacent Girder - Brace 3 Girder 6 Shapes Brace 3 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.94 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.88 77.86 Bot chord: WT 8.00 x 25.00 62.73 69.70 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 6 To Adjacent Girder - Brace 4 Girder 6 Shapes Brace 4 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 6 To Adjacent Girder - Brace 4 - HS Girder 6 Forces - HS Forces on Brace 4 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.22 -0.32 13.13 -12.14 0.00 Concurrent Mom -94.22 96.91 k-ft Moment at Girder 6 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -15.25 0.75 108.34 -110.72 0.00 Concurrent shear -10.99 12.07 k Moment from fatigue trk 8.90 -31.44 Concurrent Shr -0.21 1.41 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -13.18 -2.23 104.85 -100.68 0.00 Concurrent shear -9.99 10.79 k Moment from fatigue trk 79.87 -79.85 Concurrent Shr -5.50 1.24 Girder 6 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 6 at adj gd (+) (-) (+) (-) (+) (-) Top chord 3.42 0.18 13.24 -13.87 12.25 -14.15 0.00 0.00 UR-LL diag -0.15 0.41 14.87 -16.18 16.79 -15.61 0.00 0.00 LR-UL diag 0.41 -0.40 16.79 -15.61 14.87 -16.18 0.00 0.00 Bot chord -3.66 -0.19 14.83 -14.16 15.12 -13.10 0.00 0.00 Stresses - Girder 6 To Adjacent Girder - Brace 4 - HS Girder 6 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 33.44 208.33 0.160 26.03 205.61 0.127 UR-LL diag 36.78 143.75 0.256 34.78 103.13 0.337 LR-UL diag 36.46 143.75 0.254 35.10 103.13 0.340 Bot chord 27.83 261.49 0.106 35.75 259.37 0.138 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 25.72 208.33 0.123 20.02 205.61 0.097 UR-LL diag 28.29 143.75 0.197 26.75 103.13 0.259 LR-UL diag 28.04 143.75 0.195 27.00 103.13 0.262 Bot chord 21.41 261.49 0.082 27.50 259.37 0.106 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 3.66 16.00 0.229 17.85 -13.13 UR-LL diag 2.36 16.00 0.148 6.40 -7.39 LR-UL diag 2.07 16.00 0.129 6.40 -7.39 Bot chord 2.97 16.00 0.185 14.03 -19.08 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 6 To Adjacent Girder - Brace 4 Girder 6 Shapes Brace 4 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 6 To Adjacent Girder - Brace 5 Girder 6 Shapes Brace 5 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.94 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.88 77.86 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 6 To Adjacent Girder - Brace 5 - HS Girder 6 Forces - HS Forces on Brace 5 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.78 -0.11 13.53 -11.77 0.00 Concurrent Mom -78.98 86.83 k-ft Moment at Girder 6 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -26.04 -0.52 101.72 -107.34 0.00 Concurrent shear -10.00 11.62 k Moment from fatigue trk 9.41 -26.69 Concurrent Shr -0.27 1.29 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -9.57 -1.57 99.25 -93.54 0.00 Concurrent shear -10.15 9.44 k Moment from fatigue trk 75.24 -75.24 Concurrent Shr -5.41 1.26 Girder 6 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 6 at adj gd (+) (-) (+) (-) (+) (-) Top chord 4.29 0.25 12.93 -13.38 12.03 -12.62 0.00 0.00 UR-LL diag -2.08 0.15 14.48 -16.83 17.13 -15.07 0.00 0.00 LR-UL diag 2.40 -0.13 17.13 -15.07 14.48 -16.83 0.00 0.00 Bot chord -4.58 -0.27 14.31 -13.83 13.49 -12.86 0.00 0.00 Stresses - Girder 6 To Adjacent Girder - Brace 5 - HS Girder 6 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 33.98 208.33 0.163 23.15 205.63 0.113 UR-LL diag 34.68 143.75 0.241 39.03 103.14 0.378 LR-UL diag 40.13 143.75 0.279 33.59 103.14 0.326 Bot chord 24.75 261.49 0.095 36.33 259.38 0.140 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 26.14 208.33 0.125 17.81 205.63 0.087 UR-LL diag 26.68 143.75 0.186 30.02 103.14 0.291 LR-UL diag 30.87 143.75 0.215 25.84 103.14 0.250 Bot chord 19.04 261.49 0.073 27.95 259.38 0.108 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 3.41 16.00 0.213 16.72 -12.10 UR-LL diag 2.33 16.00 0.145 6.34 -7.25 LR-UL diag 2.04 16.00 0.127 6.34 -7.25 Bot chord 2.76 16.00 0.172 12.94 -17.88 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 6 To Adjacent Girder - Brace 5 Girder 6 Shapes Brace 5 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.94 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.88 77.86 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 6 To Adjacent Girder - Brace 6 Girder 6 Shapes Brace 6 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 6 To Adjacent Girder - Brace 6 - HS Girder 6 Forces - HS Forces on Brace 6 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 4.24 0.22 12.87 -10.56 0.00 Concurrent Mom -46.51 61.52 k-ft Moment at Girder 6 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -37.31 -2.18 83.45 -95.30 0.00 Concurrent shear -8.37 11.29 k Moment from fatigue trk 8.58 -19.02 Concurrent Shr -0.30 0.92 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.84 -0.13 83.63 -78.07 0.00 Concurrent shear -9.28 8.47 k Moment from fatigue trk 65.16 -61.49 Concurrent Shr -5.22 4.32 Girder 6 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 6 at adj gd (+) (-) (+) (-) (+) (-) Top chord 4.27 0.28 10.39 -10.79 9.38 -9.82 0.00 0.00 UR-LL diag -5.16 -0.27 13.14 -16.27 16.03 -13.37 0.00 0.00 LR-UL diag 5.48 0.29 16.03 -13.37 13.14 -16.27 0.00 0.00 Bot chord -4.57 -0.30 11.53 -11.11 10.50 -10.03 0.00 0.00 Stresses - Girder 6 To Adjacent Girder - Brace 6 - HS Girder 6 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 28.48 208.33 0.137 17.51 205.60 0.085 UR-LL diag 27.76 143.75 0.193 42.38 103.12 0.411 LR-UL diag 42.31 143.75 0.294 27.82 103.12 0.270 Bot chord 18.72 261.49 0.072 30.45 259.35 0.117 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 21.91 208.33 0.105 13.47 205.60 0.066 UR-LL diag 21.35 143.75 0.149 32.60 103.12 0.316 LR-UL diag 32.55 143.75 0.226 21.40 103.12 0.208 Bot chord 14.40 261.49 0.055 23.42 259.35 0.090 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.30 16.00 0.143 10.01 -9.89 UR-LL diag 1.96 16.00 0.123 6.18 -6.92 LR-UL diag 1.96 16.00 0.123 6.18 -6.92 Bot chord 1.95 16.00 0.122 10.57 -10.70 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 6 To Adjacent Girder - Brace 6 Girder 6 Shapes Brace 6 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 6 To Adjacent Girder - Brace 7 Girder 6 Shapes Brace 7 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 6 To Adjacent Girder - Brace 7 - HS Girder 6 Forces - HS Forces on Brace 7 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.37 0.15 8.82 -7.15 0.00 Concurrent Mom -28.23 30.45 k-ft Moment at Girder 6 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -21.46 -1.40 48.43 -61.00 0.00 Concurrent shear -4.74 8.33 k Moment from fatigue trk 5.60 -9.36 Concurrent Shr -0.23 0.47 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.43 0.03 52.38 -50.12 0.00 Concurrent shear -5.54 5.64 k Moment from fatigue trk 40.78 -38.57 Concurrent Shr -3.31 3.20 Girder 6 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 6 at adj gd (+) (-) (+) (-) (+) (-) Top chord 2.53 0.17 5.42 -6.39 5.79 -6.45 0.00 0.00 UR-LL diag -2.88 -0.19 8.99 -11.18 10.95 -8.94 0.00 0.00 LR-UL diag 3.07 0.20 10.95 -8.94 8.99 -11.18 0.00 0.00 Bot chord -2.71 -0.18 6.84 -5.80 6.90 -6.20 0.00 0.00 Stresses - Girder 6 To Adjacent Girder - Brace 7 - HS Girder 6 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 16.09 208.33 0.077 10.50 205.61 0.051 UR-LL diag 19.78 143.75 0.138 28.25 103.13 0.274 LR-UL diag 28.02 143.75 0.195 20.01 103.13 0.194 Bot chord 11.23 261.49 0.043 17.20 259.37 0.066 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 12.37 208.33 0.059 8.08 205.61 0.039 UR-LL diag 15.22 143.75 0.106 21.73 103.13 0.211 LR-UL diag 21.56 143.75 0.150 15.39 103.13 0.149 Bot chord 8.64 261.49 0.033 13.23 259.37 0.051 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.36 16.00 0.085 5.73 -6.14 UR-LL diag 1.29 16.00 0.081 4.23 -4.39 LR-UL diag 1.29 16.00 0.081 4.23 -4.39 Bot chord 1.17 16.00 0.073 6.56 -6.13 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 6 To Adjacent Girder - Brace 7 Girder 6 Shapes Brace 7 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 6 To Adjacent Girder - Brace 8 Girder 6 Shapes Brace 8 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 6 To Adjacent Girder - Brace 8 - HS Girder 6 Forces - HS Forces on Brace 8 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.27 -0.12 0.20 -0.68 0.00 Concurrent Mom -1.85 3.84 k-ft Moment at Girder 6 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 10.69 1.03 4.81 -0.75 0.00 Concurrent shear -0.67 0.18 k Moment from fatigue trk 0.12 -0.30 Concurrent Shr -0.02 0.04 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.01 -0.08 2.08 -2.14 0.00 Concurrent shear -0.18 0.61 k Moment from fatigue trk 1.50 -1.46 Concurrent Shr -0.07 0.40 Girder 6 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 6 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.17 -0.11 0.22 -0.42 0.22 -0.30 0.00 0.00 UR-LL diag 1.55 0.15 0.85 -0.25 0.76 -0.86 0.00 0.00 LR-UL diag -1.63 -0.16 0.26 -0.86 0.85 -0.78 0.00 0.00 Bot chord 1.25 0.12 0.44 -0.23 0.32 -0.23 0.00 0.00 Stresses - Girder 6 To Adjacent Girder - Brace 8 - HS Girder 6 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 2.57 205.58 0.012 UR-LL diag 4.04 143.75 0.028 0.00 103.10 0.000 LR-UL diag 0.00 143.75 0.000 4.19 103.10 0.041 Bot chord 2.74 261.49 0.010 0.00 259.33 0.000 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 1.97 205.58 0.010 UR-LL diag 3.11 143.75 0.022 0.00 103.10 0.000 LR-UL diag 0.00 143.75 0.000 3.23 103.10 0.031 Bot chord 2.11 261.49 0.008 0.00 259.33 0.000 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.03 16.00 0.002 0.02 -0.28 UR-LL diag 0.20 16.00 0.012 0.50 -0.51 LR-UL diag 0.20 16.00 0.012 0.50 -0.51 Bot chord 0.04 16.00 0.002 0.30 -0.03 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 6 To Adjacent Girder - Brace 8 Girder 6 Shapes Brace 8 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 6 To Adjacent Girder - Brace 9 Girder 6 Shapes Brace 9 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 6 To Adjacent Girder - Brace 9 - HS Girder 6 Forces - HS Forces on Brace 9 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -3.52 -0.36 8.22 -10.10 0.00 Concurrent Mom -28.47 65.94 k-ft Moment at Girder 6 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 35.73 3.16 78.08 -56.08 0.00 Concurrent shear -7.79 7.76 k Moment from fatigue trk 6.40 -9.69 Concurrent Shr -0.29 0.50 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 3.21 -0.16 59.04 -58.11 0.00 Concurrent shear -5.11 9.35 k Moment from fatigue trk 46.16 -44.59 Concurrent Shr -2.61 3.61 Girder 6 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 6 at adj gd (+) (-) (+) (-) (+) (-) Top chord -4.69 -0.36 4.88 -10.15 3.60 -8.53 0.00 0.00 UR-LL diag 4.24 0.44 12.50 -10.40 11.87 -12.85 0.00 0.00 LR-UL diag -4.60 -0.46 10.23 -12.85 12.50 -11.59 0.00 0.00 Bot chord 5.01 0.39 10.85 -5.21 9.12 -3.85 0.00 0.00 Stresses - Girder 6 To Adjacent Girder - Brace 9 - HS Girder 6 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 4.02 208.33 0.019 28.59 205.61 0.139 UR-LL diag 33.22 143.75 0.231 21.82 103.13 0.212 LR-UL diag 20.56 143.75 0.143 34.48 103.13 0.334 Bot chord 30.57 261.49 0.117 4.30 259.37 0.017 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 3.09 208.33 0.015 21.99 205.61 0.107 UR-LL diag 25.56 143.75 0.178 16.78 103.13 0.163 LR-UL diag 15.82 143.75 0.110 26.52 103.13 0.257 Bot chord 23.51 261.49 0.090 3.31 259.37 0.013 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.43 16.00 0.089 6.73 -8.22 UR-LL diag 1.77 16.00 0.111 4.78 -4.27 LR-UL diag 1.77 16.00 0.111 4.78 -4.27 Bot chord 1.72 16.00 0.107 8.79 -7.19 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 6 To Adjacent Girder - Brace 9 Girder 6 Shapes Brace 9 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 6 To Adjacent Girder - Brace 10 Girder 6 Shapes Brace 10 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 6 To Adjacent Girder - Brace 10 - HS Girder 6 Forces - HS Forces on Brace 10 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -6.08 -0.62 11.03 -15.21 0.00 Concurrent Mom -47.97 107.16 k-ft Moment at Girder 6 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 61.10 5.28 126.91 -77.16 0.00 Concurrent shear -12.54 9.80 k Moment from fatigue trk 9.78 -20.09 Concurrent Shr -0.41 1.04 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 4.95 -0.43 98.91 -88.11 0.00 Concurrent shear -8.98 13.52 k Moment from fatigue trk 79.48 -70.16 Concurrent Shr -3.76 6.34 Girder 6 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 6 at adj gd (+) (-) (+) (-) (+) (-) Top chord -7.95 -0.59 7.69 -16.62 6.19 -13.84 0.00 0.00 UR-LL diag 7.33 0.75 18.76 -13.87 17.20 -19.43 0.00 0.00 LR-UL diag -7.93 -0.80 13.81 -19.43 18.76 -16.73 0.00 0.00 Bot chord 8.50 0.63 17.77 -8.22 14.79 -6.61 0.00 0.00 Stresses - Girder 6 To Adjacent Girder - Brace 10 - HS Girder 6 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 5.59 208.33 0.027 47.19 205.61 0.230 UR-LL diag 51.23 143.75 0.356 31.67 103.13 0.307 LR-UL diag 29.37 143.75 0.204 53.52 103.13 0.519 Bot chord 50.45 261.49 0.193 5.98 259.37 0.023 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 4.30 208.33 0.021 36.30 205.61 0.177 UR-LL diag 39.41 143.75 0.274 24.36 103.13 0.236 LR-UL diag 22.59 143.75 0.157 41.17 103.13 0.399 Bot chord 38.81 261.49 0.148 4.60 259.37 0.018 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.37 16.00 0.148 9.85 -14.96 UR-LL diag 3.11 16.00 0.195 8.33 -7.58 LR-UL diag 3.11 16.00 0.195 8.33 -7.58 Bot chord 2.85 16.00 0.178 15.99 -10.53 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 6 To Adjacent Girder - Brace 10 Girder 6 Shapes Brace 10 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 6 To Adjacent Girder - Brace 11 Girder 6 Shapes Brace 11 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 6 To Adjacent Girder - Brace 11 - HS Girder 6 Forces - HS Forces on Brace 11 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -5.70 -0.63 20.78 -24.90 0.00 Concurrent Mom -70.05 200.90 k-ft Moment at Girder 6 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 65.73 5.60 221.36 -154.53 0.00 Concurrent shear -22.19 20.50 k Moment from fatigue trk 8.95 -25.51 Concurrent Shr 0.33 0.22 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 13.11 -0.17 111.02 -90.92 0.00 Concurrent shear -13.37 22.72 k Moment from fatigue trk 89.56 -71.84 Concurrent Shr -4.48 5.86 Girder 6 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 6 at adj gd (+) (-) (+) (-) (+) (-) Top chord -9.49 -0.65 14.41 -28.62 0.00 -20.69 0.00 0.00 UR-LL diag 6.80 0.76 30.47 -26.32 28.40 -32.03 0.00 0.00 LR-UL diag -7.51 -0.81 26.28 -32.03 30.47 -28.65 0.00 0.00 Bot chord 10.15 0.70 30.60 -15.40 22.12 0.00 0.00 0.00 Stresses - Girder 6 To Adjacent Girder - Brace 11 - HS Girder 6 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 18.09 208.33 0.087 75.32 205.58 0.366 UR-LL diag 75.98 143.75 0.529 59.72 103.10 0.579 LR-UL diag 55.34 143.75 0.385 80.36 103.10 0.780 Bot chord 80.53 261.49 0.308 19.34 259.33 0.075 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.91 208.33 0.067 57.94 205.58 0.282 UR-LL diag 58.45 143.75 0.407 45.94 103.10 0.446 LR-UL diag 42.57 143.75 0.296 61.82 103.10 0.600 Bot chord 61.95 261.49 0.237 14.88 259.33 0.057 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.61 16.00 0.163 10.78 -16.59 UR-LL diag 2.88 16.00 0.180 7.76 -6.95 LR-UL diag 2.88 16.00 0.180 7.76 -6.95 Bot chord 3.15 16.00 0.197 17.73 -11.53 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 6 To Adjacent Girder - Brace 11 Girder 6 Shapes Brace 11 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 6 To Adjacent Girder - Brace 12 Girder 6 Shapes Brace 12 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 6 To Adjacent Girder - Brace 12 - HS Girder 6 Forces - HS Forces on Brace 12 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -9.91 -1.12 11.70 -17.69 0.00 Concurrent Mom -70.55 147.64 k-ft Moment at Girder 6 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 117.20 10.61 156.71 -72.44 0.00 Concurrent shear -15.65 11.18 k Moment from fatigue trk 9.33 -31.83 Concurrent Shr -0.25 1.60 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 25.68 0.29 115.58 -96.47 0.00 Concurrent shear -10.56 7.16 k Moment from fatigue trk 94.59 -78.52 Concurrent Shr -1.45 4.17 Girder 6 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 6 at adj gd (+) (-) (+) (-) (+) (-) Top chord -17.21 -1.31 5.02 -20.34 15.27 -16.09 0.00 0.00 UR-LL diag 11.79 1.35 21.60 -14.53 14.83 -22.79 0.00 0.00 LR-UL diag -13.09 -1.45 14.83 -22.79 21.60 -14.53 0.00 0.00 Bot chord 18.40 1.40 21.74 -5.36 17.21 -16.32 0.00 0.00 Stresses - Girder 6 To Adjacent Girder - Brace 12 - HS Girder 6 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 9.07 208.33 0.044 68.23 205.61 0.332 UR-LL diag 63.97 143.75 0.445 32.40 103.13 0.314 LR-UL diag 27.99 143.75 0.195 68.38 103.13 0.663 Bot chord 72.95 261.49 0.279 9.70 259.37 0.037 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 6.98 208.33 0.033 52.48 205.61 0.255 UR-LL diag 49.21 143.75 0.342 24.93 103.13 0.242 LR-UL diag 21.53 143.75 0.150 52.60 103.13 0.510 Bot chord 56.11 261.49 0.215 7.46 259.37 0.029 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 3.39 16.00 0.212 14.28 -21.17 UR-LL diag 2.05 16.00 0.128 5.77 -4.69 LR-UL diag 2.05 16.00 0.128 5.77 -4.69 Bot chord 4.08 16.00 0.255 22.64 -15.26 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 6 To Adjacent Girder - Brace 12 Girder 6 Shapes Brace 12 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 6 To Adjacent Girder - Brace 13 Girder 6 Shapes Brace 13 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.98 71.09 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.93 77.90 Bot chord: WT 8.00 x 25.00 62.77 69.75 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 6 To Adjacent Girder - Brace 13 - HS Girder 6 Forces - HS Forces on Brace 13 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.97 -0.12 11.73 -12.80 0.00 Concurrent Mom -42.90 108.65 k-ft Moment at Girder 6 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 28.54 3.54 116.52 -63.07 0.00 Concurrent shear -11.02 10.44 k Moment from fatigue trk 7.49 -30.75 Concurrent Shr -0.20 1.66 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 46.70 2.40 118.56 -87.25 0.00 Concurrent shear -10.19 5.20 k Moment from fatigue trk 96.32 -69.83 Concurrent Shr -5.76 3.00 Girder 6 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 6 at adj gd (+) (-) (+) (-) (+) (-) Top chord -9.06 -0.71 3.57 -15.80 15.23 -17.21 0.00 0.00 UR-LL diag -2.81 0.13 15.63 -14.82 14.62 -16.52 0.00 0.00 LR-UL diag 2.13 -0.18 14.62 -16.52 15.63 -14.82 0.00 0.00 Bot chord 9.69 0.76 16.90 -3.82 18.40 -16.29 0.00 0.00 Stresses - Girder 6 To Adjacent Girder - Brace 13 - HS Girder 6 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 20.36 208.33 0.098 50.08 205.57 0.244 UR-LL diag 30.44 143.75 0.212 39.36 103.09 0.382 LR-UL diag 36.45 143.75 0.254 33.35 103.09 0.323 Bot chord 53.54 261.49 0.205 21.77 259.32 0.084 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 15.66 208.33 0.075 38.52 205.57 0.187 UR-LL diag 23.41 143.75 0.163 30.28 103.09 0.294 LR-UL diag 28.04 143.75 0.195 25.65 103.09 0.249 Bot chord 41.19 261.49 0.158 16.74 259.32 0.065 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.89 16.00 0.181 13.49 -16.79 UR-LL diag 2.47 16.00 0.154 6.60 -7.86 LR-UL diag 2.83 16.00 0.177 6.60 -7.86 Bot chord 3.48 16.00 0.218 17.96 -14.42 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 6 To Adjacent Girder - Brace 13 Girder 6 Shapes Brace 13 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.98 71.09 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.93 77.90 Bot chord: WT 8.00 x 25.00 62.77 69.75 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 6 To Adjacent Girder - Brace 14 Girder 6 Shapes Brace 14 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 6 To Adjacent Girder - Brace 14 - HS Girder 6 Forces - HS Forces on Brace 14 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 8.07 0.46 17.47 -15.55 0.00 Concurrent Mom -82.22 133.60 k-ft Moment at Girder 6 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -26.77 -1.24 137.32 -119.33 0.00 Concurrent shear -14.74 16.49 k Moment from fatigue trk 4.34 -23.05 Concurrent Shr 0.28 0.57 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 47.76 2.97 106.90 -71.22 0.00 Concurrent shear -14.78 12.22 k Moment from fatigue trk 86.22 -54.85 Concurrent Shr -7.10 5.27 Girder 6 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 6 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.53 -0.21 10.40 -16.68 3.56 -14.88 0.00 0.00 UR-LL diag -10.22 -0.58 18.95 -21.91 21.93 -20.07 0.00 0.00 LR-UL diag 10.03 0.56 21.93 -20.07 18.95 -21.91 0.00 0.00 Bot chord 2.71 0.22 17.83 -11.12 15.91 -3.81 0.00 0.00 Stresses - Girder 6 To Adjacent Girder - Brace 14 - HS Girder 6 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 19.01 208.33 0.091 39.77 205.61 0.193 UR-LL diag 33.58 143.75 0.234 61.60 103.12 0.597 LR-UL diag 61.40 143.75 0.427 33.78 103.12 0.328 Bot chord 42.52 261.49 0.163 20.33 259.36 0.078 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 14.63 208.33 0.070 30.59 205.61 0.149 UR-LL diag 25.83 143.75 0.180 47.39 103.12 0.460 LR-UL diag 47.23 143.75 0.329 25.99 103.12 0.252 Bot chord 32.71 261.49 0.125 15.64 259.36 0.060 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.22 16.00 0.139 7.35 -12.87 UR-LL diag 2.67 16.00 0.167 8.42 -9.40 LR-UL diag 3.06 16.00 0.191 8.42 -9.40 Bot chord 2.08 16.00 0.130 13.76 -7.86 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 6 To Adjacent Girder - Brace 14 Girder 6 Shapes Brace 14 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 6 To Adjacent Girder - Brace 15 Girder 6 Shapes Brace 15 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 6 To Adjacent Girder - Brace 15 - HS Girder 6 Forces - HS Forces on Brace 15 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -5.58 -0.53 7.70 -10.40 0.00 Concurrent Mom -36.48 71.64 k-ft Moment at Girder 6 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 64.26 5.26 76.32 -40.80 0.00 Concurrent shear -9.75 7.16 k Moment from fatigue trk 2.73 -14.09 Concurrent Shr -0.07 0.79 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 12.75 0.41 64.22 -56.56 0.00 Concurrent shear -6.65 10.03 k Moment from fatigue trk 50.52 -42.92 Concurrent Shr -2.29 5.84 Girder 6 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 6 at adj gd (+) (-) (+) (-) (+) (-) Top chord -9.27 -0.68 1.86 -7.53 2.47 -8.07 0.00 0.00 UR-LL diag 6.65 0.63 12.84 -9.65 12.68 -13.27 0.00 0.00 LR-UL diag -7.35 -0.68 9.67 -13.27 12.84 -12.49 0.00 0.00 Bot chord 9.92 0.73 8.06 -1.99 8.63 -2.64 0.00 0.00 Stresses - Girder 6 To Adjacent Girder - Brace 15 - HS Girder 6 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 30.47 205.61 0.148 UR-LL diag 37.35 143.75 0.260 19.35 103.13 0.188 LR-UL diag 17.44 143.75 0.121 39.26 103.13 0.381 Bot chord 32.58 261.49 0.125 0.00 259.37 0.000 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 23.44 205.61 0.114 UR-LL diag 28.73 143.75 0.200 14.88 103.13 0.144 LR-UL diag 13.42 143.75 0.093 30.20 103.13 0.293 Bot chord 25.06 261.49 0.096 0.00 259.37 0.000 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.28 16.00 0.080 3.84 -9.62 UR-LL diag 2.87 16.00 0.179 7.48 -7.19 LR-UL diag 2.87 16.00 0.179 7.48 -7.19 Bot chord 1.55 16.00 0.097 10.28 -4.10 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 6 To Adjacent Girder - Brace 15 Girder 6 Shapes Brace 15 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 6 To Adjacent Girder - Brace 16 Girder 6 Shapes Brace 16 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 0.00 0.00 Diagonals: L 4.00 x 4.00 x 0.375 87.87 97.63 Bot chord: L 4.00 x 4.00 x 0.375 136.26 151.40 **** Violation Bottom chord slenderness violation at girder 6 brace 16 Service Forces - Girder 6 To Adjacent Girder - Brace 16 - HS Girder 6 Forces - HS Forces on Brace 16 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.06 -0.01 1.17 -1.07 0.00 Concurrent Mom -3.90 4.24 k-ft Moment at Girder 6 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.49 0.08 4.57 -4.54 0.00 Concurrent shear -1.06 1.13 k Moment from fatigue trk 0.48 -1.18 Concurrent Shr -0.08 0.18 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.11 0.01 6.03 -4.88 0.00 Concurrent shear -1.15 1.02 k Moment from fatigue trk 4.80 -4.08 Concurrent Shr -0.82 0.78 Girder 6 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 6 at adj gd (+) (-) (+) (-) (+) (-) Top chd L 0.03 0.00 1.57 -1.90 1.22 -1.51 0.00 0.00 Top chd R -0.12 -0.02 1.13 -1.14 1.57 -1.90 0.00 0.00 UC-LL diag -0.10 -0.01 1.85 -1.70 1.82 -1.85 0.00 0.00 LR-UC diag 0.10 0.01 1.70 -1.85 1.85 -1.82 0.00 0.00 Bot chord 0.05 0.01 0.46 -0.26 0.46 -0.26 0.00 0.00 Stresses - Girder 6 To Adjacent Girder - Brace 16 - HS Girder 6 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 3.45 109.02 0.032 4.09 121.54 0.034 LR-UC diag 3.88 109.02 0.036 4.16 80.56 0.052 UC-LL diag 4.16 109.02 0.038 3.88 80.56 0.048 Bot chord 1.08 109.02 0.010 0.48 37.48 0.013 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 2.65 109.02 0.024 3.14 121.54 0.026 LR-UC diag 2.99 109.02 0.027 3.20 80.56 0.040 UC-LL diag 3.20 109.02 0.029 2.99 80.56 0.037 Bot chord 0.83 109.02 0.008 0.37 37.48 0.010 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.78 16.00 0.049 1.02 -1.20 UC-LL diag 0.59 16.00 0.037 1.31 -1.31 LR-UC diag 0.59 16.00 0.037 1.31 -1.31 Bot chord 0.07 16.00 0.004 0.19 -0.07 Tension Area Compression Area Top chord 2.18 2.86 Diag 2.18 2.86 Bot chord 2.18 2.86 Shapes - Girder 6 To Adjacent Girder - Brace 16 Girder 6 Shapes Brace 16 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 0.00 0.00 Diagonals: L 4.00 x 4.00 x 0.375 87.87 97.63 Bot chord: L 4.00 x 4.00 x 0.375 136.26 151.40 **** Violation Bottom chord slenderness violation at girder 6 brace 16 Summary of Performance Ratios - Girder 6 - HS (Performance ratios do not include the effect of connection eccentricity.) Bracing forces from loading in lane locations used for forces in associated girder. Combined Stresses Fatigue Stresses Brace Top Diag Bott Top Diag Bott Chord Chord Chord Chord 2 0.156 0.492 0.134 0.213 0.187 0.173 3 0.146 0.356 0.125 0.254 0.087 0.210 4 0.160 0.340 0.138 0.229 0.148 0.185 5 0.163 0.378 0.140 0.213 0.145 0.172 6 0.137 0.411 0.117 0.143 0.123 0.122 7 0.077 0.274 0.066 0.085 0.081 0.073 8 0.012 0.041 0.010 0.002 0.012 0.002 9 0.139 0.334 0.117 0.089 0.111 0.107 10 0.230 0.519 0.193 0.148 0.195 0.178 11 0.366 0.780 0.308 0.163 0.180 0.197 12 0.332 0.663 0.279 0.212 0.128 0.255 13 0.244 0.382 0.205 0.181 0.177 0.218 14 0.193 0.597 0.163 0.139 0.191 0.130 15 0.148 0.381 0.125 0.080 0.179 0.097 16 0.034 0.597 0.013 0.049 0.037 0.004 Shear Moment Fatigue 1 0.161 0.335 0.434 Summary of Rating Factors - Girder 6 - HS Girder 6 Summary of Rating Factors Brace Governing Capacity Dead LL+I Inventory Operating Member Effect Effect 1 diaphrm 3208.33 234.77 354.59 3.77 6.29 2 diag 103.16 9.18 17.88 2.35 3.92 3 diag 103.15 1.36 16.10 2.90 4.84 4 diag 103.13 -0.01 16.18 2.94 4.90 5 diag 103.14 1.92 16.83 2.76 4.59 6 diag 103.12 5.43 16.27 2.72 4.53 7 diag 103.13 3.07 11.18 4.09 6.81 8 diag 103.10 1.79 0.86 53.97 89.95 9 diag 103.13 5.06 12.85 3.46 5.77 10 diag 103.13 8.73 19.43 2.18 3.63 11 diag 103.10 8.32 32.03 1.33 2.21 12 diag 103.13 14.54 22.79 1.70 2.84 13 diag 103.09 2.68 16.52 2.78 4.63 14 diag 103.12 10.80 21.91 1.87 3.12 15 diag 103.13 8.03 13.27 3.22 5.36 16 diag 80.56 0.11 1.85 20.01 33.34 Effects shown are service. Ratings are strength based. Summary of Analyses - Girder 6 Girder 6 Summary of Analyses - HS Brace Type Shr Mom Service Load 1 2 3 4 5 (k ) (k-ft) (k ) 2 E 7.12 -48.52 ncomp dead rt 3.77 -8.79 9.07 -4.03 2 E 0.32 -2.58 super dead rt 0.26 -0.39 0.41 -0.28 2 E -7.32 79.75 max ll+i mom rt -11.07 8.76 -9.60 11.84 2 E 14.19 -57.16 max ll+i shr rt -2.02 -17.88 17.73 2.16 2 E 14.13 -97.92 min ll+i mom rt 7.87 -17.44 18.03 -8.41 2 E -10.58 74.93 min ll+i shr rt -6.28 13.03 -13.51 6.72 2 E -11.42 107.35 max ll+i mom lt -13.16 13.83 -14.82 14.07 2 E -14.19 -57.16 max ll+i shr lt -2.02 -17.88 17.73 2.16 2 E 9.51 -95.94 min ll+i mom lt 12.53 -11.46 12.40 -13.40 2 E 10.58 74.93 min ll+i shr lt -6.28 13.03 -13.51 6.72 3 E 1.39 -17.54 ncomp dead rt 2.68 -1.64 1.84 -2.87 3 E -0.22 0.43 super dead rt 0.14 0.28 -0.27 -0.15 3 E -10.31 103.76 max ll+i mom rt -13.53 12.42 -13.44 14.47 3 E 13.09 -95.94 max ll+i shr rt 8.55 -16.10 16.75 -9.14 3 E 12.50 -108.02 min ll+i mom rt 12.12 -15.23 16.14 -12.96 3 E -11.67 101.68 min ll+i shr rt -11.51 14.21 -15.08 12.31 3 E -9.35 106.93 max ll+i mom lt -15.36 11.16 -12.31 16.42 3 E -13.09 -95.94 max ll+i shr lt 8.55 -16.10 16.75 -9.14 3 E 10.51 -99.72 min ll+i mom lt 12.33 -12.72 13.65 -13.18 3 E 11.67 101.68 min ll+i shr lt -11.51 14.21 -15.08 12.31 4 E 0.22 -15.25 ncomp dead rt 3.42 -0.15 0.41 -3.66 4 E -0.32 0.75 super dead rt 0.18 0.41 -0.40 -0.19 4 E -10.99 108.34 max ll+i mom rt -13.87 13.27 -14.32 14.83 4 E 13.13 -94.22 max ll+i shr rt 8.08 -16.18 16.79 -8.64 4 E 12.07 -110.72 min ll+i mom rt 13.24 -14.64 15.64 -14.16 4 E -12.14 96.91 min ll+i shr rt -9.83 14.87 -15.61 10.51 4 E -9.99 104.85 max ll+i mom lt -14.15 12.00 -13.07 15.12 4 E -13.13 -94.22 max ll+i shr lt 8.08 -16.18 16.79 -8.64 4 E 10.79 -100.68 min ll+i mom lt 12.25 -13.07 14.00 -13.10 4 E 12.14 96.91 min ll+i shr lt -9.83 14.87 -15.61 10.51 5 E 1.78 -26.04 ncomp dead rt 4.29 -2.08 2.40 -4.58 5 E -0.11 -0.52 super dead rt 0.25 0.15 -0.13 -0.27 5 E -10.00 101.72 max ll+i mom rt -13.38 12.04 -13.05 14.31 5 E 13.53 -78.98 max ll+i shr rt 3.97 -16.83 17.13 -4.25 5 E 11.62 -107.34 min ll+i mom rt 12.93 -14.09 15.06 -13.83 5 E -11.77 86.83 min ll+i shr rt -7.82 14.48 -15.07 8.36 5 E -10.15 99.25 max ll+i mom lt -12.62 12.26 -13.21 13.49 5 E -13.53 -78.98 max ll+i shr lt 3.97 -16.83 17.13 -4.25 5 E 9.44 -93.54 min ll+i mom lt 12.03 -11.40 12.30 -12.86 5 E 11.77 86.83 min ll+i shr lt -7.82 14.48 -15.07 8.36 6 E 4.24 -37.31 ncomp dead rt 4.27 -5.16 5.48 -4.57 6 E 0.22 -2.18 super dead rt 0.28 -0.27 0.29 -0.30 6 E -8.37 83.45 max ll+i mom rt -10.79 10.10 -10.91 11.53 6 E 12.87 -46.51 max ll+i shr rt -3.12 -16.27 16.03 3.33 6 E 11.29 -95.30 min ll+i mom rt 10.39 -13.78 14.56 -11.11 6 E -10.56 61.52 min ll+i shr rt -3.07 13.14 -13.37 3.28 6 E -9.28 83.63 max ll+i mom lt -9.82 11.28 -12.02 10.50 6 E -12.87 -46.51 max ll+i shr lt -3.12 -16.27 16.03 3.33 6 E 8.47 -78.07 min ll+i mom lt 9.38 -10.28 10.99 -10.03 6 E 10.56 61.52 min ll+i shr lt -3.07 13.14 -13.37 3.28 7 E 2.37 -21.46 ncomp dead rt 2.53 -2.88 3.07 -2.71 7 E 0.15 -1.40 super dead rt 0.17 -0.19 0.20 -0.18 7 E -4.74 48.43 max ll+i mom rt -6.39 5.71 -6.19 6.84 7 E 8.82 -28.23 max ll+i shr rt -3.01 -11.18 10.95 3.22 7 E 8.33 -61.00 min ll+i mom rt 5.42 -10.25 10.66 -5.80 7 E -7.15 30.45 min ll+i shr rt 0.62 8.99 -8.94 -0.66 7 E -5.54 52.38 max ll+i mom lt -6.45 6.71 -7.20 6.90 7 E -8.82 -28.23 max ll+i shr lt -3.01 -11.18 10.95 3.22 7 E 5.64 -50.12 min ll+i mom lt 5.79 -6.86 7.30 -6.20 7 E 7.15 30.45 min ll+i shr lt 0.62 8.99 -8.94 -0.66 8 E -1.27 10.69 ncomp dead rt -1.17 1.55 -1.63 1.25 8 E -0.12 1.03 super dead rt -0.11 0.15 -0.16 0.12 8 E -0.67 4.81 max ll+i mom rt -0.42 0.82 -0.85 0.44 8 E 0.20 -1.85 max ll+i shr rt 0.22 -0.25 0.26 -0.23 8 E 0.18 -0.75 min ll+i mom rt -0.02 -0.23 0.22 0.02 8 E -0.68 3.84 min ll+i shr rt -0.17 0.85 -0.86 0.18 8 E -0.18 2.08 max ll+i mom lt -0.30 0.21 -0.24 0.32 8 E -0.20 -1.85 max ll+i shr lt 0.22 -0.25 0.26 -0.23 8 E 0.61 -2.14 min ll+i mom lt -0.17 -0.78 0.76 0.18 8 E 0.68 3.84 min ll+i shr lt -0.17 0.85 -0.86 0.18 9 E -3.52 35.73 ncomp dead rt -4.69 4.24 -4.60 5.01 9 E -0.36 3.16 super dead rt -0.36 0.44 -0.46 0.39 9 E -7.79 78.08 max ll+i mom rt -10.15 9.39 -10.15 10.85 9 E 8.22 -28.47 max ll+i shr rt -2.29 -10.40 10.23 2.44 9 E 7.76 -56.08 min ll+i mom rt 4.88 -9.55 9.92 -5.21 9 E -10.10 65.94 min ll+i shr rt -4.65 12.50 -12.85 4.97 9 E -5.11 59.04 max ll+i mom lt -8.53 6.10 -6.74 9.12 9 E -8.22 -28.47 max ll+i shr lt -2.29 -10.40 10.23 2.44 9 E 9.35 -58.11 min ll+i mom lt 3.60 -11.59 11.87 -3.85 9 E 10.10 65.94 min ll+i shr lt -4.65 12.50 -12.85 4.97 10 E -6.08 61.10 ncomp dead rt -7.95 7.33 -7.93 8.50 10 E -0.62 5.28 super dead rt -0.59 0.75 -0.80 0.63 10 E -12.54 126.91 max ll+i mom rt -16.62 15.11 -16.36 17.77 10 E 11.03 -47.97 max ll+i shr rt -0.71 -13.87 13.81 0.76 10 E 9.80 -77.16 min ll+i mom rt 7.69 -12.00 12.58 -8.22 10 E -15.21 107.16 min ll+i shr rt -8.89 18.76 -19.43 9.50 10 E -8.98 98.91 max ll+i mom lt -13.84 10.75 -11.79 14.79 10 E -11.03 -47.97 max ll+i shr lt -0.71 -13.87 13.81 0.76 10 E 13.52 -88.11 min ll+i mom lt 6.19 -16.73 17.20 -6.61 10 E 15.21 107.16 min ll+i shr lt -8.89 18.76 -19.43 9.50 11 E -5.70 65.73 ncomp dead rt -9.49 6.80 -7.51 10.15 11 E -0.63 5.60 super dead rt -0.65 0.76 -0.81 0.70 11 E -22.19 221.36 max ll+i mom rt -28.62 26.78 -28.94 30.60 11 E 20.78 -70.05 max ll+i shr rt -6.26 -26.32 25.85 6.69 11 E 20.50 -154.53 min ll+i mom rt 14.41 -25.19 26.28 -15.40 11 E -24.90 200.90 min ll+i shr rt -20.69 30.47 -32.03 22.12 11 E -13.37 111.02 max ll+i mom lt -11.86 16.34 -17.24 12.68 11 E -20.78 -70.05 max ll+i shr lt -6.26 -26.32 25.85 6.69 11 E 22.72 -90.92 min ll+i mom lt -3.39 -28.65 28.40 3.62 11 E 24.90 200.90 min ll+i shr lt -20.69 30.47 -32.03 22.12 12 E -9.91 117.20 ncomp dead rt -17.21 11.79 -13.09 18.40 12 E -1.12 10.61 super dead rt -1.31 1.35 -1.45 1.40 12 E -15.65 156.71 max ll+i mom rt -20.34 18.87 -20.41 21.74 12 E 11.70 -70.55 max ll+i shr rt 3.98 -14.53 14.83 -4.25 12 E 11.18 -72.44 min ll+i mom rt 5.02 -13.84 14.21 -5.36 12 E -17.69 147.64 min ll+i shr rt -15.89 21.60 -22.79 16.99 12 E -10.56 115.58 max ll+i mom lt -16.09 12.65 -13.86 17.21 12 E -11.70 -70.55 max ll+i shr lt 3.98 -14.53 14.83 -4.25 12 E 7.16 -96.47 min ll+i mom lt 15.27 -8.41 9.57 -16.32 12 E 17.69 147.64 min ll+i shr lt -15.89 21.60 -22.79 16.99 13 E 1.97 28.54 ncomp dead rt -9.06 -2.81 2.13 9.69 13 E -0.12 3.54 super dead rt -0.71 0.13 -0.18 0.76 13 E -11.02 116.52 max ll+i mom rt -15.80 13.24 -14.43 16.90 13 E 11.73 -42.90 max ll+i shr rt -2.72 -14.82 14.62 2.90 13 E 10.44 -63.07 min ll+i mom rt 3.57 -12.97 13.24 -3.82 13 E -12.80 108.65 min ll+i shr rt -11.92 15.63 -16.52 12.75 13 E -10.19 118.56 max ll+i mom lt -17.21 12.15 -13.45 18.40 13 E -11.73 -42.90 max ll+i shr lt -2.72 -14.82 14.62 2.90 13 E 5.20 -87.25 min ll+i mom lt 15.23 -5.95 7.10 -16.29 13 E 12.80 108.65 min ll+i shr lt -11.92 15.63 -16.52 12.75 14 E 8.07 -26.77 ncomp dead rt -2.53 -10.22 10.03 2.71 14 E 0.46 -1.24 super dead rt -0.21 -0.58 0.56 0.22 14 E -14.74 137.32 max ll+i mom rt -16.68 17.87 -19.13 17.83 14 E 17.47 -82.22 max ll+i shr rt 0.37 -21.91 21.93 -0.40 14 E 16.49 -119.33 min ll+i mom rt 10.40 -20.30 21.09 -11.12 14 E -15.55 133.60 min ll+i shr rt -14.88 18.95 -20.07 15.91 14 E -14.78 106.90 max ll+i mom lt -9.30 18.20 -18.90 9.95 14 E -17.47 -82.22 max ll+i shr lt 0.37 -21.91 21.93 -0.40 14 E 12.22 -71.22 min ll+i mom lt 3.56 -15.20 15.47 -3.81 14 E 15.55 133.60 min ll+i shr lt -14.88 18.95 -20.07 15.91 15 E -5.58 64.26 ncomp dead rt -9.27 6.65 -7.35 9.92 15 E -0.53 5.26 super dead rt -0.68 0.63 -0.68 0.73 15 E -9.75 76.32 max ll+i mom rt -7.53 11.95 -12.52 8.06 15 E 7.70 -36.48 max ll+i shr rt 0.22 -9.65 9.67 -0.24 15 E 7.16 -40.80 min ll+i mom rt 1.86 -8.91 9.05 -1.99 15 E -10.40 71.64 min ll+i shr rt -5.68 12.84 -13.27 6.07 15 E -6.65 64.22 max ll+i mom lt -8.07 8.04 -8.65 8.63 15 E -7.70 -36.48 max ll+i shr lt 0.22 -9.65 9.67 -0.24 15 E 10.03 -56.56 min ll+i mom lt 2.47 -12.49 12.68 -2.64 15 E 10.40 71.64 min ll+i shr lt -5.68 12.84 -13.27 6.07 16 B -0.06 0.49 ncomp dead rt 0.03 -0.10 -0.12 0.10 0.05 16 B -0.01 0.08 super dead rt 0.00 -0.01 -0.02 0.01 0.01 16 B -1.06 4.57 max ll+i mom rt 1.46 -1.68 -1.14 1.68 -0.16 16 B 1.17 -3.90 max ll+i shr rt -1.90 1.85 0.97 -1.85 0.46 16 B 1.13 -4.54 min ll+i mom rt -1.65 1.80 1.13 -1.80 0.26 16 B -1.07 4.24 min ll+i shr rt 1.57 -1.70 -1.06 1.70 -0.26 16 B -1.15 6.03 max ll+i mom lt -1.51 1.82 1.31 -1.82 0.10 16 B -1.17 -3.90 max ll+i shr lt 0.97 -1.85 -1.90 1.85 0.46 16 B 1.02 -4.88 min ll+i mom lt 1.22 -1.61 -1.28 1.61 0.03 16 B 1.07 4.24 min ll+i shr lt -1.06 1.70 1.57 -1.70 -0.26 Key - Type B 1 - Right Top Chd 2 - Left Diag 3 - Left Top Chd 4 - Right Diag 5 - Bot Chd Type E 1 - Top Chd 2 - UR-LL Diag 3 - LR-UL Diag 4 - Bot Chd (-) is compression Right side is connected to girder 6 Factored Combined Forces Summary - Girder 6 Girder 6 Max Combined Member Forces - k Brace Type Top Chord Diagonal Bottom Chord Tens Comp Tens Comp Tens Comp HS 2 E 32.46 -23.32 51.47 -50.76 24.94 -34.71 3 E 30.45 -29.66 38.40 -36.73 31.72 -32.55 4 E 33.44 -26.03 36.78 -35.10 27.83 -35.75 5 E 33.98 -23.15 40.13 -39.03 24.75 -36.33 6 E 28.48 -17.51 42.31 -42.38 18.72 -30.45 7 E 16.09 -10.50 28.02 -28.25 11.23 -17.20 8 E 0.00 -2.57 4.04 -4.19 2.74 0.00 9 E 4.02 -28.59 33.22 -34.48 30.57 -4.30 10 E 5.59 -47.19 51.23 -53.52 50.45 -5.98 11 E 18.09 -75.32 75.98 -80.36 80.53 -19.34 12 E 9.07 -68.23 63.97 -68.38 72.95 -9.70 13 E 20.36 -50.08 36.45 -39.36 53.54 -21.77 14 E 19.01 -39.77 61.40 -61.60 42.52 -20.33 15 E 0.00 -30.47 37.35 -39.26 32.58 0.00 16 B 3.45 -4.09 4.16 -4.16 1.08 -0.48 Fatigue Stress Range Summary - Girder 6 Girder 6 Loading Stress Range - ksi Brace Type Top Chord Diagonal Bottom Chord 2 E 3.40 2.99 2.77 3 E 4.06 1.40 3.35 4 E 3.66 16.00 2.97 5 E 3.41 2.33 2.76 6 E 2.30 1.96 1.95 7 E 1.36 1.29 1.17 8 E 0.03 0.20 0.04 9 E 1.43 1.77 1.72 10 E 2.37 3.11 2.85 11 E 2.61 2.88 3.15 12 E 3.39 2.05 4.08 13 E 2.89 2.83 3.48 14 E 2.22 3.06 2.08 15 E 1.28 2.87 1.55 16 B 0.78 0.59 0.07 Stress Range Allowable Range 1 Diaph 6.94 16.00 Stress range listed is 3/4 actual stress range. Factored Connection Forces - Girder 6 Girder 6 Combined Factored Connection Forces - Grp I Brace Type Right Side Left Side Vert Horiz Vert Horiz k k k k 2 E 20.24 -69.54 -19.95 63.78 3 E 14.97 -63.99 -14.92 -56.01 4 E 14.19 -64.60 -14.19 -59.46 5 E 15.77 -66.68 -15.71 -54.22 6 E 16.87 -64.36 -16.69 45.80 7 E 11.21 -40.41 -11.11 28.49 8 E -1.64 6.40 1.59 1.73 9 E -13.49 54.84 13.33 36.67 10 E -20.87 90.17 20.60 59.45 11 E -31.14 142.88 30.89 112.89 12 E -26.36 126.20 25.93 88.30 13 E 13.93 73.44 -13.85 80.05 14 E 24.50 -73.64 -24.17 88.72 15 E -15.26 63.82 15.02 43.02 16 B 2.45 2.67 -2.45 -4.09 Shear at Right Mom at Right Shear at Left Mom at Left k k-ft k k-ft 1 D -108.64 1075.01 108.64 -463.68 Moment and shear forces both are maximum. Horizontal force listed applied to each of top and bottom connections. Vertical force listed applied to each of top and bottom connections for Types A and E. Vertical force listed applied to connection supporting a diagonal for Types B and C. Forces applied along centroidal axes of connecting members. Connection forces are those that exist at the system node connecting brace to girder. Right side is connected to girder 6 Sign convention: Positive shear is upward on both sides. Positive horiz force corresponds to positive end moment where top horiz force is toward brace and bottom horiz force is away from brace. Negative horiz force corresponds to negative end moment where top horiz force is away from brace and bottom horiz force is toward brace. Shapes - Girder 7 To Adjacent Girder - Brace 1 Girder 7 Shapes Brace 1 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 47.71 41.85 Diagonals: L 4.00 x 4.00 x 0.375 67.07 74.52 Bot chord: L 4.00 x 4.00 x 0.375 75.33 83.70 Service Forces - Girder 7 To Adjacent Girder - Brace 1 - HS Girder 7 Forces - HS Forces on Brace 1 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.59 0.11 2.56 -2.08 0.00 Concurrent Mom -4.80 5.61 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -3.44 -0.25 6.32 -7.46 0.00 Concurrent shear -2.07 2.55 k Moment from fatigue trk 0.46 -0.86 Concurrent Shr -0.22 0.37 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.21 0.37 5.89 -4.52 0.00 Concurrent shear -2.55 2.07 k Moment from fatigue trk 4.56 -3.57 Concurrent Shr -1.83 1.55 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chd L -1.30 -0.09 1.42 -2.27 1.20 -1.47 0.00 0.00 Top chd R 0.86 0.06 1.86 -1.58 1.99 -2.27 0.00 0.00 UC-LL diag 1.92 0.14 3.09 -2.51 3.08 -3.09 0.00 0.00 LR-UC diag -1.92 -0.14 2.51 -3.09 3.09 -3.08 0.00 0.00 Bot chord 0.22 0.02 0.54 -0.13 0.54 -0.26 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 1 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 1.27 109.02 0.012 6.75 109.47 0.062 LR-UC diag 9.39 109.02 0.086 4.03 97.67 0.041 UC-LL diag 4.03 109.02 0.037 9.39 97.67 0.096 Bot chord 1.47 109.02 0.014 0.25 91.42 0.003 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.97 109.02 0.009 5.19 109.47 0.047 LR-UC diag 7.23 109.02 0.066 3.10 97.67 0.032 UC-LL diag 3.10 109.02 0.028 7.23 97.67 0.074 Bot chord 1.13 109.02 0.010 0.19 91.42 0.002 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.73 16.00 0.045 1.34 -1.21 UC-LL diag 1.14 16.00 0.071 2.21 -2.21 LR-UC diag 0.87 16.00 0.054 2.21 -2.21 Bot chord 0.07 16.00 0.004 0.16 -0.10 Tension Area Compression Area Top chord 2.18 2.86 Diag 2.18 2.86 Bot chord 2.18 2.86 Shapes - Girder 7 To Adjacent Girder - Brace 1 Girder 7 Shapes Brace 1 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 47.71 41.85 Diagonals: L 4.00 x 4.00 x 0.375 67.07 74.52 Bot chord: L 4.00 x 4.00 x 0.375 75.33 83.70 Shapes - Girder 7 To Adjacent Girder - Brace 2 Girder 7 Shapes Brace 2 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 41.19 45.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 56.57 49.00 Bot chord: WT 8.00 x 25.00 40.42 44.91 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 2 - HS Girder 7 Forces - HS Forces on Brace 2 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.94 -0.04 9.40 -9.95 0.00 Concurrent Mom -23.32 41.23 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -6.93 -0.31 48.08 -44.90 0.00 Concurrent shear -8.33 7.84 k Moment from fatigue trk 2.07 -12.58 Concurrent Shr 0.34 0.50 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.35 -0.54 43.88 -42.27 0.00 Concurrent shear -7.42 8.73 k Moment from fatigue trk 31.96 -30.69 Concurrent Shr -3.36 4.55 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord 1.83 0.19 9.53 -10.30 7.20 -9.64 0.00 0.00 UR-LL diag -1.29 0.06 14.25 -13.73 13.57 -14.65 0.00 0.00 LR-UL diag 1.43 -0.05 13.57 -14.65 14.25 -13.73 0.00 0.00 Bot chord -1.96 -0.20 11.05 -10.23 10.35 -7.73 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 2 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 23.32 208.33 0.112 19.73 231.77 0.085 UR-LL diag 29.34 143.75 0.204 33.40 137.10 0.244 LR-UL diag 32.73 143.75 0.228 30.00 137.10 0.219 Bot chord 21.18 261.49 0.081 25.03 290.88 0.086 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.94 208.33 0.086 15.18 231.77 0.065 UR-LL diag 22.57 143.75 0.157 25.69 137.10 0.187 LR-UL diag 25.18 143.75 0.175 23.08 137.10 0.168 Bot chord 16.29 261.49 0.062 19.25 290.88 0.066 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.95 16.00 0.122 7.59 -9.71 UR-LL diag 2.30 16.00 0.144 6.90 -6.31 LR-UL diag 2.30 16.00 0.144 6.90 -6.31 Bot chord 1.74 16.00 0.109 10.42 -8.14 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 2 Girder 7 Shapes Brace 2 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 41.19 45.77 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 56.57 49.00 Bot chord: WT 8.00 x 25.00 40.42 44.91 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 3 Girder 7 Shapes Brace 3 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 46.92 52.14 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 63.55 55.05 Bot chord: WT 8.00 x 25.00 46.04 51.15 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 3 - HS Girder 7 Forces - HS Forces on Brace 3 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.47 0.06 10.79 -10.23 0.00 Concurrent Mom -32.39 49.39 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -5.15 -0.29 57.61 -52.64 0.00 Concurrent shear -9.25 8.85 k Moment from fatigue trk 4.01 -17.00 Concurrent Shr 0.26 0.65 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 3.57 0.04 56.41 -50.06 0.00 Concurrent shear -9.50 9.47 k Moment from fatigue trk 42.59 -37.51 Concurrent Shr -4.33 4.50 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord 0.08 0.04 10.00 -11.60 7.94 -10.69 0.00 0.00 UR-LL diag -2.39 -0.09 16.43 -17.67 17.53 -16.95 0.00 0.00 LR-UL diag 2.39 0.09 17.53 -16.95 16.43 -17.67 0.00 0.00 Bot chord -0.09 -0.05 12.48 -10.75 11.50 -8.54 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 3 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 21.87 208.33 0.105 25.03 226.25 0.111 UR-LL diag 34.83 143.75 0.242 41.59 131.26 0.317 LR-UL diag 41.29 143.75 0.287 35.14 131.26 0.268 Bot chord 26.93 261.49 0.103 23.52 284.23 0.083 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 16.82 208.33 0.081 19.25 226.25 0.085 UR-LL diag 26.80 143.75 0.186 31.99 131.26 0.244 LR-UL diag 31.76 143.75 0.221 27.03 131.26 0.206 Bot chord 20.71 261.49 0.079 18.10 284.23 0.064 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.50 16.00 0.156 9.82 -12.33 UR-LL diag 2.65 16.00 0.165 7.74 -7.55 LR-UL diag 2.65 16.00 0.165 7.74 -7.55 Bot chord 2.23 16.00 0.140 13.26 -10.57 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 3 Girder 7 Shapes Brace 3 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 46.92 52.14 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 63.55 55.05 Bot chord: WT 8.00 x 25.00 46.04 51.15 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 4 Girder 7 Shapes Brace 4 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 52.60 58.45 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 70.56 61.12 Bot chord: WT 8.00 x 25.00 51.61 57.35 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 4 - HS Girder 7 Forces - HS Forces on Brace 4 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.66 -0.02 9.78 -10.15 0.00 Concurrent Mom -23.73 39.59 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.36 0.19 54.86 -51.41 0.00 Concurrent shear -8.72 8.25 k Moment from fatigue trk 5.11 -14.88 Concurrent Shr 0.05 0.71 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.45 0.09 53.63 -50.93 0.00 Concurrent shear -7.43 9.35 k Moment from fatigue trk 39.69 -36.93 Concurrent Shr -3.92 5.22 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.27 -0.06 8.85 -9.59 6.80 -11.20 0.00 0.00 UR-LL diag 1.14 0.03 18.38 -17.96 17.48 -18.41 0.00 0.00 LR-UL diag -1.24 -0.03 17.48 -18.41 18.38 -17.96 0.00 0.00 Bot chord 1.36 0.06 10.33 -9.54 12.07 -7.32 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 4 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.50 208.33 0.084 26.03 220.07 0.118 UR-LL diag 41.42 143.75 0.288 38.46 124.72 0.308 LR-UL diag 38.24 143.75 0.266 41.63 124.72 0.334 Bot chord 28.06 261.49 0.107 18.86 276.79 0.068 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.46 208.33 0.065 20.03 220.07 0.091 UR-LL diag 31.86 143.75 0.222 29.58 124.72 0.237 LR-UL diag 29.42 143.75 0.205 32.03 124.72 0.257 Bot chord 21.58 261.49 0.083 14.50 276.79 0.052 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.07 16.00 0.129 7.55 -10.95 UR-LL diag 3.28 16.00 0.205 9.75 -9.14 LR-UL diag 3.28 16.00 0.205 9.75 -9.14 Bot chord 1.89 16.00 0.118 11.80 -8.14 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 4 Girder 7 Shapes Brace 4 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 52.60 58.45 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 70.56 61.12 Bot chord: WT 8.00 x 25.00 51.61 57.35 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 5 Girder 7 Shapes Brace 5 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 58.27 64.75 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 77.61 67.23 Bot chord: WT 8.00 x 25.00 57.17 63.53 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 5 - HS Girder 7 Forces - HS Forces on Brace 5 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.43 -0.04 6.44 -6.81 0.00 Concurrent Mom -17.10 27.15 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.28 0.19 36.12 -34.43 0.00 Concurrent shear -6.00 5.69 k Moment from fatigue trk 3.25 -9.04 Concurrent Shr 0.03 0.61 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.30 -0.03 33.46 -35.22 0.00 Concurrent shear -5.85 6.09 k Moment from fatigue trk 23.95 -25.59 Concurrent Shr -2.52 3.70 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.20 -0.01 4.63 -4.78 4.23 -4.42 0.00 0.00 UR-LL diag 0.86 0.07 13.60 -13.02 12.66 -13.55 0.00 0.00 LR-UL diag -0.87 -0.07 12.66 -13.55 13.60 -13.02 0.00 0.00 Bot chord 0.22 0.01 5.16 -5.00 4.76 -4.56 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 5 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 9.77 208.33 0.047 10.66 213.20 0.050 UR-LL diag 30.74 143.75 0.214 28.20 117.45 0.240 LR-UL diag 28.30 143.75 0.197 30.64 117.45 0.261 Bot chord 11.51 261.49 0.044 10.55 268.51 0.039 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 7.52 208.33 0.036 8.20 213.20 0.038 UR-LL diag 23.65 143.75 0.164 21.70 117.45 0.185 LR-UL diag 21.77 143.75 0.151 23.57 117.45 0.201 Bot chord 8.85 261.49 0.034 8.11 268.51 0.030 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.16 16.00 0.072 4.42 -5.89 UR-LL diag 2.56 16.00 0.160 7.55 -7.19 LR-UL diag 2.56 16.00 0.160 7.55 -7.19 Bot chord 1.05 16.00 0.065 6.35 -4.77 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 5 Girder 7 Shapes Brace 5 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 58.27 64.75 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 77.61 67.23 Bot chord: WT 8.00 x 25.00 57.17 63.53 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 6 Girder 7 Shapes Brace 6 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.75 73.41 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 6 - HS Girder 7 Forces - HS Forces on Brace 6 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.79 -0.14 1.42 -1.69 0.00 Concurrent Mom -7.33 7.36 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 4.27 0.35 7.93 -5.45 0.00 Concurrent shear -1.57 1.42 k Moment from fatigue trk 1.23 -4.67 Concurrent Shr -0.19 0.62 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -6.35 -0.51 8.65 -8.52 0.00 Concurrent shear -1.37 1.66 k Moment from fatigue trk 6.75 -5.96 Concurrent Shr -0.81 0.81 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord 1.75 0.14 0.34 -0.49 0.38 -1.02 0.00 0.00 UR-LL diag 3.96 0.32 3.70 -3.11 3.62 -3.68 0.00 0.00 LR-UL diag -3.81 -0.31 3.11 -3.68 3.70 -3.59 0.00 0.00 Bot chord -1.89 -0.15 0.53 -0.36 1.11 -0.41 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 6 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 3.29 208.33 0.016 0.00 205.58 0.000 UR-LL diag 13.59 143.75 0.095 2.43 109.38 0.022 LR-UL diag 2.66 143.75 0.019 13.35 109.38 0.122 Bot chord 0.00 261.49 0.000 3.55 259.33 0.014 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 2.53 208.33 0.012 0.00 205.58 0.000 UR-LL diag 10.45 143.75 0.073 1.87 109.38 0.017 LR-UL diag 2.05 143.75 0.014 10.27 109.38 0.094 Bot chord 0.00 261.49 0.000 2.73 259.33 0.011 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.31 16.00 0.020 0.99 -1.33 UR-LL diag 0.71 16.00 0.044 1.80 -1.81 LR-UL diag 0.54 16.00 0.034 1.80 -1.81 Bot chord 0.19 16.00 0.012 1.43 -1.06 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 6 Girder 7 Shapes Brace 6 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.75 73.41 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 7 Girder 7 Shapes Brace 7 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.41 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 7 - HS Girder 7 Forces - HS Forces on Brace 7 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.40 -0.08 6.03 -6.34 0.00 Concurrent Mom -12.48 29.68 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 4.76 0.18 35.85 -35.84 0.00 Concurrent shear -6.16 5.55 k Moment from fatigue trk 2.21 -11.18 Concurrent Shr 0.02 0.77 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.41 -0.27 34.85 -35.41 0.00 Concurrent shear -5.69 5.87 k Moment from fatigue trk 25.49 -26.39 Concurrent Shr -3.68 3.71 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.29 0.08 4.49 -6.79 3.64 -6.79 0.00 0.00 UR-LL diag 0.81 0.17 13.80 -13.41 12.93 -13.81 0.00 0.00 LR-UL diag -0.91 -0.16 12.85 -13.81 13.80 -13.41 0.00 0.00 Bot chord 1.40 -0.08 7.33 -4.85 7.33 -3.93 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 7 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 8.16 208.33 0.039 16.32 205.58 0.079 UR-LL diag 31.22 143.75 0.217 28.71 109.39 0.262 LR-UL diag 28.55 143.75 0.199 31.38 109.39 0.287 Bot chord 17.63 261.49 0.067 8.81 259.33 0.034 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 6.28 208.33 0.030 12.56 205.58 0.061 UR-LL diag 24.02 143.75 0.167 22.09 109.39 0.202 LR-UL diag 21.96 143.75 0.153 24.14 109.39 0.221 Bot chord 13.56 261.49 0.052 6.78 259.33 0.026 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.91 16.00 0.057 4.07 -3.73 UR-LL diag 2.84 16.00 0.177 8.25 -8.17 LR-UL diag 2.84 16.00 0.177 8.25 -8.17 Bot chord 0.77 16.00 0.048 4.03 -4.39 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 7 Girder 7 Shapes Brace 7 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.41 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 8 Girder 7 Shapes Brace 8 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.41 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 8 - HS Girder 7 Forces - HS Forces on Brace 8 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -2.08 -0.25 8.20 -9.92 0.00 Concurrent Mom -24.32 49.09 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 13.80 0.81 61.18 -51.66 0.00 Concurrent shear -8.69 7.12 k Moment from fatigue trk 3.63 -18.65 Concurrent Shr -0.04 1.04 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.40 -0.67 51.71 -55.16 0.00 Concurrent shear -6.07 8.67 k Moment from fatigue trk 40.17 -42.62 Concurrent Shr -3.97 5.55 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.84 0.15 8.28 -9.26 6.65 -10.43 0.00 0.00 UR-LL diag 4.46 0.55 21.52 -18.08 19.15 -21.64 0.00 0.00 LR-UL diag -4.61 -0.53 17.59 -21.64 21.52 -18.60 0.00 0.00 Bot chord 1.99 -0.16 10.00 -8.94 11.27 -7.18 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 8 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 15.77 208.33 0.076 24.85 205.59 0.121 UR-LL diag 53.24 143.75 0.370 40.48 109.39 0.370 LR-UL diag 40.04 143.75 0.279 53.67 109.39 0.491 Bot chord 26.84 261.49 0.103 17.03 259.34 0.066 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 12.13 208.33 0.058 19.12 205.59 0.093 UR-LL diag 40.95 143.75 0.285 31.14 109.39 0.285 LR-UL diag 30.80 143.75 0.214 41.29 109.39 0.377 Bot chord 20.64 261.49 0.079 13.10 259.34 0.051 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.93 16.00 0.121 7.49 -9.63 UR-LL diag 4.19 16.00 0.262 12.38 -11.76 LR-UL diag 4.19 16.00 0.262 12.38 -11.76 Bot chord 1.74 16.00 0.108 10.40 -8.09 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 8 Girder 7 Shapes Brace 8 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.41 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 9 Girder 7 Shapes Brace 9 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.71 73.38 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 9 - HS Girder 7 Forces - HS Forces on Brace 9 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.54 -0.20 8.93 -10.62 0.00 Concurrent Mom -30.97 52.74 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 7.74 0.59 69.68 -55.47 0.00 Concurrent shear -10.35 7.94 k Moment from fatigue trk 4.05 -22.88 Concurrent Shr 0.00 1.13 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 4.51 -0.60 58.70 -60.25 0.00 Concurrent shear -7.91 9.68 k Moment from fatigue trk 45.77 -48.06 Concurrent Shr -4.57 6.40 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.31 0.15 8.29 -9.63 6.85 -9.78 0.00 0.00 UR-LL diag 1.09 0.44 23.03 -19.61 21.33 -23.17 0.00 0.00 LR-UL diag -1.28 -0.43 19.24 -23.17 23.03 -20.77 0.00 0.00 Bot chord 2.49 -0.16 10.40 -8.96 10.56 -7.40 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 9 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 15.20 208.33 0.073 24.03 205.62 0.117 UR-LL diag 51.99 143.75 0.362 48.31 109.42 0.442 LR-UL diag 47.79 143.75 0.332 52.51 109.42 0.480 Bot chord 25.95 261.49 0.099 16.41 259.38 0.063 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 11.69 208.33 0.056 18.49 205.62 0.090 UR-LL diag 39.99 143.75 0.278 37.16 109.42 0.340 LR-UL diag 36.76 143.75 0.256 40.39 109.42 0.369 Bot chord 19.96 261.49 0.076 12.63 259.38 0.049 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.14 16.00 0.134 8.16 -10.87 UR-LL diag 4.83 16.00 0.302 14.25 -13.58 LR-UL diag 4.83 16.00 0.302 14.25 -13.58 Bot chord 1.93 16.00 0.121 11.73 -8.81 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 9 Girder 7 Shapes Brace 9 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.71 73.38 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 10 Girder 7 Shapes Brace 10 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.94 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.71 73.38 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 10 - HS Girder 7 Forces - HS Forces on Brace 10 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.60 -0.10 8.93 -10.37 0.00 Concurrent Mom -31.07 52.28 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 3.26 0.27 67.77 -54.99 0.00 Concurrent shear -9.63 7.80 k Moment from fatigue trk 5.08 -22.00 Concurrent Shr -0.05 1.12 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 6.85 -0.29 57.74 -58.24 0.00 Concurrent shear -6.84 9.63 k Moment from fatigue trk 45.49 -45.99 Concurrent Shr -4.76 6.52 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.67 0.07 8.36 -10.27 6.06 -11.53 0.00 0.00 UR-LL diag -1.42 0.21 22.48 -19.61 21.20 -22.64 0.00 0.00 LR-UL diag 1.20 -0.20 19.25 -22.64 22.48 -20.70 0.00 0.00 Bot chord 2.88 -0.08 11.09 -9.02 12.45 -6.54 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 10 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 14.77 208.33 0.071 28.41 205.63 0.138 UR-LL diag 47.22 143.75 0.329 50.72 109.43 0.463 LR-UL diag 50.10 143.75 0.349 47.84 109.43 0.437 Bot chord 30.68 261.49 0.117 15.95 259.38 0.062 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 11.37 208.33 0.055 21.85 205.63 0.106 UR-LL diag 36.33 143.75 0.253 39.02 109.43 0.357 LR-UL diag 38.54 143.75 0.268 36.80 109.43 0.336 Bot chord 23.60 261.49 0.090 12.27 259.38 0.047 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.99 16.00 0.124 7.42 -10.36 UR-LL diag 4.92 16.00 0.307 14.47 -13.90 LR-UL diag 4.92 16.00 0.307 14.47 -13.90 Bot chord 1.81 16.00 0.113 11.19 -8.01 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 10 Girder 7 Shapes Brace 10 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.94 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.71 73.38 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 11 Girder 7 Shapes Brace 11 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.72 73.39 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 11 - HS Girder 7 Forces - HS Forces on Brace 11 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.37 0.11 7.54 -8.38 0.00 Concurrent Mom -25.56 41.32 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -3.53 -0.31 52.78 -46.42 0.00 Concurrent shear -7.42 6.66 k Moment from fatigue trk 4.93 -16.10 Concurrent Shr -0.09 0.83 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 10.55 0.33 45.89 -46.19 0.00 Concurrent shear -5.48 7.48 k Moment from fatigue trk 36.40 -36.03 Concurrent Shr -3.65 4.98 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -3.26 -0.08 6.91 -8.16 5.12 -9.07 0.00 0.00 UR-LL diag -5.28 -0.23 18.17 -16.58 16.49 -18.27 0.00 0.00 LR-UL diag 5.01 0.23 16.24 -18.27 18.17 -16.58 0.00 0.00 Bot chord 3.52 0.09 8.82 -7.46 9.79 -5.53 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 11 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 10.65 208.33 0.051 24.03 205.61 0.117 UR-LL diag 32.29 143.75 0.225 46.83 109.41 0.428 LR-UL diag 46.26 143.75 0.322 32.85 109.41 0.300 Bot chord 25.95 261.49 0.099 11.50 259.37 0.044 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 8.19 208.33 0.039 18.49 205.61 0.090 UR-LL diag 24.84 143.75 0.173 36.02 109.41 0.329 LR-UL diag 35.59 143.75 0.248 25.27 109.41 0.231 Bot chord 19.96 261.49 0.076 8.85 259.37 0.034 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.37 16.00 0.086 5.74 -8.62 UR-LL diag 3.76 16.00 0.235 11.07 -10.60 LR-UL diag 3.76 16.00 0.235 11.07 -10.60 Bot chord 1.67 16.00 0.104 9.31 -6.20 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 11 Girder 7 Shapes Brace 11 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.72 73.39 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 12 Girder 7 Shapes Brace 12 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.73 73.40 Bot chord: WT 8.00 x 25.00 62.75 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 12 - HS Girder 7 Forces - HS Forces on Brace 12 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 4.79 0.38 4.84 -4.16 0.00 Concurrent Mom -18.89 19.79 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -13.68 -1.19 25.29 -28.13 0.00 Concurrent shear -4.03 4.20 k Moment from fatigue trk 3.15 -8.17 Concurrent Shr -0.08 0.51 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 14.85 1.09 27.99 -23.50 0.00 Concurrent shear -4.48 3.75 k Moment from fatigue trk 21.69 -17.52 Concurrent Shr -1.98 2.30 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -3.73 -0.25 3.85 -2.94 2.71 -3.22 0.00 0.00 UR-LL diag -10.58 -0.84 9.04 -10.59 10.46 -9.87 0.00 0.00 LR-UL diag 10.28 0.82 10.46 -9.06 9.61 -10.59 0.00 0.00 Bot chord 4.03 0.27 3.18 -4.16 3.48 -2.93 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 12 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 3.18 208.33 0.015 12.17 205.60 0.059 UR-LL diag 7.86 143.75 0.055 37.84 109.40 0.346 LR-UL diag 37.14 143.75 0.258 8.55 109.40 0.078 Bot chord 13.14 261.49 0.050 3.44 259.35 0.013 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 2.45 208.33 0.012 9.36 205.60 0.046 UR-LL diag 6.04 143.75 0.042 29.11 109.40 0.266 LR-UL diag 28.57 143.75 0.199 6.58 109.40 0.060 Bot chord 10.11 261.49 0.039 2.65 259.35 0.010 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.82 16.00 0.051 3.03 -5.53 UR-LL diag 1.50 16.00 0.094 5.14 -4.89 LR-UL diag 1.96 16.00 0.123 5.14 -4.89 Bot chord 0.99 16.00 0.062 5.97 -3.27 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 12 Girder 7 Shapes Brace 12 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.73 73.40 Bot chord: WT 8.00 x 25.00 62.75 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 13 Girder 7 Shapes Brace 13 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.98 71.09 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.90 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 13 - HS Girder 7 Forces - HS Forces on Brace 13 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 7.74 0.70 4.13 -1.36 0.00 Concurrent Mom -18.56 4.87 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -28.62 -2.64 5.21 -18.63 0.00 Concurrent shear -1.31 4.13 k Moment from fatigue trk 0.15 -2.35 Concurrent Shr -0.02 0.34 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 23.81 2.14 17.71 -6.44 0.00 Concurrent shear -4.10 1.36 k Moment from fatigue trk 11.88 -4.48 Concurrent Shr -2.29 0.78 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.72 -0.15 0.34 -0.13 0.34 -0.13 0.00 0.00 UR-LL diag -9.78 -0.89 1.72 -5.19 5.18 -5.14 0.00 0.00 LR-UL diag 9.65 0.88 5.18 -1.70 5.16 -5.19 0.00 0.00 Bot chord 1.83 0.16 0.14 -0.37 0.14 -0.37 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 13 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 2.70 205.58 0.013 UR-LL diag 0.00 143.75 0.000 25.14 103.09 0.244 LR-UL diag 24.94 143.75 0.173 0.00 103.09 0.000 Bot chord 2.89 261.49 0.011 0.00 259.33 0.000 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 2.08 205.58 0.010 UR-LL diag 0.00 143.75 0.000 19.34 103.09 0.188 LR-UL diag 19.18 143.75 0.133 0.00 103.09 0.000 Bot chord 2.22 261.49 0.009 0.00 259.33 0.000 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.05 16.00 0.003 0.21 -0.32 UR-LL diag 0.86 16.00 0.054 2.86 -2.88 LR-UL diag 1.12 16.00 0.070 2.86 -2.88 Bot chord 0.06 16.00 0.004 0.34 -0.22 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 13 Girder 7 Shapes Brace 13 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.98 71.09 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.90 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 14 Girder 7 Shapes Brace 14 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 14 - HS Girder 7 Forces - HS Forces on Brace 14 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.49 0.13 9.72 -9.81 0.00 Concurrent Mom -29.58 43.95 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -9.54 -1.05 66.32 -69.73 0.00 Concurrent shear -9.17 9.26 k Moment from fatigue trk 11.78 -17.97 Concurrent Shr -0.31 0.77 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.55 -0.14 57.94 -57.35 0.00 Concurrent shear -8.63 8.86 k Moment from fatigue trk 46.26 -43.72 Concurrent Shr -3.00 3.56 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord 0.64 0.10 6.50 -5.77 3.96 -4.36 0.00 0.00 UR-LL diag -1.84 -0.16 12.33 -12.33 12.06 -12.30 0.00 0.00 LR-UL diag 1.89 0.17 12.06 -12.30 12.33 -12.33 0.00 0.00 Bot chord -0.69 -0.11 6.17 -6.95 4.66 -4.23 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 14 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 15.07 208.33 0.072 11.56 205.59 0.056 UR-LL diag 24.15 143.75 0.168 29.39 103.11 0.285 LR-UL diag 29.44 143.75 0.205 24.09 103.11 0.234 Bot chord 12.36 261.49 0.047 16.12 259.34 0.062 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 11.59 208.33 0.056 8.89 205.59 0.043 UR-LL diag 18.58 143.75 0.129 22.61 103.11 0.219 LR-UL diag 22.65 143.75 0.158 18.53 103.11 0.180 Bot chord 9.50 261.49 0.036 12.40 259.34 0.048 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.63 16.00 0.102 6.57 -7.80 UR-LL diag 1.55 16.00 0.097 4.71 -4.22 LR-UL diag 1.55 16.00 0.097 4.71 -4.22 Bot chord 1.43 16.00 0.090 8.34 -7.03 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 14 Girder 7 Shapes Brace 14 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 15 Girder 7 Shapes Brace 15 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 15 - HS Girder 7 Forces - HS Forces on Brace 15 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -3.44 -0.34 11.94 -14.35 0.00 Concurrent Mom -44.88 73.52 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 4.80 -0.06 111.15 -95.80 0.00 Concurrent shear -13.41 11.83 k Moment from fatigue trk 15.35 -33.88 Concurrent Shr -0.29 1.26 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -18.50 -2.34 87.48 -83.80 0.00 Concurrent shear -8.20 13.16 k Moment from fatigue trk 70.10 -68.42 Concurrent Shr -4.10 7.17 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord 2.67 0.39 9.91 -11.85 5.54 -11.94 0.00 0.00 UR-LL diag 4.42 0.44 17.95 -15.08 16.73 -18.08 0.00 0.00 LR-UL diag -4.21 -0.41 15.23 -18.08 17.95 -16.32 0.00 0.00 Bot chord -2.85 -0.42 12.67 -10.59 12.77 -5.92 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 15 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 25.48 208.33 0.122 21.95 205.59 0.107 UR-LL diag 45.27 143.75 0.315 32.94 103.10 0.319 LR-UL diag 32.95 143.75 0.229 45.26 103.10 0.439 Bot chord 23.47 261.49 0.090 27.25 259.34 0.105 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 19.60 208.33 0.094 16.89 205.59 0.082 UR-LL diag 34.82 143.75 0.242 25.34 103.10 0.246 LR-UL diag 25.35 143.75 0.176 34.81 103.10 0.338 Bot chord 18.05 261.49 0.069 20.96 259.34 0.081 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.33 16.00 0.145 8.50 -12.33 UR-LL diag 3.12 16.00 0.195 9.32 -8.68 LR-UL diag 3.12 16.00 0.195 9.32 -8.68 Bot chord 2.11 16.00 0.132 13.18 -9.09 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 15 Girder 7 Shapes Brace 15 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 16 Girder 7 Shapes Brace 16 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 16 - HS Girder 7 Forces - HS Forces on Brace 16 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -7.33 -0.69 12.07 -15.63 0.00 Concurrent Mom -50.35 85.97 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 14.55 0.46 133.22 -105.34 0.00 Concurrent shear -14.17 11.93 k Moment from fatigue trk 14.29 -44.72 Concurrent Shr -0.10 1.32 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -35.11 -4.20 95.22 -91.39 0.00 Concurrent shear -9.01 13.33 k Moment from fatigue trk 75.86 -74.66 Concurrent Shr -3.93 8.56 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord 4.65 0.65 12.10 -16.32 7.18 -12.91 0.00 0.00 UR-LL diag 9.37 0.89 19.50 -15.20 17.00 -19.75 0.00 0.00 LR-UL diag -9.02 -0.84 15.43 -19.75 19.50 -16.46 0.00 0.00 Bot chord -4.97 -0.70 17.45 -12.94 13.80 -7.68 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 16 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 33.16 208.33 0.159 28.55 205.60 0.139 UR-LL diag 55.66 143.75 0.387 29.53 103.12 0.286 LR-UL diag 29.51 143.75 0.205 55.69 103.12 0.540 Bot chord 30.52 261.49 0.117 35.46 259.36 0.137 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 25.51 208.33 0.122 21.96 205.60 0.107 UR-LL diag 42.82 143.75 0.298 22.72 103.12 0.220 LR-UL diag 22.70 143.75 0.158 42.84 103.12 0.415 Bot chord 23.48 261.49 0.090 27.27 259.36 0.105 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.58 16.00 0.161 9.30 -13.90 UR-LL diag 4.20 16.00 0.263 11.06 -10.42 LR-UL diag 3.73 16.00 0.233 11.06 -10.42 Bot chord 2.36 16.00 0.147 14.87 -9.94 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 16 Girder 7 Shapes Brace 16 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 17 Girder 7 Shapes Brace 17 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 17 - HS Girder 7 Forces - HS Forces on Brace 17 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -9.19 -0.84 11.45 -15.58 0.00 Concurrent Mom -58.41 95.47 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 18.80 0.57 138.64 -111.36 0.00 Concurrent shear -14.90 11.43 k Moment from fatigue trk 11.38 -48.99 Concurrent Shr 0.08 1.25 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -43.52 -5.13 90.51 -92.24 0.00 Concurrent shear -7.25 14.45 k Moment from fatigue trk 69.29 -74.75 Concurrent Shr -3.38 1.08 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord 5.70 0.80 14.11 -16.81 6.14 -13.73 0.00 0.00 UR-LL diag 11.75 1.09 19.34 -14.32 18.37 -19.77 0.00 0.00 LR-UL diag -11.32 -1.03 14.88 -19.77 19.34 -17.91 0.00 0.00 Bot chord -6.10 -0.85 17.98 -15.08 14.68 -6.56 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 17 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 39.08 208.33 0.188 28.05 205.60 0.136 UR-LL diag 58.69 143.75 0.408 26.23 103.12 0.254 LR-UL diag 25.94 143.75 0.180 58.98 103.12 0.572 Bot chord 29.99 261.49 0.115 41.78 259.36 0.161 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 30.06 208.33 0.144 21.58 205.60 0.105 UR-LL diag 45.15 143.75 0.314 20.18 103.12 0.196 LR-UL diag 19.96 143.75 0.139 45.37 103.12 0.440 Bot chord 23.07 261.49 0.088 32.14 259.36 0.124 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 3.50 16.00 0.219 16.81 -12.93 UR-LL diag 1.66 16.00 0.104 3.76 -4.73 LR-UL diag 1.27 16.00 0.080 3.76 -4.73 Bot chord 2.86 16.00 0.179 13.82 -17.97 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 17 Girder 7 Shapes Brace 17 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 18 Girder 7 Shapes Brace 18 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 18 - HS Girder 7 Forces - HS Forces on Brace 18 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -8.74 -0.79 11.36 -15.65 0.00 Concurrent Mom -57.49 95.49 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 17.58 0.38 137.03 -109.72 0.00 Concurrent shear -15.15 11.34 k Moment from fatigue trk 9.51 -49.29 Concurrent Shr 0.03 1.13 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -41.63 -4.95 88.11 -91.04 0.00 Concurrent shear -7.55 14.46 k Moment from fatigue trk 65.65 -73.16 Concurrent Shr -3.67 1.23 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord 5.49 0.78 13.81 -16.15 5.84 -12.82 0.00 0.00 UR-LL diag 11.17 1.02 19.44 -14.21 18.37 -19.86 0.00 0.00 LR-UL diag -10.76 -0.96 14.76 -19.86 19.44 -17.93 0.00 0.00 Bot chord -5.87 -0.84 17.27 -14.76 13.70 -6.25 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 18 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 38.13 208.33 0.183 26.91 205.59 0.131 UR-LL diag 58.05 143.75 0.404 27.27 103.10 0.264 LR-UL diag 26.97 143.75 0.188 58.35 103.10 0.566 Bot chord 28.77 261.49 0.110 40.77 259.34 0.157 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 29.33 208.33 0.141 20.70 205.59 0.101 UR-LL diag 44.65 143.75 0.311 20.98 103.10 0.203 LR-UL diag 20.74 143.75 0.144 44.88 103.10 0.435 Bot chord 22.13 261.49 0.085 31.36 259.34 0.121 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 3.31 16.00 0.207 16.25 -11.73 UR-LL diag 1.80 16.00 0.113 4.16 -5.05 LR-UL diag 1.38 16.00 0.086 4.16 -5.05 Bot chord 2.68 16.00 0.167 12.55 -17.38 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 18 Girder 7 Shapes Brace 18 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 19 Girder 7 Shapes Brace 19 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 19 - HS Girder 7 Forces - HS Forces on Brace 19 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -5.64 -0.50 11.87 -15.36 0.00 Concurrent Mom -49.42 91.30 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 11.37 -0.03 129.53 -101.68 0.00 Concurrent shear -14.15 11.87 k Moment from fatigue trk 11.27 -44.15 Concurrent Shr -0.10 1.14 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -26.88 -3.44 90.64 -85.23 0.00 Concurrent shear -8.68 13.87 k Moment from fatigue trk 69.60 -69.44 Concurrent Shr -3.96 8.61 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord 3.54 0.57 11.28 -15.45 5.10 -12.18 0.00 0.00 UR-LL diag 7.22 0.65 19.09 -14.95 17.60 -19.46 0.00 0.00 LR-UL diag -6.95 -0.61 15.33 -19.46 19.09 -17.22 0.00 0.00 Bot chord -3.79 -0.61 16.52 -12.06 13.02 -5.45 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 19 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 29.84 208.33 0.143 28.21 205.59 0.137 UR-LL diag 51.68 143.75 0.360 32.02 103.11 0.311 LR-UL diag 31.62 143.75 0.220 52.08 103.11 0.505 Bot chord 30.16 261.49 0.115 31.90 259.34 0.123 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 22.95 208.33 0.110 21.70 205.59 0.106 UR-LL diag 39.75 143.75 0.277 24.63 103.11 0.239 LR-UL diag 24.32 143.75 0.169 40.06 103.11 0.389 Bot chord 23.20 261.49 0.089 24.54 259.34 0.095 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.45 16.00 0.153 9.37 -12.36 UR-LL diag 4.23 16.00 0.264 11.08 -10.54 LR-UL diag 3.75 16.00 0.234 11.08 -10.54 Bot chord 2.19 16.00 0.137 13.22 -10.02 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 19 Girder 7 Shapes Brace 19 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 20 Girder 7 Shapes Brace 20 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 20 - HS Girder 7 Forces - HS Forces on Brace 20 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.19 -0.10 11.13 -13.56 0.00 Concurrent Mom -39.91 74.43 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.31 -0.71 104.94 -88.59 0.00 Concurrent shear -12.03 10.97 k Moment from fatigue trk 11.62 -33.09 Concurrent Shr -0.26 1.14 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -7.74 -1.38 80.46 -75.33 0.00 Concurrent shear -8.23 12.03 k Moment from fatigue trk 63.55 -60.08 Concurrent Shr -4.06 7.48 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord 1.25 0.28 9.13 -11.90 4.76 -10.22 0.00 0.00 UR-LL diag 1.54 0.13 16.91 -14.08 15.28 -17.12 0.00 0.00 LR-UL diag -1.44 -0.11 14.11 -17.12 16.91 -14.92 0.00 0.00 Bot chord -1.33 -0.30 12.72 -9.77 10.92 -5.08 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 20 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 21.82 208.33 0.105 23.84 205.58 0.116 UR-LL diag 38.88 143.75 0.270 35.00 103.10 0.340 LR-UL diag 34.69 143.75 0.241 39.20 103.10 0.380 Bot chord 25.49 261.49 0.097 23.33 259.33 0.090 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 16.78 208.33 0.081 18.34 205.58 0.089 UR-LL diag 29.91 143.75 0.208 26.92 103.10 0.261 LR-UL diag 26.68 143.75 0.186 30.15 103.10 0.292 Bot chord 19.61 261.49 0.075 17.94 259.33 0.069 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.93 16.00 0.121 6.70 -10.79 UR-LL diag 3.26 16.00 0.204 9.62 -9.16 LR-UL diag 3.26 16.00 0.204 9.62 -9.16 Bot chord 1.79 16.00 0.112 11.53 -7.16 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 20 Girder 7 Shapes Brace 20 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 21 Girder 7 Shapes Brace 21 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.94 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.88 77.86 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 21 - HS Girder 7 Forces - HS Forces on Brace 21 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 4.07 0.39 8.65 -8.46 0.00 Concurrent Mom -45.43 41.70 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -16.06 -1.83 58.53 -61.76 0.00 Concurrent shear -8.06 8.41 k Moment from fatigue trk 8.38 -17.28 Concurrent Shr -0.27 0.65 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 11.50 0.82 51.40 -47.52 0.00 Concurrent shear -6.07 7.61 k Moment from fatigue trk 41.43 -35.63 Concurrent Shr -3.41 4.81 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.65 0.01 5.52 -5.13 2.98 -5.63 0.00 0.00 UR-LL diag -5.13 -0.49 10.59 -10.81 10.91 -10.64 0.00 0.00 LR-UL diag 5.08 0.49 10.91 -10.64 10.59 -10.81 0.00 0.00 Bot chord 0.70 -0.01 5.49 -5.90 6.02 -3.19 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 21 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 11.14 208.33 0.053 13.07 205.63 0.064 UR-LL diag 16.38 143.75 0.114 30.77 103.14 0.298 LR-UL diag 30.92 143.75 0.215 16.23 103.14 0.157 Bot chord 13.98 261.49 0.053 11.91 259.38 0.046 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 8.57 208.33 0.041 10.06 205.63 0.049 UR-LL diag 12.60 143.75 0.088 23.67 103.14 0.229 LR-UL diag 23.79 143.75 0.165 12.49 103.14 0.121 Bot chord 10.75 261.49 0.041 9.16 259.38 0.035 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.06 16.00 0.066 3.44 -6.19 UR-LL diag 1.81 16.00 0.113 6.15 -5.91 LR-UL diag 2.09 16.00 0.131 6.15 -5.91 Bot chord 0.99 16.00 0.062 6.62 -3.68 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 21 Girder 7 Shapes Brace 21 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.94 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.88 77.86 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 22 Girder 7 Shapes Brace 22 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 22 - HS Girder 7 Forces - HS Forces on Brace 22 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 9.91 0.94 4.66 -1.44 0.00 Concurrent Mom -20.84 5.67 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -36.70 -3.48 6.11 -21.93 0.00 Concurrent shear -1.40 4.66 k Moment from fatigue trk 0.22 -1.24 Concurrent Shr -0.07 0.17 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 30.47 2.86 19.42 -6.53 0.00 Concurrent shear -4.58 1.43 k Moment from fatigue trk 10.98 -4.18 Concurrent Shr -2.36 0.81 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -2.18 -0.20 0.23 -0.17 0.42 -0.17 0.00 0.00 UR-LL diag -12.52 -1.18 1.81 -5.86 5.85 -5.73 0.00 0.00 LR-UL diag 12.35 1.17 5.85 -1.79 5.76 -5.86 0.00 0.00 Bot chord 2.34 0.22 0.18 -0.25 0.18 -0.45 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 22 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 3.47 205.62 0.017 UR-LL diag 0.00 143.75 0.000 30.53 103.14 0.296 LR-UL diag 30.28 143.75 0.211 0.00 103.14 0.000 Bot chord 3.71 261.49 0.014 0.00 259.38 0.000 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 2.67 205.62 0.013 UR-LL diag 0.00 143.75 0.000 23.49 103.14 0.228 LR-UL diag 23.29 143.75 0.162 0.00 103.14 0.000 Bot chord 2.85 261.49 0.011 0.00 259.38 0.000 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.01 16.00 0.001 0.11 -0.02 UR-LL diag 0.89 16.00 0.056 2.96 -2.96 LR-UL diag 1.16 16.00 0.072 2.96 -2.96 Bot chord 0.02 16.00 0.001 0.02 -0.12 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 22 Girder 7 Shapes Brace 22 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 23 Girder 7 Shapes Brace 23 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 23 - HS Girder 7 Forces - HS Forces on Brace 23 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 4.04 0.33 7.74 -7.67 0.00 Concurrent Mom -27.94 37.59 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -15.14 -1.43 52.09 -52.62 0.00 Concurrent shear -7.13 7.40 k Moment from fatigue trk 8.33 -15.44 Concurrent Shr -0.20 0.85 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 12.24 0.81 51.16 -46.21 0.00 Concurrent shear -5.14 7.24 k Moment from fatigue trk 39.12 -34.71 Concurrent Shr -3.18 2.68 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.85 -0.02 4.44 -4.62 3.08 -6.60 0.00 0.00 UR-LL diag -5.10 -0.42 9.61 -9.79 9.65 -9.65 0.00 0.00 LR-UL diag 5.04 0.41 9.65 -9.65 9.61 -9.79 0.00 0.00 Bot chord 0.91 0.03 4.94 -4.74 7.06 -3.29 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 23 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 8.50 208.33 0.041 15.46 205.60 0.075 UR-LL diag 13.77 143.75 0.096 28.43 103.12 0.276 LR-UL diag 28.03 143.75 0.195 14.17 103.12 0.137 Bot chord 16.53 261.49 0.063 9.09 259.35 0.035 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 6.54 208.33 0.031 11.89 205.60 0.058 UR-LL diag 10.59 143.75 0.074 21.87 103.12 0.212 LR-UL diag 21.57 143.75 0.150 10.90 103.12 0.106 Bot chord 12.72 261.49 0.049 6.99 259.35 0.027 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.29 16.00 0.081 5.38 -5.88 UR-LL diag 1.20 16.00 0.075 3.77 -4.22 LR-UL diag 1.37 16.00 0.086 3.77 -4.22 Bot chord 1.12 16.00 0.070 6.29 -5.76 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 23 Girder 7 Shapes Brace 23 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 24 Girder 7 Shapes Brace 24 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 24 - HS Girder 7 Forces - HS Forces on Brace 24 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.63 -0.17 9.83 -12.15 0.00 Concurrent Mom -41.29 66.50 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.37 -0.02 91.54 -78.94 0.00 Concurrent shear -10.68 9.22 k Moment from fatigue trk 12.44 -30.95 Concurrent Shr -0.34 1.54 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -2.89 -1.14 80.70 -74.65 0.00 Concurrent shear -6.82 11.72 k Moment from fatigue trk 60.87 -59.19 Concurrent Shr -2.84 5.05 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord 0.37 0.19 8.75 -10.17 4.94 -11.85 0.00 0.00 UR-LL diag 0.80 0.22 15.15 -12.38 14.90 -15.34 0.00 0.00 LR-UL diag -0.78 -0.20 12.31 -15.34 15.15 -14.53 0.00 0.00 Bot chord -0.40 -0.20 10.88 -9.36 12.67 -5.28 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 24 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 19.73 208.33 0.095 25.00 205.61 0.122 UR-LL diag 34.22 143.75 0.238 31.98 103.12 0.310 LR-UL diag 31.62 143.75 0.220 34.57 103.12 0.335 Bot chord 26.73 261.49 0.102 21.10 259.36 0.081 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 15.18 208.33 0.073 19.23 205.61 0.094 UR-LL diag 26.32 143.75 0.183 24.60 103.12 0.239 LR-UL diag 24.33 143.75 0.169 26.60 103.12 0.258 Bot chord 20.56 261.49 0.079 16.23 259.36 0.063 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.26 16.00 0.142 8.63 -11.50 UR-LL diag 2.21 16.00 0.138 6.67 -6.02 LR-UL diag 2.21 16.00 0.138 6.67 -6.02 Bot chord 2.03 16.00 0.127 12.30 -9.23 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 24 Girder 7 Shapes Brace 24 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 25 Girder 7 Shapes Brace 25 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 25 - HS Girder 7 Forces - HS Forces on Brace 25 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.58 -0.19 21.00 -20.84 0.00 Concurrent Mom -165.57 180.76 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.55 -0.92 186.57 -179.82 0.00 Concurrent shear -20.37 20.74 k Moment from fatigue trk 10.15 -35.18 Concurrent Shr 0.92 -0.66 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -11.24 -2.24 81.27 -79.83 0.00 Concurrent shear -12.03 15.73 k Moment from fatigue trk 64.02 -62.86 Concurrent Shr -2.76 6.21 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord 1.89 0.44 20.24 -22.27 16.52 -20.36 0.00 0.00 UR-LL diag 2.05 0.26 25.39 -25.73 26.97 -26.92 0.00 0.00 LR-UL diag -1.91 -0.23 26.97 -26.92 25.39 -25.73 0.00 0.00 Bot chord -2.02 -0.47 23.82 -21.64 21.76 -17.67 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 25 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 46.97 208.33 0.225 45.34 205.61 0.220 UR-LL diag 61.56 143.75 0.428 55.44 103.13 0.538 LR-UL diag 55.78 143.75 0.388 61.22 103.13 0.594 Bot chord 48.47 261.49 0.185 50.22 259.37 0.194 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 36.13 208.33 0.173 34.87 205.61 0.170 UR-LL diag 47.36 143.75 0.329 42.65 103.13 0.414 LR-UL diag 42.91 143.75 0.299 47.09 103.13 0.457 Bot chord 37.29 261.49 0.143 38.63 259.37 0.149 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.42 16.00 0.151 9.20 -12.35 UR-LL diag 2.71 16.00 0.169 8.10 -7.48 LR-UL diag 2.71 16.00 0.169 8.10 -7.48 Bot chord 2.17 16.00 0.136 13.20 -9.84 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 25 Girder 7 Shapes Brace 25 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 26 Girder 7 Shapes Brace 26 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 26 - HS Girder 7 Forces - HS Forces on Brace 26 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -9.80 -1.02 10.60 -15.22 0.00 Concurrent Mom -44.82 92.73 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 43.80 3.20 131.99 -99.87 0.00 Concurrent shear -14.15 10.59 k Moment from fatigue trk 10.83 -47.19 Concurrent Shr -0.12 1.54 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -22.59 -3.70 87.44 -87.57 0.00 Concurrent shear -7.50 14.28 k Moment from fatigue trk 67.04 -71.32 Concurrent Shr -1.88 3.59 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord 0.35 0.36 12.28 -16.05 5.20 -12.71 0.00 0.00 UR-LL diag 12.31 1.29 18.90 -13.34 18.12 -19.30 0.00 0.00 LR-UL diag -12.28 -1.27 13.75 -19.30 18.90 -17.73 0.00 0.00 Bot chord -0.37 -0.39 17.16 -13.13 13.59 -5.56 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 26 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 27.58 208.33 0.132 33.91 205.61 0.165 UR-LL diag 58.70 143.75 0.408 24.23 103.12 0.235 LR-UL diag 23.41 143.75 0.163 59.52 103.12 0.577 Bot chord 36.26 261.49 0.139 29.49 259.36 0.114 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 21.22 208.33 0.102 26.09 205.61 0.127 UR-LL diag 45.16 143.75 0.314 18.64 103.12 0.181 LR-UL diag 18.01 143.75 0.125 45.78 103.12 0.444 Bot chord 27.89 261.49 0.107 22.68 259.36 0.087 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 3.12 16.00 0.195 13.18 -14.06 UR-LL diag 1.76 16.00 0.110 5.01 -4.01 LR-UL diag 1.58 16.00 0.099 5.01 -4.01 Bot chord 2.69 16.00 0.168 15.03 -14.09 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 26 Girder 7 Shapes Brace 26 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 27 Girder 7 Shapes Brace 27 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 27 - HS Girder 7 Forces - HS Forces on Brace 27 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -5.93 -0.70 9.95 -13.49 0.00 Concurrent Mom -42.19 84.14 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 23.55 1.51 124.84 -97.98 0.00 Concurrent shear -13.05 9.93 k Moment from fatigue trk 8.16 -48.04 Concurrent Shr -0.06 1.46 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -16.65 -3.22 85.00 -82.29 0.00 Concurrent shear -7.25 12.40 k Moment from fatigue trk 64.24 -66.40 Concurrent Shr -3.57 1.88 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord 0.93 0.41 12.55 -15.55 6.02 -12.40 0.00 0.00 UR-LL diag 7.48 0.89 16.73 -12.52 15.80 -17.13 0.00 0.00 LR-UL diag -7.41 -0.86 12.94 -17.13 16.73 -15.34 0.00 0.00 Bot chord -0.99 -0.44 16.62 -13.42 13.26 -6.44 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 27 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 28.99 208.33 0.139 32.01 205.59 0.156 UR-LL diag 47.21 143.75 0.328 26.31 103.11 0.255 LR-UL diag 25.58 143.75 0.178 47.94 103.11 0.465 Bot chord 34.23 261.49 0.131 31.00 259.35 0.120 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 22.30 208.33 0.107 24.63 205.59 0.120 UR-LL diag 36.32 143.75 0.253 20.23 103.11 0.196 LR-UL diag 19.67 143.75 0.137 36.88 103.11 0.358 Bot chord 26.33 261.49 0.101 23.84 259.35 0.092 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.98 16.00 0.186 13.91 -11.50 UR-LL diag 1.75 16.00 0.110 4.04 -4.91 LR-UL diag 1.53 16.00 0.096 4.04 -4.91 Bot chord 2.46 16.00 0.154 12.30 -14.87 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 27 Girder 7 Shapes Brace 27 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 28 Girder 7 Shapes Brace 28 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 28 - HS Girder 7 Forces - HS Forces on Brace 28 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -3.32 -0.44 10.75 -13.08 0.00 Concurrent Mom -38.21 80.50 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 10.37 0.39 122.45 -98.69 0.00 Concurrent shear -12.11 10.68 k Moment from fatigue trk 8.07 -44.62 Concurrent Shr 0.04 1.29 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -12.10 -2.59 85.75 -78.39 0.00 Concurrent shear -6.88 11.70 k Moment from fatigue trk 66.72 -62.47 Concurrent Shr -3.06 0.72 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord 1.19 0.40 11.89 -16.02 5.86 -13.00 0.00 0.00 UR-LL diag 4.21 0.57 16.24 -13.60 14.90 -16.61 0.00 0.00 LR-UL diag -4.12 -0.54 13.85 -16.61 16.24 -14.46 0.00 0.00 Bot chord -1.27 -0.42 17.13 -12.71 13.90 -6.27 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 28 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 27.87 208.33 0.134 32.72 205.58 0.159 UR-LL diag 41.47 143.75 0.288 29.85 103.10 0.290 LR-UL diag 29.21 143.75 0.203 42.10 103.10 0.408 Bot chord 34.98 261.49 0.134 29.80 259.33 0.115 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 21.44 208.33 0.103 25.17 205.58 0.122 UR-LL diag 31.90 143.75 0.222 22.96 103.10 0.223 LR-UL diag 22.47 143.75 0.156 32.39 103.10 0.314 Bot chord 26.91 261.49 0.103 22.92 259.33 0.088 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 3.13 16.00 0.196 14.25 -12.67 UR-LL diag 1.50 16.00 0.094 3.36 -4.32 LR-UL diag 1.31 16.00 0.082 3.36 -4.32 Bot chord 2.62 16.00 0.164 13.54 -15.24 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 28 Girder 7 Shapes Brace 28 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 29 Girder 7 Shapes Brace 29 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 29 - HS Girder 7 Forces - HS Forces on Brace 29 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.57 -0.16 11.37 -12.71 0.00 Concurrent Mom -35.88 72.03 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.22 -0.43 113.20 -93.32 0.00 Concurrent shear -11.69 11.22 k Moment from fatigue trk 9.15 -37.88 Concurrent Shr -0.03 0.94 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -4.07 -1.50 83.94 -72.99 0.00 Concurrent shear -8.16 11.29 k Moment from fatigue trk 66.43 -57.33 Concurrent Shr -3.61 5.73 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord 0.68 0.28 9.99 -14.26 5.02 -11.14 0.00 0.00 UR-LL diag 0.74 0.21 15.83 -14.43 14.36 -16.08 0.00 0.00 LR-UL diag -0.69 -0.19 14.46 -16.08 15.83 -14.43 0.00 0.00 Bot chord -0.73 -0.30 15.25 -10.68 11.91 -5.37 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 29 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 22.94 208.33 0.110 29.71 205.59 0.144 UR-LL diag 35.61 143.75 0.248 33.67 103.11 0.327 LR-UL diag 33.24 143.75 0.231 36.04 103.11 0.349 Bot chord 31.76 261.49 0.121 24.53 259.35 0.095 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.65 208.33 0.085 22.85 205.59 0.111 UR-LL diag 27.39 143.75 0.191 25.90 103.11 0.251 LR-UL diag 25.57 143.75 0.178 27.72 103.11 0.269 Bot chord 24.43 261.49 0.093 18.87 259.35 0.073 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.23 16.00 0.140 8.07 -11.99 UR-LL diag 2.50 16.00 0.156 7.47 -6.91 LR-UL diag 2.50 16.00 0.156 7.47 -6.91 Bot chord 2.04 16.00 0.127 12.82 -8.63 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 29 Girder 7 Shapes Brace 29 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 30 Girder 7 Shapes Brace 30 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 30 - HS Girder 7 Forces - HS Forces on Brace 30 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.56 0.17 11.10 -11.97 0.00 Concurrent Mom -30.22 63.15 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -10.68 -1.22 92.34 -80.21 0.00 Concurrent shear -10.70 10.89 k Moment from fatigue trk 9.07 -28.30 Concurrent Shr -0.11 0.93 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 6.68 -0.05 74.99 -65.54 0.00 Concurrent shear -8.08 10.95 k Moment from fatigue trk 58.71 -51.03 Concurrent Shr -4.41 6.37 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.28 0.10 7.21 -10.33 3.61 -9.07 0.00 0.00 UR-LL diag -3.23 -0.21 14.95 -14.13 13.88 -15.09 0.00 0.00 LR-UL diag 3.20 0.22 13.94 -15.09 14.95 -14.13 0.00 0.00 Bot chord 0.30 -0.11 11.05 -7.70 9.70 -3.86 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 30 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 15.42 208.33 0.074 22.66 205.60 0.110 UR-LL diag 27.98 143.75 0.195 37.23 103.12 0.361 LR-UL diag 36.91 143.75 0.257 28.31 103.12 0.275 Bot chord 24.23 261.49 0.093 16.48 259.35 0.064 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 11.86 208.33 0.057 17.43 205.60 0.085 UR-LL diag 21.53 143.75 0.150 28.64 103.12 0.278 LR-UL diag 28.39 143.75 0.197 21.78 103.12 0.211 Bot chord 18.64 261.49 0.071 12.68 259.35 0.049 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.66 16.00 0.104 5.78 -9.23 UR-LL diag 2.77 16.00 0.173 8.19 -7.80 LR-UL diag 2.77 16.00 0.173 8.19 -7.80 Bot chord 1.53 16.00 0.096 9.87 -6.18 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 30 Girder 7 Shapes Brace 30 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 31 Girder 7 Shapes Brace 31 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 31 - HS Girder 7 Forces - HS Forces on Brace 31 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.07 0.18 7.92 -7.72 0.00 Concurrent Mom -34.29 37.04 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -8.54 -0.88 52.78 -52.85 0.00 Concurrent shear -7.55 7.63 k Moment from fatigue trk 6.13 -13.60 Concurrent Shr -0.07 0.62 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.48 0.31 48.01 -41.97 0.00 Concurrent shear -5.50 6.88 k Moment from fatigue trk 38.51 -30.80 Concurrent Shr -2.98 4.16 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.24 0.02 4.25 -4.31 2.46 -5.45 0.00 0.00 UR-LL diag -2.60 -0.22 9.67 -9.96 9.92 -9.70 0.00 0.00 LR-UL diag 2.59 0.22 9.92 -9.70 9.67 -9.96 0.00 0.00 Bot chord 0.26 -0.02 4.61 -4.54 5.82 -2.63 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 31 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 8.92 208.33 0.043 12.12 205.61 0.059 UR-LL diag 17.86 143.75 0.124 25.30 103.12 0.245 LR-UL diag 25.18 143.75 0.175 17.98 103.12 0.174 Bot chord 12.96 261.49 0.050 9.54 259.36 0.037 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 6.86 208.33 0.033 9.32 205.61 0.045 UR-LL diag 13.74 143.75 0.096 19.46 103.12 0.189 LR-UL diag 19.37 143.75 0.135 13.83 103.12 0.134 Bot chord 9.97 261.49 0.038 7.34 259.36 0.028 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.95 16.00 0.059 2.79 -5.97 UR-LL diag 1.81 16.00 0.113 5.32 -5.11 LR-UL diag 1.81 16.00 0.113 5.32 -5.11 Bot chord 0.91 16.00 0.057 6.38 -2.98 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 31 Girder 7 Shapes Brace 31 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 32 Girder 7 Shapes Brace 32 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 32 - HS Girder 7 Forces - HS Forces on Brace 32 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.04 0.11 0.80 -0.43 0.00 Concurrent Mom -3.94 1.90 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -5.13 -0.52 2.00 -4.31 0.00 Concurrent shear -0.43 0.80 k Moment from fatigue trk 0.10 -0.39 Concurrent Shr -0.02 0.08 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.91 0.20 2.79 -1.76 0.00 Concurrent shear -0.78 0.43 k Moment from fatigue trk 1.89 -1.04 Concurrent Shr -0.46 0.22 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord 0.08 0.01 0.14 -0.01 0.20 -0.06 0.00 0.00 UR-LL diag -1.30 -0.13 0.54 -1.01 1.01 -0.98 0.00 0.00 LR-UL diag 1.31 0.13 1.02 -0.54 0.99 -1.01 0.00 0.00 Bot chord -0.08 -0.01 0.01 -0.15 0.06 -0.21 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 32 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.55 208.33 0.003 0.01 205.61 0.000 UR-LL diag 0.33 143.75 0.002 4.05 103.12 0.039 LR-UL diag 4.08 143.75 0.028 0.32 103.12 0.003 Bot chord 0.01 261.49 0.000 0.59 259.36 0.002 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.42 208.33 0.002 0.01 205.61 0.000 UR-LL diag 0.26 143.75 0.002 3.12 103.12 0.030 LR-UL diag 3.14 143.75 0.022 0.24 103.12 0.002 Bot chord 0.01 261.49 0.000 0.45 259.36 0.002 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.01 16.00 0.001 0.06 0.00 UR-LL diag 0.17 16.00 0.011 0.58 -0.58 LR-UL diag 0.20 16.00 0.013 0.58 -0.58 Bot chord 0.00 16.00 0.000 0.00 -0.07 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 32 Girder 7 Shapes Brace 32 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 33 Girder 7 Shapes Brace 33 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 33 - HS Girder 7 Forces - HS Forces on Brace 33 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.56 -0.03 8.22 -8.71 0.00 Concurrent Mom -25.06 43.92 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 4.09 -0.07 59.15 -58.31 0.00 Concurrent shear -8.00 8.09 k Moment from fatigue trk 6.96 -13.29 Concurrent Shr -0.06 0.52 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.29 -0.27 50.15 -48.27 0.00 Concurrent shear -5.24 7.89 k Moment from fatigue trk 39.59 -36.67 Concurrent Shr -2.99 3.17 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.36 0.05 5.04 -5.35 2.84 -6.25 0.00 0.00 UR-LL diag 0.69 0.04 10.91 -10.43 10.20 -10.97 0.00 0.00 LR-UL diag -0.72 -0.04 10.35 -10.97 10.91 -10.43 0.00 0.00 Bot chord 0.39 -0.05 5.72 -5.39 6.69 -3.04 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 33 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 10.54 208.33 0.051 13.98 205.58 0.068 UR-LL diag 24.63 143.75 0.171 22.88 103.10 0.222 LR-UL diag 22.70 143.75 0.158 24.80 103.10 0.241 Bot chord 14.95 261.49 0.057 11.27 259.33 0.043 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 8.11 208.33 0.039 10.76 205.58 0.052 UR-LL diag 18.94 143.75 0.132 17.60 103.10 0.171 LR-UL diag 17.46 143.75 0.121 19.08 103.10 0.185 Bot chord 11.50 261.49 0.044 8.67 259.33 0.033 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.31 16.00 0.082 5.31 -6.21 UR-LL diag 1.42 16.00 0.089 4.18 -3.99 LR-UL diag 1.42 16.00 0.089 4.18 -3.99 Bot chord 1.15 16.00 0.072 6.64 -5.67 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 33 Girder 7 Shapes Brace 33 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 34 Girder 7 Shapes Brace 34 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 34 - HS Girder 7 Forces - HS Forces on Brace 34 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.62 -0.04 12.05 -12.64 0.00 Concurrent Mom -44.31 93.72 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.09 -0.35 99.00 -86.63 0.00 Concurrent shear -10.98 11.66 k Moment from fatigue trk 7.58 -24.94 Concurrent Shr 0.18 0.74 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.87 -0.64 82.21 -70.38 0.00 Concurrent shear -7.27 10.00 k Moment from fatigue trk 66.14 -56.45 Concurrent Shr -3.17 6.00 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.53 0.13 7.90 -11.63 5.83 -11.71 0.00 0.00 UR-LL diag 0.76 0.06 15.54 -15.23 15.02 -16.18 0.00 0.00 LR-UL diag -0.80 -0.05 15.02 -16.18 15.54 -15.23 0.00 0.00 Bot chord 0.57 -0.14 12.43 -8.45 12.52 -6.23 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 34 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 16.63 208.33 0.080 25.95 205.61 0.126 UR-LL diag 34.81 143.75 0.242 34.07 103.13 0.330 LR-UL diag 32.64 143.75 0.227 36.24 103.13 0.351 Bot chord 27.74 261.49 0.106 17.78 259.37 0.069 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 12.79 208.33 0.061 19.96 205.61 0.097 UR-LL diag 26.78 143.75 0.186 26.21 103.13 0.254 LR-UL diag 25.10 143.75 0.175 27.88 103.13 0.270 Bot chord 21.34 261.49 0.082 13.68 259.37 0.053 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.12 16.00 0.132 6.92 -12.40 UR-LL diag 2.62 16.00 0.164 7.80 -7.27 LR-UL diag 2.62 16.00 0.164 7.80 -7.27 Bot chord 1.99 16.00 0.124 13.26 -7.40 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 34 Girder 7 Shapes Brace 34 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 35 Girder 7 Shapes Brace 35 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 35 - HS Girder 7 Forces - HS Forces on Brace 35 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.55 -0.12 11.38 -12.11 0.00 Concurrent Mom -54.42 100.94 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 14.28 0.01 112.39 -89.33 0.00 Concurrent shear -10.17 10.93 k Moment from fatigue trk 6.81 -33.58 Concurrent Shr 0.30 0.75 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 3.77 -0.81 93.68 -76.89 0.00 Concurrent shear -7.42 2.50 k Moment from fatigue trk 76.57 -64.47 Concurrent Shr -2.93 0.52 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.72 0.13 9.36 -15.76 15.74 -14.31 0.00 0.00 UR-LL diag 1.88 0.16 14.79 -14.27 14.30 -15.60 0.00 0.00 LR-UL diag -2.01 -0.15 14.30 -15.60 14.79 -14.27 0.00 0.00 Bot chord 1.83 -0.14 16.85 -10.00 15.30 -16.83 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 35 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 32.12 208.33 0.154 36.28 205.61 0.176 UR-LL diag 34.75 143.75 0.242 31.23 103.13 0.303 LR-UL diag 29.30 143.75 0.204 36.68 103.13 0.356 Bot chord 38.79 261.49 0.148 34.34 259.37 0.132 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 24.71 208.33 0.119 27.91 205.61 0.136 UR-LL diag 26.73 143.75 0.186 24.02 103.13 0.233 LR-UL diag 22.54 143.75 0.157 28.22 103.13 0.274 Bot chord 29.84 261.49 0.114 26.42 259.37 0.102 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 3.47 16.00 0.217 14.95 -15.19 UR-LL diag 1.24 16.00 0.078 3.10 -4.24 LR-UL diag 1.24 16.00 0.078 3.10 -4.24 Bot chord 2.97 16.00 0.185 16.24 -15.99 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 35 Girder 7 Shapes Brace 35 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 36 Girder 7 Shapes Brace 36 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 36 - HS Girder 7 Forces - HS Forces on Brace 36 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.41 -0.06 12.53 -12.93 0.00 Concurrent Mom -56.60 111.93 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 24.35 0.26 115.96 -97.34 0.00 Concurrent shear -12.68 12.27 k Moment from fatigue trk 4.97 -36.62 Concurrent Shr 0.49 0.30 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 14.77 -0.15 94.96 -78.29 0.00 Concurrent shear -9.35 3.70 k Moment from fatigue trk 77.57 -65.85 Concurrent Shr -1.90 1.41 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -4.29 0.00 9.80 -13.83 14.74 -12.57 0.00 0.00 UR-LL diag 1.61 0.08 15.76 -15.74 15.72 -16.70 0.00 0.00 LR-UL diag -1.94 -0.08 15.77 -16.70 15.76 -15.74 0.00 0.00 Bot chord 4.59 0.00 14.79 -10.47 13.44 -15.76 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 36 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 26.43 208.33 0.127 35.60 205.61 0.173 UR-LL diag 36.40 143.75 0.253 34.07 103.13 0.330 LR-UL diag 31.62 143.75 0.220 38.88 103.13 0.377 Bot chord 38.07 261.49 0.146 28.26 259.37 0.109 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 20.33 208.33 0.098 27.39 205.61 0.133 UR-LL diag 28.00 143.75 0.195 26.21 103.13 0.254 LR-UL diag 24.32 143.75 0.169 29.91 103.13 0.290 Bot chord 29.28 261.49 0.112 21.74 259.37 0.084 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 3.51 16.00 0.219 14.29 -16.57 UR-LL diag 0.90 16.00 0.056 2.31 -3.01 LR-UL diag 1.04 16.00 0.065 2.31 -3.01 Bot chord 3.07 16.00 0.192 17.71 -15.28 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 36 Girder 7 Shapes Brace 36 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 37 Girder 7 Shapes Brace 37 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 37 - HS Girder 7 Forces - HS Forces on Brace 37 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -4.36 -0.39 11.99 -13.44 0.00 Concurrent Mom -52.59 114.04 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 48.20 2.54 119.86 -87.98 0.00 Concurrent shear -12.64 11.78 k Moment from fatigue trk 3.71 -36.66 Concurrent Shr 0.40 0.38 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 18.65 -0.11 95.11 -75.05 0.00 Concurrent shear -9.78 3.71 k Moment from fatigue trk 77.96 -62.36 Concurrent Shr -4.33 1.92 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -6.76 -0.18 8.09 -14.81 13.95 -12.51 0.00 0.00 UR-LL diag 5.22 0.48 16.40 -15.07 15.02 -17.34 0.00 0.00 LR-UL diag -5.73 -0.50 15.09 -17.34 16.40 -15.07 0.00 0.00 Bot chord 7.23 0.19 15.84 -8.65 13.38 -14.92 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 37 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 21.27 208.33 0.102 41.17 205.61 0.200 UR-LL diag 43.01 143.75 0.299 30.24 103.13 0.293 LR-UL diag 27.51 143.75 0.191 45.74 103.13 0.444 Bot chord 44.02 261.49 0.168 22.74 259.37 0.088 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 16.36 208.33 0.079 31.67 205.61 0.154 UR-LL diag 33.09 143.75 0.230 23.26 103.13 0.226 LR-UL diag 21.16 143.75 0.147 35.18 103.13 0.341 Bot chord 33.86 261.49 0.129 17.49 259.37 0.067 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 3.07 16.00 0.192 12.88 -13.96 UR-LL diag 2.13 16.00 0.133 4.91 -5.96 LR-UL diag 2.13 16.00 0.133 4.91 -5.96 Bot chord 2.66 16.00 0.166 14.92 -13.77 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 37 Girder 7 Shapes Brace 37 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 38 Girder 7 Shapes Brace 38 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 38 - HS Girder 7 Forces - HS Forces on Brace 38 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -3.68 -0.36 10.71 -12.48 0.00 Concurrent Mom -25.65 87.76 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 46.52 2.78 106.56 -72.15 0.00 Concurrent shear -11.37 9.68 k Moment from fatigue trk 2.49 -31.00 Concurrent Shr 0.22 0.77 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 21.58 0.35 90.95 -65.06 0.00 Concurrent shear -8.92 10.69 k Moment from fatigue trk 73.29 -51.46 Concurrent Shr -3.52 5.68 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -7.11 -0.27 6.61 -13.02 3.77 -11.98 0.00 0.00 UR-LL diag 4.35 0.44 15.40 -13.66 13.56 -15.94 0.00 0.00 LR-UL diag -4.89 -0.46 13.23 -15.94 15.40 -13.66 0.00 0.00 Bot chord 7.60 0.29 13.92 -7.07 12.81 -4.03 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 38 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 4.75 208.33 0.023 37.85 205.58 0.184 UR-LL diag 39.65 143.75 0.276 28.38 103.10 0.275 LR-UL diag 26.47 143.75 0.184 41.56 103.10 0.403 Bot chord 40.47 261.49 0.155 5.08 259.33 0.020 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 3.65 208.33 0.018 29.12 205.58 0.142 UR-LL diag 30.50 143.75 0.212 21.83 103.10 0.212 LR-UL diag 20.36 143.75 0.142 31.97 103.10 0.310 Bot chord 31.13 261.49 0.119 3.91 259.33 0.015 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.94 16.00 0.121 6.61 -13.74 UR-LL diag 2.79 16.00 0.174 7.36 -6.90 LR-UL diag 2.79 16.00 0.174 7.36 -6.90 Bot chord 2.34 16.00 0.146 14.69 -7.06 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 38 Girder 7 Shapes Brace 38 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 39 Girder 7 Shapes Brace 39 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 7 To Adjacent Girder - Brace 39 - HS Girder 7 Forces - HS Forces on Brace 39 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.33 0.00 8.48 -8.94 0.00 Concurrent Mom -20.83 52.64 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 12.83 0.45 64.54 -56.22 0.00 Concurrent shear -8.28 7.98 k Moment from fatigue trk 1.11 -18.55 Concurrent Shr 0.16 0.45 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 15.06 0.46 58.77 -45.77 0.00 Concurrent shear -6.35 7.26 k Moment from fatigue trk 46.08 -34.15 Concurrent Shr -3.53 3.69 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chord -3.46 -0.11 4.66 -6.33 2.95 -7.09 0.00 0.00 UR-LL diag -0.54 0.00 11.12 -10.81 10.48 -11.33 0.00 0.00 LR-UL diag 0.28 0.00 10.48 -11.33 11.12 -10.81 0.00 0.00 Bot chord 3.70 0.12 6.77 -4.99 7.59 -3.15 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 39 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 5.49 208.33 0.026 20.04 205.61 0.097 UR-LL diag 23.43 143.75 0.163 25.30 103.12 0.245 LR-UL diag 24.50 143.75 0.170 24.23 103.12 0.235 Bot chord 21.42 261.49 0.082 5.87 259.36 0.023 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 4.22 208.33 0.020 15.41 205.61 0.075 UR-LL diag 18.02 143.75 0.125 19.46 103.12 0.189 LR-UL diag 18.85 143.75 0.131 18.63 103.12 0.181 Bot chord 16.48 261.49 0.063 4.51 259.36 0.017 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.08 16.00 0.067 4.13 -7.17 UR-LL diag 1.64 16.00 0.103 4.78 -4.71 LR-UL diag 1.86 16.00 0.116 4.78 -4.71 Bot chord 1.30 16.00 0.081 7.66 -4.41 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 7 To Adjacent Girder - Brace 39 Girder 7 Shapes Brace 39 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 7 To Adjacent Girder - Brace 40 Girder 7 Shapes Brace 40 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 86.30 75.70 Diagonals: L 4.00 x 4.00 x 0.375 87.87 97.63 Bot chord: L 4.00 x 4.00 x 0.375 136.26 151.40 **** Violation Bottom chord slenderness violation at girder 7 brace 40 Service Forces - Girder 7 To Adjacent Girder - Brace 40 - HS Girder 7 Forces - HS Forces on Brace 40 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.05 0.01 1.45 -1.09 0.00 Concurrent Mom -4.87 4.66 k-ft Moment at Girder 7 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.28 -0.08 5.06 -7.06 0.00 Concurrent shear -1.07 1.45 k Moment from fatigue trk 0.50 -1.67 Concurrent Shr -0.11 0.34 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.19 0.05 6.19 -4.57 0.00 Concurrent shear -1.43 1.08 k Moment from fatigue trk 5.00 -3.77 Concurrent Shr -1.05 0.79 Girder 7 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 7 at adj gd (+) (-) (+) (-) (+) (-) Top chd L -0.05 -0.01 1.51 -2.34 1.22 -1.55 0.00 0.00 Top chd R 0.07 0.02 1.76 -1.26 1.98 -2.34 0.00 0.00 UC-LL diag 0.08 0.02 2.29 -1.72 2.27 -2.29 0.00 0.00 LR-UC diag -0.08 -0.02 1.72 -2.29 2.29 -2.27 0.00 0.00 Bot chord -0.01 0.00 0.56 -0.17 0.56 -0.21 0.00 0.00 Stresses - Girder 7 To Adjacent Girder - Brace 40 - HS Girder 7 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 3.19 109.02 0.029 5.16 82.02 0.063 LR-UC diag 5.11 109.02 0.047 4.85 80.56 0.060 UC-LL diag 4.85 109.02 0.045 5.11 80.56 0.063 Bot chord 1.20 109.02 0.011 0.49 37.48 0.013 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 2.45 109.02 0.023 3.97 82.02 0.048 LR-UC diag 3.93 109.02 0.036 3.73 80.56 0.046 UC-LL diag 3.73 109.02 0.034 3.93 80.56 0.049 Bot chord 0.92 109.02 0.008 0.37 37.48 0.010 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.85 16.00 0.053 1.33 -1.25 UC-LL diag 0.76 16.00 0.047 1.66 -1.66 LR-UC diag 0.76 16.00 0.047 1.66 -1.66 Bot chord 0.01 16.00 0.001 0.03 -0.04 Tension Area Compression Area Top chord 2.18 2.86 Diag 2.18 2.86 Bot chord 2.18 2.86 Shapes - Girder 7 To Adjacent Girder - Brace 40 Girder 7 Shapes Brace 40 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 86.30 75.70 Diagonals: L 4.00 x 4.00 x 0.375 87.87 97.63 Bot chord: L 4.00 x 4.00 x 0.375 136.26 151.40 **** Violation Bottom chord slenderness violation at girder 7 brace 40 Summary of Performance Ratios - Girder 7 - HS (Performance ratios do not include the effect of connection eccentricity.) Bracing forces from loading in lane locations used for forces in associated girder. Combined Stresses Fatigue Stresses Brace Top Diag Bott Top Diag Bott Chord Chord Chord Chord 1 0.062 0.335 0.014 0.045 0.071 0.004 2 0.112 0.244 0.086 0.122 0.144 0.109 3 0.111 0.317 0.103 0.156 0.165 0.140 4 0.118 0.334 0.107 0.129 0.205 0.118 5 0.050 0.261 0.044 0.072 0.160 0.065 6 0.016 0.122 0.014 0.020 0.044 0.012 7 0.079 0.287 0.067 0.057 0.177 0.048 8 0.121 0.491 0.103 0.121 0.262 0.108 9 0.117 0.480 0.099 0.134 0.302 0.121 10 0.138 0.463 0.117 0.124 0.307 0.113 11 0.117 0.428 0.099 0.086 0.235 0.104 12 0.059 0.346 0.050 0.051 0.123 0.062 13 0.013 0.244 0.011 0.003 0.070 0.004 14 0.072 0.285 0.062 0.102 0.097 0.090 15 0.122 0.439 0.105 0.145 0.195 0.132 16 0.159 0.540 0.137 0.161 0.263 0.147 17 0.188 0.572 0.161 0.219 0.104 0.179 18 0.183 0.566 0.157 0.207 0.113 0.167 19 0.143 0.505 0.123 0.153 0.264 0.137 20 0.116 0.380 0.097 0.121 0.204 0.112 21 0.064 0.298 0.053 0.066 0.131 0.062 22 0.017 0.296 0.014 0.001 0.072 0.001 23 0.075 0.276 0.063 0.081 0.086 0.070 24 0.122 0.335 0.102 0.142 0.138 0.127 25 0.225 0.594 0.194 0.151 0.169 0.136 26 0.165 0.577 0.139 0.195 0.110 0.168 27 0.156 0.465 0.131 0.186 0.110 0.154 28 0.159 0.408 0.134 0.196 0.094 0.164 29 0.144 0.349 0.121 0.140 0.156 0.127 30 0.110 0.361 0.093 0.104 0.173 0.096 31 0.059 0.245 0.050 0.059 0.113 0.057 32 0.003 0.039 0.002 0.001 0.013 0.000 33 0.068 0.241 0.057 0.082 0.089 0.072 34 0.126 0.351 0.106 0.132 0.164 0.124 35 0.176 0.356 0.148 0.217 0.078 0.185 36 0.173 0.377 0.146 0.219 0.065 0.192 37 0.200 0.444 0.168 0.192 0.133 0.166 38 0.184 0.403 0.155 0.121 0.174 0.146 39 0.097 0.245 0.082 0.067 0.116 0.081 40 0.063 0.116 0.013 0.053 0.047 0.001 Summary of Rating Factors - Girder 7 - HS Girder 7 Summary of Rating Factors Brace Governing Capacity Dead LL+I Inventory Operating Member Effect Effect 1 diag 97.67 2.06 3.09 14.16 23.60 2 diag 137.10 1.23 14.65 4.26 7.10 3 diag 131.26 2.48 17.67 3.34 5.56 4 diag 124.72 1.27 18.41 3.08 5.13 5 diag 117.45 0.95 13.55 3.95 6.59 6 diag 109.38 4.12 3.68 13.03 21.72 7 diag 109.39 1.08 13.81 3.60 6.01 8 diag 109.39 5.14 21.64 2.19 3.64 9 diag 109.42 1.70 23.17 2.13 3.55 10 diag 109.43 1.21 22.64 2.20 3.66 11 diag 109.41 5.51 18.27 2.58 4.30 12 diag 109.40 11.43 10.59 4.12 6.86 13 diag 103.09 10.67 5.19 7.92 13.20 14 diag 103.11 2.01 12.33 3.75 6.26 15 diag 103.10 4.62 18.08 2.48 4.13 16 diag 103.12 9.86 19.75 2.11 3.51 17 diag 103.12 12.35 19.77 2.03 3.38 18 diag 103.10 11.72 19.86 2.04 3.40 19 diag 103.11 7.56 19.46 2.21 3.68 20 diag 103.10 1.56 17.12 2.72 4.53 21 diag 103.14 5.62 10.81 4.09 6.81 22 diag 103.14 13.70 5.86 6.71 11.19 23 diag 103.12 5.52 9.79 4.52 7.53 24 diag 103.12 0.98 15.34 3.06 5.10 25 diag 103.13 2.14 26.92 1.72 2.86 26 diag 103.12 13.55 19.30 2.04 3.40 27 diag 103.11 8.27 17.13 2.48 4.14 28 diag 103.10 4.65 16.61 2.69 4.49 29 diag 103.11 0.87 16.08 2.92 4.87 30 diag 103.12 3.44 15.09 3.01 5.02 31 diag 103.12 2.82 9.96 4.60 7.67 32 diag 103.12 1.43 1.01 46.29 77.15 33 diag 103.10 0.75 10.97 4.29 7.15 34 diag 103.13 0.85 16.18 2.90 4.84 35 diag 103.13 2.16 15.60 2.96 4.94 36 diag 103.13 2.01 16.70 2.77 4.62 37 diag 103.13 6.22 17.34 2.53 4.21 38 diag 103.10 5.35 15.94 2.78 4.63 39 diag 103.12 0.55 11.33 4.17 6.95 40 top chd 82.02 0.06 2.34 16.13 26.89 Effects shown are service. Ratings are strength based. Summary of Analyses - Girder 7 Girder 7 Summary of Analyses - HS Brace Type Shr Mom Service Load 1 2 3 4 5 (k ) (k-ft) (k ) 1 B 1.59 -3.44 ncomp dead rt -1.30 1.92 0.86 -1.92 0.22 1 B 0.11 -0.25 super dead rt -0.09 0.14 0.06 -0.14 0.02 1 B -2.07 6.32 max ll+i mom rt 1.24 -2.51 -1.58 2.51 0.17 1 B 2.56 -4.80 max ll+i shr rt -2.27 3.09 1.20 -3.09 0.54 1 B 2.55 -7.46 min ll+i mom rt -1.60 3.08 1.86 -3.08 -0.13 1 B -2.08 5.61 min ll+i shr rt 1.42 -2.51 -1.40 2.51 -0.01 1 B -2.55 5.89 max ll+i mom lt -1.47 3.08 1.99 -3.08 -0.26 1 B -2.56 -4.80 max ll+i shr lt 1.20 -3.09 -2.27 3.09 0.54 1 B 2.07 -4.52 min ll+i mom lt 1.13 -2.51 -1.69 2.51 0.28 1 B 2.08 5.61 min ll+i shr lt -1.40 2.51 1.42 -2.51 -0.01 2 E 0.94 -6.93 ncomp dead rt 1.83 -1.29 1.43 -1.96 2 E -0.04 -0.31 super dead rt 0.19 0.06 -0.05 -0.20 2 E -8.33 48.08 max ll+i mom rt -10.30 11.70 -12.50 11.05 2 E 9.40 -23.32 max ll+i shr rt -2.05 -13.73 13.57 2.20 2 E 7.84 -44.90 min ll+i mom rt 9.53 -11.02 11.76 -10.23 2 E -9.95 41.23 min ll+i shr rt -5.14 14.25 -14.65 5.52 2 E -7.42 43.88 max ll+i mom lt -9.64 10.39 -11.15 10.35 2 E -9.40 -23.32 max ll+i shr lt -2.05 -13.73 13.57 2.20 2 E 8.73 -42.27 min ll+i mom lt 7.20 -12.40 12.96 -7.73 2 E 9.95 41.23 min ll+i shr lt -5.14 14.25 -14.65 5.52 3 E 1.47 -5.15 ncomp dead rt 0.08 -2.39 2.39 -0.09 3 E 0.06 -0.29 super dead rt 0.04 -0.09 0.09 -0.05 3 E -9.25 57.61 max ll+i mom rt -11.60 14.63 -15.55 12.48 3 E 10.79 -32.39 max ll+i shr rt -1.84 -17.67 17.53 1.98 3 E 8.85 -52.64 min ll+i mom rt 10.00 -14.05 14.84 -10.75 3 E -10.23 49.39 min ll+i shr rt -6.50 16.43 -16.95 6.99 3 E -9.50 56.41 max ll+i mom lt -10.69 15.08 -15.93 11.50 3 E -10.79 -32.39 max ll+i shr lt -1.84 -17.67 17.53 1.98 3 E 9.47 -50.06 min ll+i mom lt 7.94 -15.13 15.76 -8.54 3 E 10.23 49.39 min ll+i shr lt -6.50 16.43 -16.95 6.99 4 E -0.66 5.36 ncomp dead rt -1.27 1.14 -1.24 1.36 4 E -0.02 0.19 super dead rt -0.06 0.03 -0.03 0.06 4 E -8.72 54.86 max ll+i mom rt -9.59 15.41 -16.19 10.33 4 E 9.78 -23.73 max ll+i shr rt -5.93 -17.96 17.48 6.39 4 E 8.25 -51.41 min ll+i mom rt 8.85 -14.59 15.31 -9.54 4 E -10.15 39.59 min ll+i shr rt -0.45 18.38 -18.41 0.48 4 E -7.43 53.63 max ll+i mom lt -11.20 13.02 -13.92 12.07 4 E -9.78 -23.73 max ll+i shr lt -5.93 -17.96 17.48 6.39 4 E 9.35 -50.93 min ll+i mom lt 6.80 -16.67 17.21 -7.32 4 E 10.15 39.59 min ll+i shr lt -0.45 18.38 -18.41 0.48 5 E -0.43 2.28 ncomp dead rt -0.20 0.86 -0.87 0.22 5 E -0.04 0.19 super dead rt -0.01 0.07 -0.07 0.01 5 E -6.00 36.12 max ll+i mom rt -4.78 11.77 -12.16 5.16 5 E 6.44 -17.10 max ll+i shr rt -4.42 -13.02 12.66 4.76 5 E 5.69 -34.43 min ll+i mom rt 4.63 -11.14 11.52 -5.00 5 E -6.81 27.15 min ll+i shr rt 0.67 13.60 -13.55 -0.72 5 E -5.85 33.46 max ll+i mom lt -3.90 11.49 -11.81 4.21 5 E -6.44 -17.10 max ll+i shr lt -4.42 -13.02 12.66 4.76 5 E 6.09 -35.22 min ll+i mom lt 4.23 -11.96 12.30 -4.56 5 E 6.81 27.15 min ll+i shr lt 0.67 13.60 -13.55 -0.72 6 E -1.79 4.27 ncomp dead rt 1.75 3.96 -3.81 -1.89 6 E -0.14 0.35 super dead rt 0.14 0.32 -0.31 -0.15 6 E -1.57 7.93 max ll+i mom rt -0.30 3.40 -3.43 0.32 6 E 1.42 -7.33 max ll+i shr rt 0.34 -3.08 3.11 -0.36 6 E 1.42 -5.45 min ll+i mom rt -0.49 -3.11 3.07 0.53 6 E -1.69 7.36 min ll+i shr rt 0.21 3.70 -3.68 -0.22 6 E -1.37 8.65 max ll+i mom lt -1.02 2.94 -3.02 1.11 6 E -1.42 -7.33 max ll+i shr lt 0.34 -3.08 3.11 -0.36 6 E 1.66 -8.52 min ll+i mom lt 0.38 -3.59 3.62 -0.41 6 E 1.69 7.36 min ll+i shr lt 0.21 3.70 -3.68 -0.22 7 E -0.40 4.76 ncomp dead rt -1.29 0.81 -0.91 1.40 7 E -0.08 0.18 super dead rt 0.08 0.17 -0.16 -0.08 7 E -6.16 35.85 max ll+i mom rt -3.26 13.26 -13.53 3.52 7 E 6.03 -12.48 max ll+i shr rt -6.79 -13.41 12.85 7.33 7 E 5.55 -35.84 min ll+i mom rt 4.49 -11.90 12.27 -4.85 7 E -6.34 29.68 min ll+i shr rt -0.16 13.80 -13.81 0.17 7 E -5.69 34.85 max ll+i mom lt -3.76 12.24 -12.54 4.06 7 E -6.03 -12.48 max ll+i shr lt -6.79 -13.41 12.85 7.33 7 E 5.87 -35.41 min ll+i mom lt 3.64 -12.63 12.93 -3.93 7 E 6.34 29.68 min ll+i shr lt -0.16 13.80 -13.81 0.17 8 E -2.08 13.80 ncomp dead rt -1.84 4.46 -4.61 1.99 8 E -0.25 0.81 super dead rt 0.15 0.55 -0.53 -0.16 8 E -8.69 61.18 max ll+i mom rt -9.26 18.53 -19.29 10.00 8 E 8.20 -24.32 max ll+i shr rt -5.97 -18.08 17.59 6.45 8 E 7.12 -51.66 min ll+i mom rt 8.28 -15.14 15.82 -8.94 8 E -9.92 49.09 min ll+i shr rt -1.43 21.52 -21.64 1.55 8 E -6.07 51.71 max ll+i mom lt -10.43 12.77 -13.63 11.27 8 E -8.20 -24.32 max ll+i shr lt -5.97 -18.08 17.59 6.45 8 E 8.67 -55.16 min ll+i mom lt 6.65 -18.60 19.15 -7.18 8 E 9.92 49.09 min ll+i shr lt -1.43 21.52 -21.64 1.55 9 E -0.54 7.74 ncomp dead rt -2.31 1.09 -1.28 2.49 9 E -0.20 0.59 super dead rt 0.15 0.44 -0.43 -0.16 9 E -10.35 69.68 max ll+i mom rt -9.63 22.13 -22.92 10.40 9 E 8.93 -30.97 max ll+i shr rt -4.53 -19.61 19.24 4.89 9 E 7.94 -55.47 min ll+i mom rt 8.29 -16.92 17.60 -8.96 9 E -10.62 52.74 min ll+i shr rt -1.63 23.03 -23.17 1.76 9 E -7.91 58.70 max ll+i mom lt -9.78 16.80 -17.60 10.56 9 E -8.93 -30.97 max ll+i shr lt -4.53 -19.61 19.24 4.89 9 E 9.68 -60.25 min ll+i mom lt 6.85 -20.77 21.33 -7.40 9 E 10.62 52.74 min ll+i shr lt -1.63 23.03 -23.17 1.76 10 E 0.60 3.26 ncomp dead rt -2.67 -1.42 1.20 2.88 10 E -0.10 0.27 super dead rt 0.07 0.21 -0.20 -0.08 10 E -9.63 67.77 max ll+i mom rt -10.27 20.52 -21.37 11.09 10 E 8.93 -31.07 max ll+i shr rt -4.49 -19.61 19.25 4.85 10 E 7.80 -54.99 min ll+i mom rt 8.36 -16.62 17.31 -9.02 10 E -10.37 52.28 min ll+i shr rt -1.93 22.48 -22.64 2.09 10 E -6.84 57.74 max ll+i mom lt -11.53 14.40 -15.34 12.45 10 E -8.93 -31.07 max ll+i shr lt -4.49 -19.61 19.25 4.85 10 E 9.63 -58.24 min ll+i mom lt 6.06 -20.70 21.20 -6.54 10 E 10.37 52.28 min ll+i shr lt -1.93 22.48 -22.64 2.09 11 E 2.37 -3.53 ncomp dead rt -3.26 -5.28 5.01 3.52 11 E 0.11 -0.31 super dead rt -0.08 -0.23 0.23 0.09 11 E -7.42 52.78 max ll+i mom rt -8.16 15.80 -16.47 8.82 11 E 7.54 -25.56 max ll+i shr rt -4.09 -16.58 16.24 4.42 11 E 6.66 -46.42 min ll+i mom rt 6.91 -14.20 14.76 -7.46 11 E -8.38 41.32 min ll+i shr rt -1.16 18.17 -18.27 1.25 11 E -5.48 45.89 max ll+i mom lt -9.07 11.55 -12.29 9.79 11 E -7.54 -25.56 max ll+i shr lt -4.09 -16.58 16.24 4.42 11 E 7.48 -46.19 min ll+i mom lt 5.12 -16.07 16.49 -5.53 11 E 8.38 41.32 min ll+i shr lt -1.16 18.17 -18.27 1.25 12 E 4.79 -13.68 ncomp dead rt -3.73 -10.58 10.28 4.03 12 E 0.38 -1.19 super dead rt -0.25 -0.84 0.82 0.27 12 E -4.03 25.29 max ll+i mom rt -2.94 8.65 -8.89 3.18 12 E 4.84 -18.89 max ll+i shr rt -1.52 -10.59 10.46 1.65 12 E 4.20 -28.13 min ll+i mom rt 3.85 -8.97 9.29 -4.16 12 E -4.16 19.79 min ll+i shr rt -0.25 9.04 -9.06 0.27 12 E -4.48 27.99 max ll+i mom lt -3.22 9.61 -9.87 3.48 12 E -4.84 -18.89 max ll+i shr lt -1.52 -10.59 10.46 1.65 12 E 3.75 -23.50 min ll+i mom lt 2.71 -8.06 8.28 -2.93 12 E 4.16 19.79 min ll+i shr lt -0.25 9.04 -9.06 0.27 13 E 7.74 -28.62 ncomp dead rt -1.72 -9.78 9.65 1.83 13 E 0.70 -2.64 super dead rt -0.15 -0.89 0.88 0.16 13 E -1.31 5.21 max ll+i mom rt 0.20 1.65 -1.63 -0.21 13 E 4.13 -18.56 max ll+i shr rt -0.13 -5.19 5.18 0.14 13 E 4.13 -18.63 min ll+i mom rt -0.11 -5.19 5.18 0.12 13 E -1.36 4.87 min ll+i shr rt 0.34 1.72 -1.70 -0.37 13 E -4.10 17.71 max ll+i mom lt 0.30 5.16 -5.14 -0.32 13 E -4.13 -18.56 max ll+i shr lt -0.13 -5.19 5.18 0.14 13 E 1.36 -6.44 min ll+i mom lt 0.04 -1.71 1.71 -0.04 13 E 1.36 4.87 min ll+i shr lt 0.34 1.72 -1.70 -0.37 14 E 1.49 -9.54 ncomp dead rt 0.64 -1.84 1.89 -0.69 14 E 0.13 -1.05 super dead rt 0.10 -0.16 0.17 -0.11 14 E -9.17 66.32 max ll+i mom rt -5.77 11.30 -11.73 6.17 14 E 9.72 -29.58 max ll+i shr rt -3.69 -12.33 12.06 3.94 14 E 9.26 -69.73 min ll+i mom rt 6.50 -11.37 11.86 -6.95 14 E -9.81 43.95 min ll+i shr rt 0.33 12.33 -12.30 -0.35 14 E -8.63 57.94 max ll+i mom lt -4.36 10.66 -10.99 4.66 14 E -9.72 -29.58 max ll+i shr lt -3.69 -12.33 12.06 3.94 14 E 8.86 -57.35 min ll+i mom lt 3.96 -10.97 11.27 -4.23 14 E 9.81 43.95 min ll+i shr lt 0.33 12.33 -12.30 -0.35 15 E -3.44 4.80 ncomp dead rt 2.67 4.42 -4.21 -2.85 15 E -0.34 -0.06 super dead rt 0.39 0.44 -0.41 -0.42 15 E -13.41 111.15 max ll+i mom rt -11.85 16.39 -17.28 12.67 15 E 11.94 -44.88 max ll+i shr rt -2.47 -15.08 14.89 2.64 15 E 11.83 -95.80 min ll+i mom rt 9.91 -14.48 15.23 -10.59 15 E -14.35 73.52 min ll+i shr rt -1.74 17.95 -18.08 1.86 15 E -8.20 87.48 max ll+i mom lt -11.94 9.85 -10.75 12.77 15 E -11.94 -44.88 max ll+i shr lt -2.47 -15.08 14.89 2.64 15 E 13.16 -83.80 min ll+i mom lt 5.54 -16.32 16.73 -5.92 15 E 14.35 73.52 min ll+i shr lt -1.74 17.95 -18.08 1.86 16 E -7.33 14.55 ncomp dead rt 4.65 9.37 -9.02 -4.97 16 E -0.69 0.46 super dead rt 0.65 0.89 -0.84 -0.70 16 E -14.17 133.22 max ll+i mom rt -16.32 17.17 -18.40 17.45 16 E 12.07 -50.35 max ll+i shr rt -1.30 -15.20 15.10 1.39 16 E 11.93 -105.34 min ll+i mom rt 12.10 -14.52 15.43 -12.94 16 E -15.63 85.97 min ll+i shr rt -3.31 19.50 -19.75 3.54 16 E -9.01 95.22 max ll+i mom lt -12.91 10.83 -11.80 13.80 16 E -12.07 -50.35 max ll+i shr lt -1.30 -15.20 15.10 1.39 16 E 13.33 -91.39 min ll+i mom lt 7.18 -16.46 17.00 -7.68 16 E 15.63 85.97 min ll+i shr lt -3.31 19.50 -19.75 3.54 17 E -9.19 18.80 ncomp dead rt 5.70 11.75 -11.32 -6.10 17 E -0.84 0.57 super dead rt 0.80 1.09 -1.03 -0.85 17 E -14.90 138.64 max ll+i mom rt -16.81 18.07 -19.34 17.98 17 E 11.45 -58.41 max ll+i shr rt 1.33 -14.32 14.42 -1.42 17 E 11.43 -111.36 min ll+i mom rt 14.11 -13.81 14.88 -15.08 17 E -15.58 95.47 min ll+i shr rt -5.66 19.34 -19.77 6.05 17 E -7.25 90.51 max ll+i mom lt -13.73 8.59 -9.62 14.68 17 E -11.45 -58.41 max ll+i shr lt 1.33 -14.32 14.42 -1.42 17 E 14.45 -92.24 min ll+i mom lt 6.14 -17.91 18.37 -6.56 17 E 15.58 95.47 min ll+i shr lt -5.66 19.34 -19.77 6.05 18 E -8.74 17.58 ncomp dead rt 5.49 11.17 -10.76 -5.87 18 E -0.79 0.38 super dead rt 0.78 1.02 -0.96 -0.84 18 E -15.15 137.03 max ll+i mom rt -16.15 18.41 -19.62 17.27 18 E 11.36 -57.49 max ll+i shr rt 1.21 -14.21 14.30 -1.29 18 E 11.34 -109.72 min ll+i mom rt 13.81 -13.72 14.76 -14.76 18 E -15.65 95.49 min ll+i shr rt -5.58 19.44 -19.86 5.97 18 E -7.55 88.11 max ll+i mom lt -12.82 9.00 -9.97 13.70 18 E -11.36 -57.49 max ll+i shr lt 1.21 -14.21 14.30 -1.29 18 E 14.46 -91.04 min ll+i mom lt 5.84 -17.93 18.37 -6.25 18 E 15.65 95.49 min ll+i shr lt -5.58 19.44 -19.86 5.97 19 E -5.64 11.37 ncomp dead rt 3.54 7.22 -6.95 -3.79 19 E -0.50 -0.03 super dead rt 0.57 0.65 -0.61 -0.61 19 E -14.15 129.53 max ll+i mom rt -15.45 17.18 -18.35 16.52 19 E 11.87 -49.42 max ll+i shr rt -1.31 -14.95 14.85 1.40 19 E 11.87 -101.68 min ll+i mom rt 11.28 -14.48 15.33 -12.06 19 E -15.36 91.30 min ll+i shr rt -4.90 19.09 -19.46 5.24 19 E -8.68 90.64 max ll+i mom lt -12.18 10.43 -11.35 13.02 19 E -11.87 -49.42 max ll+i shr lt -1.31 -14.95 14.85 1.40 19 E 13.87 -85.23 min ll+i mom lt 5.10 -17.22 17.60 -5.45 19 E 15.36 91.30 min ll+i shr lt -4.90 19.09 -19.46 5.24 20 E -1.19 0.31 ncomp dead rt 1.25 1.54 -1.44 -1.33 20 E -0.10 -0.71 super dead rt 0.28 0.13 -0.11 -0.30 20 E -12.03 104.94 max ll+i mom rt -11.90 14.65 -15.54 12.72 20 E 11.13 -39.91 max ll+i shr rt -2.78 -14.08 13.87 2.97 20 E 10.97 -88.59 min ll+i mom rt 9.13 -13.42 14.11 -9.77 20 E -13.56 74.43 min ll+i shr rt -2.84 16.91 -17.12 3.04 20 E -8.23 80.46 max ll+i mom lt -10.22 9.95 -10.72 10.92 20 E -11.13 -39.91 max ll+i shr lt -2.78 -14.08 13.87 2.97 20 E 12.03 -75.33 min ll+i mom lt 4.76 -14.92 15.28 -5.08 20 E 13.56 74.43 min ll+i shr lt -2.84 16.91 -17.12 3.04 21 E 4.07 -16.06 ncomp dead rt -0.65 -5.13 5.08 0.70 21 E 0.39 -1.83 super dead rt 0.01 -0.49 0.49 -0.01 21 E -8.06 58.53 max ll+i mom rt -5.13 9.92 -10.31 5.49 21 E 8.65 -45.43 max ll+i shr rt 1.32 -10.81 10.91 -1.41 21 E 8.41 -61.76 min ll+i mom rt 5.52 -10.35 10.77 -5.90 21 E -8.46 41.70 min ll+i shr rt -0.64 10.59 -10.64 0.68 21 E -6.07 51.40 max ll+i mom lt -5.63 7.40 -7.82 6.02 21 E -8.65 -45.43 max ll+i shr lt 1.32 -10.81 10.91 -1.41 21 E 7.61 -47.52 min ll+i mom lt 2.98 -9.43 9.66 -3.19 21 E 8.46 41.70 min ll+i shr lt -0.64 10.59 -10.64 0.68 22 E 9.91 -36.70 ncomp dead rt -2.18 -12.52 12.35 2.34 22 E 0.94 -3.48 super dead rt -0.20 -1.18 1.17 0.22 22 E -1.40 6.11 max ll+i mom rt 0.09 1.76 -1.75 -0.09 22 E 4.66 -20.84 max ll+i shr rt -0.17 -5.86 5.85 0.18 22 E 4.66 -21.93 min ll+i mom rt 0.10 -5.84 5.85 -0.11 22 E -1.44 5.67 min ll+i shr rt 0.23 1.81 -1.79 -0.25 22 E -4.58 19.42 max ll+i mom lt 0.42 5.76 -5.73 -0.45 22 E -4.66 -20.84 max ll+i shr lt -0.17 -5.86 5.85 0.18 22 E 1.43 -6.53 min ll+i mom lt -0.02 -1.80 1.80 0.02 22 E 1.44 5.67 min ll+i shr lt 0.23 1.81 -1.79 -0.25 23 E 4.04 -15.14 ncomp dead rt -0.85 -5.10 5.04 0.91 23 E 0.33 -1.43 super dead rt -0.02 -0.42 0.41 0.03 23 E -7.13 52.09 max ll+i mom rt -4.62 8.77 -9.12 4.94 23 E 7.74 -27.94 max ll+i shr rt -1.89 -9.79 9.65 2.02 23 E 7.40 -52.62 min ll+i mom rt 4.44 -9.13 9.46 -4.74 23 E -7.67 37.59 min ll+i shr rt -0.52 9.61 -9.65 0.55 23 E -5.14 51.16 max ll+i mom lt -6.60 6.21 -6.70 7.06 23 E -7.74 -27.94 max ll+i shr lt -1.89 -9.79 9.65 2.02 23 E 7.24 -46.21 min ll+i mom lt 3.08 -8.97 9.20 -3.29 23 E 7.67 37.59 min ll+i shr lt -0.52 9.61 -9.65 0.55 24 E -0.63 1.37 ncomp dead rt 0.37 0.80 -0.78 -0.40 24 E -0.17 -0.02 super dead rt 0.19 0.22 -0.20 -0.20 24 E -10.68 91.54 max ll+i mom rt -10.17 13.02 -13.78 10.88 24 E 9.83 -41.29 max ll+i shr rt -1.00 -12.38 12.31 1.07 24 E 9.22 -78.94 min ll+i mom rt 8.75 -11.25 11.91 -9.36 24 E -12.15 66.50 min ll+i shr rt -2.50 15.15 -15.34 2.68 24 E -6.82 80.70 max ll+i mom lt -11.85 8.12 -9.01 12.67 24 E -9.83 -41.29 max ll+i shr lt -1.00 -12.38 12.31 1.07 24 E 11.72 -74.65 min ll+i mom lt 4.94 -14.53 14.90 -5.28 24 E 12.15 66.50 min ll+i shr lt -2.50 15.15 -15.34 2.68 25 E -1.58 -0.55 ncomp dead rt 1.89 2.05 -1.91 -2.02 25 E -0.19 -0.92 super dead rt 0.44 0.26 -0.23 -0.47 25 E -20.37 186.57 max ll+i mom rt -22.27 24.73 -26.41 23.82 25 E 21.00 -165.57 max ll+i shr rt 16.52 -25.73 26.97 -17.67 25 E 20.74 -179.82 min ll+i mom rt 20.24 -25.26 26.79 -21.64 25 E -20.84 180.76 min ll+i shr rt -20.36 25.39 -26.92 21.76 25 E -12.03 81.27 max ll+i mom lt -6.20 14.86 -15.33 6.62 25 E -21.00 -165.57 max ll+i shr lt 16.52 -25.73 26.97 -17.67 25 E 15.73 -79.83 min ll+i mom lt 1.72 -19.68 19.81 -1.84 25 E 20.84 180.76 min ll+i shr lt -20.36 25.39 -26.92 21.76 26 E -9.80 43.80 ncomp dead rt 0.35 12.31 -12.28 -0.37 26 E -1.02 3.20 super dead rt 0.36 1.29 -1.27 -0.39 26 E -14.15 131.99 max ll+i mom rt -16.05 17.16 -18.37 17.16 26 E 10.60 -44.82 max ll+i shr rt -0.99 -13.34 13.26 1.06 26 E 10.59 -99.87 min ll+i mom rt 12.28 -12.82 13.75 -13.13 26 E -15.22 92.73 min ll+i shr rt -5.40 18.90 -19.30 5.78 26 E -7.50 87.44 max ll+i mom lt -12.71 8.94 -9.90 13.59 26 E -10.60 -44.82 max ll+i shr lt -0.99 -13.34 13.26 1.06 26 E 14.28 -87.57 min ll+i mom lt 5.20 -17.73 18.12 -5.56 26 E 15.22 92.73 min ll+i shr lt -5.40 18.90 -19.30 5.78 27 E -5.93 23.55 ncomp dead rt 0.93 7.48 -7.41 -0.99 27 E -0.70 1.51 super dead rt 0.41 0.89 -0.86 -0.44 27 E -13.05 124.84 max ll+i mom rt -15.55 15.79 -16.97 16.62 27 E 9.95 -42.19 max ll+i shr rt -0.90 -12.52 12.45 0.97 27 E 9.93 -97.98 min ll+i mom rt 12.55 -11.99 12.94 -13.42 27 E -13.49 84.14 min ll+i shr rt -5.26 16.73 -17.13 5.62 27 E -7.25 85.00 max ll+i mom lt -12.40 8.64 -9.57 13.26 27 E -9.95 -42.19 max ll+i shr lt -0.90 -12.52 12.45 0.97 27 E 12.40 -82.29 min ll+i mom lt 6.02 -15.34 15.80 -6.44 27 E 13.49 84.14 min ll+i shr lt -5.26 16.73 -17.13 5.62 28 E -3.32 10.37 ncomp dead rt 1.19 4.21 -4.12 -1.27 28 E -0.44 0.39 super dead rt 0.40 0.57 -0.54 -0.42 28 E -12.11 122.45 max ll+i mom rt -16.02 14.60 -15.81 17.13 28 E 10.75 -38.21 max ll+i shr rt -2.76 -13.60 13.39 2.95 28 E 10.68 -98.69 min ll+i mom rt 11.89 -12.96 13.85 -12.71 28 E -13.08 80.50 min ll+i shr rt -4.83 16.24 -16.61 5.16 28 E -6.88 85.75 max ll+i mom lt -13.00 8.15 -9.13 13.90 28 E -10.75 -38.21 max ll+i shr lt -2.76 -13.60 13.39 2.95 28 E 11.70 -78.39 min ll+i mom lt 5.86 -14.46 14.90 -6.27 28 E 13.08 80.50 min ll+i shr lt -4.83 16.24 -16.61 5.16 29 E -0.57 -0.22 ncomp dead rt 0.68 0.74 -0.69 -0.73 29 E -0.16 -0.43 super dead rt 0.28 0.21 -0.19 -0.30 29 E -11.69 113.20 max ll+i mom rt -14.26 14.13 -15.21 15.25 29 E 11.37 -35.88 max ll+i shr rt -4.01 -14.43 14.13 4.29 29 E 11.22 -93.32 min ll+i mom rt 9.99 -13.71 14.46 -10.68 29 E -12.71 72.03 min ll+i shr rt -3.21 15.83 -16.08 3.43 29 E -8.16 83.94 max ll+i mom lt -11.14 9.82 -10.66 11.91 29 E -11.37 -35.88 max ll+i shr lt -4.01 -14.43 14.13 4.29 29 E 11.29 -72.99 min ll+i mom lt 5.02 -13.98 14.36 -5.37 29 E 12.71 72.03 min ll+i shr lt -3.21 15.83 -16.08 3.43 30 E 2.56 -10.68 ncomp dead rt -0.28 -3.23 3.20 0.30 30 E 0.17 -1.22 super dead rt 0.10 -0.21 0.22 -0.11 30 E -10.70 92.34 max ll+i mom rt -10.33 13.05 -13.83 11.05 30 E 11.10 -30.22 max ll+i shr rt -5.07 -14.13 13.74 5.43 30 E 10.89 -80.21 min ll+i mom rt 7.21 -13.39 13.94 -7.70 30 E -11.97 63.15 min ll+i shr rt -1.90 14.95 -15.09 2.03 30 E -8.08 74.99 max ll+i mom lt -9.07 9.80 -10.49 9.70 30 E -11.10 -30.22 max ll+i shr lt -5.07 -14.13 13.74 5.43 30 E 10.95 -65.54 min ll+i mom lt 3.61 -13.61 13.88 -3.86 30 E 11.97 63.15 min ll+i shr lt -1.90 14.95 -15.09 2.03 31 E 2.07 -8.54 ncomp dead rt -0.24 -2.60 2.59 0.26 31 E 0.18 -0.88 super dead rt 0.02 -0.22 0.22 -0.02 31 E -7.55 52.78 max ll+i mom rt -4.31 9.31 -9.64 4.61 31 E 7.92 -34.29 max ll+i shr rt -0.55 -9.96 9.92 0.59 31 E 7.63 -52.85 min ll+i mom rt 4.25 -9.41 9.73 -4.54 31 E -7.72 37.04 min ll+i shr rt -0.33 9.67 -9.70 0.36 31 E -5.50 48.01 max ll+i mom lt -5.45 6.70 -7.11 5.82 31 E -7.92 -34.29 max ll+i shr lt -0.55 -9.96 9.92 0.59 31 E 6.88 -41.97 min ll+i mom lt 2.46 -8.54 8.73 -2.63 31 E 7.72 37.04 min ll+i shr lt -0.33 9.67 -9.70 0.36 32 E 1.04 -5.13 ncomp dead rt 0.08 -1.30 1.31 -0.08 32 E 0.11 -0.52 super dead rt 0.01 -0.13 0.13 -0.01 32 E -0.43 2.00 max ll+i mom rt -0.01 0.54 -0.54 0.01 32 E 0.80 -3.94 max ll+i shr rt 0.05 -1.01 1.01 -0.06 32 E 0.80 -4.31 min ll+i mom rt 0.14 -1.00 1.02 -0.15 32 E -0.43 1.90 min ll+i shr rt 0.02 0.54 -0.54 -0.02 32 E -0.78 2.79 max ll+i mom lt 0.20 0.99 -0.98 -0.21 32 E -0.80 -3.94 max ll+i shr lt 0.05 -1.01 1.01 -0.06 32 E 0.43 -1.76 min ll+i mom lt -0.06 -0.54 0.54 0.06 32 E 0.43 1.90 min ll+i shr lt 0.02 0.54 -0.54 -0.02 33 E -0.56 4.09 ncomp dead rt -0.36 0.69 -0.72 0.39 33 E -0.03 -0.07 super dead rt 0.05 0.04 -0.04 -0.05 33 E -8.00 59.15 max ll+i mom rt -5.35 9.84 -10.24 5.72 33 E 8.22 -25.06 max ll+i shr rt -3.11 -10.43 10.20 3.33 33 E 8.09 -58.31 min ll+i mom rt 5.04 -9.97 10.35 -5.39 33 E -8.71 43.92 min ll+i shr rt -0.88 10.91 -10.97 0.94 33 E -5.24 50.15 max ll+i mom lt -6.25 6.34 -6.81 6.69 33 E -8.22 -25.06 max ll+i shr lt -3.11 -10.43 10.20 3.33 33 E 7.89 -48.27 min ll+i mom lt 2.84 -9.80 10.01 -3.04 33 E 8.71 43.92 min ll+i shr lt -0.88 10.91 -10.97 0.94 34 E -0.62 5.09 ncomp dead rt -0.53 0.76 -0.80 0.57 34 E -0.04 -0.35 super dead rt 0.13 0.06 -0.05 -0.14 34 E -10.98 99.00 max ll+i mom rt -11.63 13.35 -14.22 12.43 34 E 12.05 -44.31 max ll+i shr rt -2.73 -15.23 15.02 2.92 34 E 11.66 -86.63 min ll+i mom rt 7.90 -14.33 14.93 -8.45 34 E -12.64 93.72 min ll+i shr rt -8.51 15.54 -16.18 9.10 34 E -7.27 82.21 max ll+i mom lt -11.71 8.69 -9.57 12.52 34 E -12.05 -44.31 max ll+i shr lt -2.73 -15.23 15.02 2.92 34 E 10.00 -70.38 min ll+i mom lt 5.83 -12.33 12.77 -6.23 34 E 12.64 93.72 min ll+i shr lt -8.51 15.54 -16.18 9.10 35 E -1.55 14.28 ncomp dead rt -1.72 1.88 -2.01 1.83 35 E -0.12 0.01 super dead rt 0.13 0.16 -0.15 -0.14 35 E -10.17 112.39 max ll+i mom rt -15.76 12.17 -13.35 16.85 35 E 11.38 -54.42 max ll+i shr rt 0.45 -14.27 14.30 -0.48 35 E 10.93 -89.33 min ll+i mom rt 9.36 -13.36 14.07 -10.00 35 E -12.11 100.94 min ll+i shr rt -10.84 14.79 -15.60 11.59 35 E -7.42 93.68 max ll+i mom lt -14.31 8.77 -9.85 15.30 35 E -11.38 -54.42 max ll+i shr lt 0.45 -14.27 14.30 -0.48 35 E 2.50 -76.89 min ll+i mom lt 15.74 -2.54 3.73 -16.83 35 E 12.11 100.94 min ll+i shr lt -10.84 14.79 -15.60 11.59 36 E -1.41 24.35 ncomp dead rt -4.29 1.61 -1.94 4.59 36 E -0.06 0.26 super dead rt 0.00 0.08 -0.08 0.00 36 E -12.68 115.96 max ll+i mom rt -13.83 15.39 -16.43 14.79 36 E 12.53 -56.60 max ll+i shr rt -0.31 -15.74 15.72 0.33 36 E 12.27 -97.34 min ll+i mom rt 9.80 -15.03 15.77 -10.47 36 E -12.93 111.93 min ll+i shr rt -12.57 15.76 -16.70 13.44 36 E -9.35 94.96 max ll+i mom lt -12.47 11.26 -12.21 13.33 36 E -12.53 -56.60 max ll+i shr lt -0.31 -15.74 15.72 0.33 36 E 3.70 -78.29 min ll+i mom lt 14.74 -4.09 5.20 -15.76 36 E 12.93 111.93 min ll+i shr lt -12.57 15.76 -16.70 13.44 37 E -4.36 48.20 ncomp dead rt -6.76 5.22 -5.73 7.23 37 E -0.39 2.54 super dead rt -0.18 0.48 -0.50 0.19 37 E -12.64 119.86 max ll+i mom rt -14.81 15.30 -16.42 15.84 37 E 11.99 -52.59 max ll+i shr rt -0.67 -15.07 15.02 0.72 37 E 11.78 -87.98 min ll+i mom rt 8.09 -14.48 15.09 -8.65 37 E -13.44 114.04 min ll+i shr rt -12.51 16.40 -17.34 13.38 37 E -9.78 95.11 max ll+i mom lt -12.03 11.82 -12.72 12.87 37 E -11.99 -52.59 max ll+i shr lt -0.67 -15.07 15.02 0.72 37 E 3.71 -75.05 min ll+i mom lt 13.95 -4.13 5.18 -14.92 37 E 13.44 114.04 min ll+i shr lt -12.51 16.40 -17.34 13.38 38 E -3.68 46.52 ncomp dead rt -7.11 4.35 -4.89 7.60 38 E -0.36 2.78 super dead rt -0.27 0.44 -0.46 0.29 38 E -11.37 106.56 max ll+i mom rt -13.02 13.78 -14.76 13.92 38 E 10.71 -25.65 max ll+i shr rt -5.74 -13.66 13.23 6.14 38 E 9.68 -72.15 min ll+i mom rt 6.61 -11.90 12.40 -7.07 38 E -12.48 87.76 min ll+i shr rt -7.25 15.40 -15.94 7.75 38 E -8.92 90.95 max ll+i mom lt -11.98 10.74 -11.65 12.81 38 E -10.71 -25.65 max ll+i shr lt -5.74 -13.66 13.23 6.14 38 E 10.69 -65.06 min ll+i mom lt 3.77 -13.28 13.56 -4.03 38 E 12.48 87.76 min ll+i shr lt -7.25 15.40 -15.94 7.75 39 E 0.33 12.83 ncomp dead rt -3.46 -0.54 0.28 3.70 39 E 0.00 0.45 super dead rt -0.11 0.00 0.00 0.12 39 E -8.28 64.54 max ll+i mom rt -6.33 10.15 -10.63 6.77 39 E 8.48 -20.83 max ll+i shr rt -4.42 -10.81 10.48 4.73 39 E 7.98 -56.22 min ll+i mom rt 4.66 -9.84 10.19 -4.99 39 E -8.94 52.64 min ll+i shr rt -2.73 11.12 -11.33 2.92 39 E -6.35 58.77 max ll+i mom lt -7.09 7.70 -8.23 7.59 39 E -8.48 -20.83 max ll+i shr lt -4.42 -10.81 10.48 4.73 39 E 7.26 -45.77 min ll+i mom lt 2.95 -9.00 9.22 -3.15 39 E 8.94 52.64 min ll+i shr lt -2.73 11.12 -11.33 2.92 40 B 0.05 -0.28 ncomp dead rt -0.05 0.08 0.07 -0.08 -0.01 40 B 0.01 -0.08 super dead rt -0.01 0.02 0.02 -0.02 0.00 40 B -1.07 5.06 max ll+i mom rt 1.36 -1.69 -1.26 1.69 -0.05 40 B 1.45 -4.87 max ll+i shr rt -2.34 2.29 1.22 -2.29 0.56 40 B 1.45 -7.06 min ll+i mom rt -1.79 2.29 1.76 -2.29 0.01 40 B -1.09 4.66 min ll+i shr rt 1.51 -1.72 -1.16 1.72 -0.17 40 B -1.43 6.19 max ll+i mom lt -1.55 2.27 1.98 -2.27 -0.21 40 B -1.45 -4.87 max ll+i shr lt 1.22 -2.29 -2.34 2.29 0.56 40 B 1.08 -4.57 min ll+i mom lt 1.14 -1.70 -1.50 1.70 0.18 40 B 1.09 4.66 min ll+i shr lt -1.16 1.72 1.51 -1.72 -0.17 Key - Type B 1 - Right Top Chd 2 - Left Diag 3 - Left Top Chd 4 - Right Diag 5 - Bot Chd Type E 1 - Top Chd 2 - UR-LL Diag 3 - LR-UL Diag 4 - Bot Chd (-) is compression Right side is connected to girder 7 Factored Combined Forces Summary - Girder 7 Girder 7 Max Combined Member Forces - k Brace Type Top Chord Diagonal Bottom Chord Tens Comp Tens Comp Tens Comp HS 1 B 1.27 -6.75 9.39 -9.39 1.47 -0.25 2 E 23.32 -19.73 32.73 -33.40 21.18 -25.03 3 E 21.87 -25.03 41.29 -41.59 26.93 -23.52 4 E 17.50 -26.03 41.42 -41.63 28.06 -18.86 5 E 9.77 -10.66 30.74 -30.64 11.51 -10.55 6 E 3.29 0.00 13.59 -13.35 0.00 -3.55 7 E 8.16 -16.32 31.22 -31.38 17.63 -8.81 8 E 15.77 -24.85 53.24 -53.67 26.84 -17.03 9 E 15.20 -24.03 51.99 -52.51 25.95 -16.41 10 E 14.77 -28.41 50.10 -50.72 30.68 -15.95 11 E 10.65 -24.03 46.26 -46.83 25.95 -11.50 12 E 3.18 -12.17 37.14 -37.84 13.14 -3.44 13 E 0.00 -2.70 24.94 -25.14 2.89 0.00 14 E 15.07 -11.56 29.44 -29.39 12.36 -16.12 15 E 25.48 -21.95 45.27 -45.26 23.47 -27.25 16 E 33.16 -28.55 55.66 -55.69 30.52 -35.46 17 E 39.08 -28.05 58.69 -58.98 29.99 -41.78 18 E 38.13 -26.91 58.05 -58.35 28.77 -40.77 19 E 29.84 -28.21 51.68 -52.08 30.16 -31.90 20 E 21.82 -23.84 38.88 -39.20 25.49 -23.33 21 E 11.14 -13.07 30.92 -30.77 13.98 -11.91 22 E 0.00 -3.47 30.28 -30.53 3.71 0.00 23 E 8.50 -15.46 28.03 -28.43 16.53 -9.09 24 E 19.73 -25.00 34.22 -34.57 26.73 -21.10 25 E 46.97 -45.34 61.56 -61.22 48.47 -50.22 26 E 27.58 -33.91 58.70 -59.52 36.26 -29.49 27 E 28.99 -32.01 47.21 -47.94 34.23 -31.00 28 E 27.87 -32.72 41.47 -42.10 34.98 -29.80 29 E 22.94 -29.71 35.61 -36.04 31.76 -24.53 30 E 15.42 -22.66 36.91 -37.23 24.23 -16.48 31 E 8.92 -12.12 25.18 -25.30 12.96 -9.54 32 E 0.55 -0.01 4.08 -4.05 0.01 -0.59 33 E 10.54 -13.98 24.63 -24.80 14.95 -11.27 34 E 16.63 -25.95 34.81 -36.24 27.74 -17.78 35 E 32.12 -36.28 34.75 -36.68 38.79 -34.34 36 E 26.43 -35.60 36.40 -38.88 38.07 -28.26 37 E 21.27 -41.17 43.01 -45.74 44.02 -22.74 38 E 4.75 -37.85 39.65 -41.56 40.47 -5.08 39 E 5.49 -20.04 24.50 -25.30 21.42 -5.87 40 B 3.19 -5.16 5.11 -5.11 1.20 -0.49 Fatigue Stress Range Summary - Girder 7 Girder 7 Loading Stress Range - ksi Brace Type Top Chord Diagonal Bottom Chord 1 B 0.73 16.00 0.07 2 E 1.95 2.30 1.74 3 E 2.50 2.65 2.23 4 E 2.07 16.00 1.89 5 E 1.16 2.56 1.05 6 E 0.31 0.71 0.19 7 E 0.91 2.84 0.77 8 E 1.93 4.19 1.74 9 E 2.14 4.83 1.93 10 E 1.99 4.92 1.81 11 E 1.37 3.76 1.67 12 E 0.82 1.96 0.99 13 E 0.05 1.12 0.06 14 E 1.63 1.55 1.43 15 E 2.33 3.12 2.11 16 E 2.58 4.20 2.36 17 E 3.50 1.66 2.86 18 E 3.31 1.80 2.68 19 E 2.45 4.23 2.19 20 E 1.93 3.26 1.79 21 E 1.06 2.09 0.99 22 E 0.01 1.16 0.02 23 E 1.29 1.37 1.12 24 E 2.26 2.21 2.03 25 E 2.42 16.00 2.17 26 E 3.12 1.76 2.69 27 E 2.98 1.75 2.46 28 E 3.13 1.50 2.62 29 E 2.23 2.50 2.04 30 E 1.66 2.77 1.53 31 E 0.95 1.81 0.91 32 E 0.01 0.20 0.00 33 E 1.31 1.42 1.15 34 E 2.12 2.62 1.99 35 E 3.47 16.00 2.97 36 E 3.51 1.04 3.07 37 E 3.07 2.13 2.66 38 E 1.94 2.79 2.34 39 E 1.08 1.86 1.30 40 B 0.85 0.76 0.01 Stress range listed is 3/4 actual stress range. Factored Connection Forces - Girder 7 Girder 7 Combined Factored Connection Forces - Grp I Brace Type Right Side Left Side Vert Horiz Vert Horiz k k k k 1 B 7.77 -5.25 -7.77 -6.75 2 E 10.78 -48.99 -10.73 -43.19 3 E 12.70 -55.62 -12.51 58.28 4 E -11.46 57.90 11.34 54.29 5 E -7.70 37.41 7.60 -35.25 6 E -3.09 10.64 2.60 -12.57 7 E -7.19 38.62 7.07 35.95 8 E -12.28 69.58 11.69 -54.45 9 E -12.01 74.30 11.82 60.74 10 E -10.93 69.54 11.06 61.36 11 E 9.80 50.23 -9.16 52.15 12 E 8.62 -36.85 -7.29 37.34 13 E 9.97 -20.21 -8.27 17.99 14 E 11.60 -41.16 -11.27 31.48 15 E -18.03 61.68 17.27 -52.09 16 E -22.18 76.94 20.56 -62.19 17 E -23.44 81.29 21.41 -65.67 18 E -23.18 79.96 21.26 -64.35 19 E -20.67 73.76 19.42 -55.94 20 E -15.55 56.65 15.29 -43.71 21 E 12.29 -39.21 -11.39 31.80 22 E 12.11 -24.88 -9.92 21.31 23 E 11.25 -33.84 -10.36 31.91 24 E -13.70 49.97 13.54 42.36 25 E -23.77 100.47 23.42 -93.95 26 E -23.55 86.65 21.37 -55.90 27 E -18.95 75.66 17.61 -50.97 28 E -16.64 69.74 15.89 -47.17 29 E -14.27 61.03 14.12 43.61 30 E 13.83 -47.25 -13.28 42.72 31 E 10.05 -31.65 -9.60 27.85 32 E 1.62 -4.16 -1.39 2.19 33 E -9.84 33.30 9.72 27.14 34 E -14.15 55.10 14.02 50.78 35 E -14.23 65.44 13.89 55.58 36 E -15.00 70.72 14.70 65.30 37 E -17.68 81.29 16.72 67.71 38 E -16.17 73.63 15.36 56.32 39 E -9.49 39.22 9.56 36.82 40 B 3.23 -3.95 -3.23 -5.16 Moment and shear forces both are maximum. Horizontal force listed applied to each of top and bottom connections. Vertical force listed applied to each of top and bottom connections for Types A and E. Vertical force listed applied to connection supporting a diagonal for Types B and C. Forces applied along centroidal axes of connecting members. Connection forces are those that exist at the system node connecting brace to girder. Right side is connected to girder 7 Sign convention: Positive shear is upward on both sides. Positive horiz force corresponds to positive end moment where top horiz force is toward brace and bottom horiz force is away from brace. Negative horiz force corresponds to negative end moment where top horiz force is away from brace and bottom horiz force is toward brace. Shapes - Girder 8 To Adjacent Girder - Brace 1 Girder 8 Shapes Brace 1 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 52.45 46.01 Diagonals: L 4.00 x 4.00 x 0.375 69.24 76.93 Bot chord: L 4.00 x 4.00 x 0.375 82.82 92.02 Service Forces - Girder 8 To Adjacent Girder - Brace 1 - HS Girder 8 Forces - HS Forces on Brace 1 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.89 -0.09 4.36 -4.58 0.00 Concurrent Mom -9.36 9.52 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.25 0.46 9.86 -7.93 0.00 Concurrent shear -4.56 4.21 k Moment from fatigue trk 3.15 -8.81 Concurrent Shr -0.90 2.38 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.04 -0.08 17.04 -16.38 0.00 Concurrent shear -4.29 4.56 k Moment from fatigue trk 13.32 -12.93 Concurrent Shr -3.14 3.41 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chd L 0.01 0.02 4.45 -4.30 4.09 -4.26 0.00 0.00 Top chd R -1.31 -0.11 2.34 -2.46 4.45 -4.17 0.00 0.00 UC-LL diag -1.11 -0.11 5.44 -5.71 5.71 -5.70 0.00 0.00 LR-UC diag 1.11 0.11 5.71 -5.44 5.70 -5.71 0.00 0.00 Bot chord 0.65 0.05 1.16 -1.04 1.06 -1.04 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 1 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 9.71 109.02 0.089 9.30 106.95 0.087 LR-UC diag 10.82 109.02 0.099 13.98 96.10 0.146 UC-LL diag 13.98 109.02 0.128 10.82 96.10 0.113 Bot chord 3.42 109.02 0.031 1.35 85.14 0.016 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 7.47 109.02 0.069 7.15 106.95 0.067 LR-UC diag 8.32 109.02 0.076 10.76 96.10 0.112 UC-LL diag 10.76 109.02 0.099 8.32 96.10 0.087 Bot chord 2.63 109.02 0.024 1.04 85.14 0.012 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 2.00 16.00 0.125 3.23 -3.33 UC-LL diag 1.93 16.00 0.121 4.25 -4.25 LR-UC diag 1.93 16.00 0.121 4.25 -4.25 Bot chord 0.43 16.00 0.027 0.98 -0.69 Tension Area Compression Area Top chord 2.18 2.86 Diag 2.18 2.86 Bot chord 2.18 2.86 Shapes - Girder 8 To Adjacent Girder - Brace 1 Girder 8 Shapes Brace 1 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 52.45 46.01 Diagonals: L 4.00 x 4.00 x 0.375 69.24 76.93 Bot chord: L 4.00 x 4.00 x 0.375 82.82 92.02 Shapes - Girder 8 To Adjacent Girder - Brace 2 Girder 8 Shapes Brace 2 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 41.12 45.69 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 56.48 48.93 Bot chord: WT 8.00 x 25.00 40.35 44.83 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 2 - HS Girder 8 Forces - HS Forces on Brace 2 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.98 -0.06 6.88 -8.82 0.00 Concurrent Mom -3.74 47.81 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.88 0.42 47.88 -37.85 0.00 Concurrent shear -8.75 6.88 k Moment from fatigue trk 4.78 -0.79 Concurrent Shr -2.90 0.47 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.05 0.05 9.43 -10.32 0.00 Concurrent shear -4.47 7.55 k Moment from fatigue trk 6.83 -7.18 Concurrent Shr -2.43 3.91 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.31 -0.11 7.70 -9.68 1.70 -9.56 0.00 0.00 UR-LL diag 1.37 0.09 12.41 -10.27 10.74 -13.16 0.00 0.00 LR-UL diag -1.48 -0.09 10.28 -13.16 12.41 -11.16 0.00 0.00 Bot chord 1.41 0.11 10.39 -8.26 10.26 -1.82 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 2 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 14.88 208.33 0.071 22.85 231.84 0.099 UR-LL diag 28.85 143.75 0.201 26.67 137.17 0.194 LR-UL diag 24.91 143.75 0.173 30.61 137.17 0.223 Bot chord 24.52 261.49 0.094 15.97 290.96 0.055 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 11.44 208.33 0.055 17.57 231.84 0.076 UR-LL diag 22.19 143.75 0.154 20.52 137.17 0.150 LR-UL diag 19.16 143.75 0.133 23.55 137.17 0.172 Bot chord 18.86 261.49 0.072 12.28 290.96 0.042 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.35 16.00 0.022 1.69 -1.96 UR-LL diag 1.96 16.00 0.122 5.60 -5.75 LR-UL diag 1.96 16.00 0.122 5.60 -5.75 Bot chord 0.42 16.00 0.026 2.11 -1.82 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 2 Girder 8 Shapes Brace 2 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 41.12 45.69 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 56.48 48.93 Bot chord: WT 8.00 x 25.00 40.35 44.83 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 3 Girder 8 Shapes Brace 3 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 46.81 52.01 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 63.42 54.94 Bot chord: WT 8.00 x 25.00 45.93 51.03 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 3 - HS Girder 8 Forces - HS Forces on Brace 3 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.54 0.01 8.43 -9.23 0.00 Concurrent Mom -6.57 54.48 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 3.10 -0.03 56.87 -51.31 0.00 Concurrent shear -9.13 8.43 k Moment from fatigue trk 6.15 -1.60 Concurrent Shr -3.57 0.96 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.10 0.05 11.73 -11.72 0.00 Concurrent shear -6.94 8.43 k Moment from fatigue trk 8.74 -8.51 Concurrent Shr -4.07 5.39 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.56 -0.01 10.07 -11.49 5.18 -10.28 0.00 0.00 UR-LL diag 0.85 -0.02 14.62 -14.12 13.43 -15.44 0.00 0.00 LR-UL diag -0.90 0.02 14.13 -15.44 14.62 -14.12 0.00 0.00 Bot chord 0.61 0.01 12.36 -10.83 11.06 -5.58 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 3 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 21.12 208.33 0.101 25.68 226.37 0.113 UR-LL diag 32.82 143.75 0.228 32.43 131.38 0.247 LR-UL diag 30.60 143.75 0.213 34.66 131.38 0.264 Bot chord 27.62 261.49 0.106 22.72 284.37 0.080 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 16.25 208.33 0.078 19.75 226.37 0.087 UR-LL diag 25.25 143.75 0.176 24.95 131.38 0.190 LR-UL diag 23.54 143.75 0.164 26.66 131.38 0.203 Bot chord 21.25 261.49 0.081 17.48 284.37 0.061 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.76 16.00 0.048 2.62 -4.30 UR-LL diag 3.03 16.00 0.189 8.61 -8.95 LR-UL diag 3.03 16.00 0.189 8.61 -8.95 Bot chord 0.71 16.00 0.045 4.62 -2.82 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 3 Girder 8 Shapes Brace 3 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 46.81 52.01 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 63.42 54.94 Bot chord: WT 8.00 x 25.00 45.93 51.03 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 4 Girder 8 Shapes Brace 4 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 52.48 58.31 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 70.41 60.99 Bot chord: WT 8.00 x 25.00 51.49 57.21 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 4 - HS Girder 8 Forces - HS Forces on Brace 4 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.22 0.00 7.39 -7.99 0.00 Concurrent Mom -5.68 52.40 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.57 0.10 54.74 -49.60 0.00 Concurrent shear -7.89 7.06 k Moment from fatigue trk 5.14 -2.22 Concurrent Shr -2.62 1.16 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.24 0.08 11.46 -10.86 0.00 Concurrent shear -6.15 7.56 k Moment from fatigue trk 8.34 -7.77 Concurrent Shr -4.14 4.32 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.32 -0.04 10.08 -10.95 5.22 -9.85 0.00 0.00 UR-LL diag 0.39 0.01 14.06 -13.75 13.35 -14.84 0.00 0.00 LR-UL diag -0.42 -0.01 13.17 -14.84 14.06 -13.99 0.00 0.00 Bot chord 0.34 0.04 11.80 -10.86 10.61 -5.63 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 4 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 21.41 208.33 0.103 24.25 220.21 0.110 UR-LL diag 31.03 143.75 0.216 31.71 124.87 0.254 LR-UL diag 29.96 143.75 0.208 32.78 124.87 0.263 Bot chord 26.13 261.49 0.100 23.07 276.96 0.083 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 16.47 208.33 0.079 18.65 220.21 0.085 UR-LL diag 23.87 143.75 0.166 24.39 124.87 0.195 LR-UL diag 23.05 143.75 0.160 25.22 124.87 0.202 Bot chord 20.10 261.49 0.077 17.75 276.96 0.064 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.80 16.00 0.050 3.24 -3.79 UR-LL diag 2.69 16.00 0.168 7.65 -7.96 LR-UL diag 2.69 16.00 0.168 7.65 -7.96 Bot chord 0.71 16.00 0.044 4.09 -3.49 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 4 Girder 8 Shapes Brace 4 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 52.48 58.31 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 70.41 60.99 Bot chord: WT 8.00 x 25.00 51.49 57.21 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 5 Girder 8 Shapes Brace 5 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 58.20 64.67 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 77.52 67.15 Bot chord: WT 8.00 x 25.00 57.10 63.45 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 5 - HS Girder 8 Forces - HS Forces on Brace 5 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.12 0.09 5.20 -4.25 0.00 Concurrent Mom -20.42 32.25 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.40 -0.02 33.56 -34.93 0.00 Concurrent shear -4.21 5.07 k Moment from fatigue trk 3.71 -0.37 Concurrent Shr -1.35 -0.02 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.31 0.52 11.58 -4.54 0.00 Concurrent shear -4.51 3.65 k Moment from fatigue trk 8.63 -3.06 Concurrent Shr -3.06 1.69 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.05 -0.16 6.01 -7.00 3.25 -6.34 0.00 0.00 UR-LL diag -0.24 -0.18 8.20 -10.38 10.33 -8.83 0.00 0.00 LR-UL diag 0.23 0.17 10.33 -8.72 9.10 -10.38 0.00 0.00 Bot chord 0.05 0.17 7.55 -6.49 6.84 -3.50 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 5 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 12.79 208.33 0.061 15.46 213.29 0.072 UR-LL diag 21.87 143.75 0.152 23.08 117.55 0.196 LR-UL diag 22.95 143.75 0.160 22.00 117.55 0.187 Bot chord 16.68 261.49 0.064 13.79 268.62 0.051 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 9.84 208.33 0.047 11.89 213.29 0.056 UR-LL diag 16.82 143.75 0.117 17.75 117.55 0.151 LR-UL diag 17.65 143.75 0.123 16.92 117.55 0.144 Bot chord 12.83 261.49 0.049 10.61 268.62 0.040 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.42 16.00 0.026 1.86 -1.79 UR-LL diag 2.11 16.00 0.132 6.16 -6.01 LR-UL diag 2.11 16.00 0.132 6.16 -6.01 Bot chord 0.36 16.00 0.023 1.93 -2.01 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 5 Girder 8 Shapes Brace 5 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 58.20 64.67 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 77.52 67.15 Bot chord: WT 8.00 x 25.00 57.10 63.45 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 6 Girder 8 Shapes Brace 6 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.72 73.39 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 6 - HS Girder 8 Forces - HS Forces on Brace 6 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 20.17 2.23 8.33 -3.34 0.00 Concurrent Mom -24.45 8.90 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -37.14 -4.19 9.33 -24.52 0.00 Concurrent shear -3.32 8.26 k Moment from fatigue trk 19.85 -6.82 Concurrent Shr -2.63 0.94 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 82.65 9.05 48.12 -19.82 0.00 Concurrent shear -8.31 3.34 k Moment from fatigue trk 32.32 -15.07 Concurrent Shr -4.88 2.18 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -24.69 -2.69 2.88 -6.18 2.88 -6.18 0.00 0.00 UR-LL diag -44.88 -4.96 7.39 -18.37 17.87 -18.26 0.00 0.00 LR-UL diag 42.86 4.74 17.87 -7.15 17.91 -18.37 0.00 0.00 Bot chord 26.66 2.91 6.67 -3.11 6.67 -3.11 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 6 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 49.01 205.61 0.238 UR-LL diag 0.00 143.75 0.000 104.68 109.41 0.957 LR-UL diag 100.75 143.75 0.701 0.00 109.41 0.000 Bot chord 52.92 261.49 0.202 0.00 259.37 0.000 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 37.70 205.61 0.183 UR-LL diag 0.00 143.75 0.000 80.53 109.41 0.736 LR-UL diag 77.50 143.75 0.539 0.00 109.41 0.000 Bot chord 40.71 261.49 0.156 0.00 259.37 0.000 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.62 16.00 0.039 2.19 -4.32 UR-LL diag 3.18 16.00 0.199 10.43 -10.78 LR-UL diag 4.15 16.00 0.259 10.43 -10.78 Bot chord 0.76 16.00 0.047 4.67 -2.37 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 6 Girder 8 Shapes Brace 6 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.72 73.39 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 7 Girder 8 Shapes Brace 7 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.40 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 7 - HS Girder 8 Forces - HS Forces on Brace 7 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.54 0.25 4.39 -4.13 0.00 Concurrent Mom -18.78 35.15 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.24 -0.67 35.18 -35.24 0.00 Concurrent shear -3.81 4.38 k Moment from fatigue trk 2.99 -1.18 Concurrent Shr 0.00 0.26 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.97 0.83 11.24 -7.81 0.00 Concurrent shear -3.97 3.62 k Moment from fatigue trk 8.15 -5.26 Concurrent Shr -1.31 1.45 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.99 -0.22 6.61 -7.74 3.14 -7.08 0.00 0.00 UR-LL diag -1.21 -0.56 8.69 -9.59 9.53 -9.27 0.00 0.00 LR-UL diag 1.13 0.54 9.80 -9.27 8.78 -9.59 0.00 0.00 Bot chord 1.07 0.24 8.36 -7.14 7.65 -3.39 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 7 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 12.77 208.33 0.061 18.39 205.59 0.089 UR-LL diag 18.38 143.75 0.128 23.12 109.40 0.211 LR-UL diag 23.46 143.75 0.163 18.63 109.40 0.170 Bot chord 19.86 261.49 0.076 13.79 259.35 0.053 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 9.83 208.33 0.047 14.15 205.59 0.069 UR-LL diag 14.14 143.75 0.098 17.78 109.40 0.163 LR-UL diag 18.05 143.75 0.126 14.33 109.40 0.131 Bot chord 15.28 261.49 0.058 10.61 259.35 0.041 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.13 16.00 0.008 0.00 -1.32 UR-LL diag 0.94 16.00 0.059 3.12 -3.17 LR-UL diag 1.09 16.00 0.068 3.12 -3.17 Bot chord 0.15 16.00 0.010 1.42 0.00 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 7 Girder 8 Shapes Brace 7 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.40 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 8 Girder 8 Shapes Brace 8 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.73 73.40 Bot chord: WT 8.00 x 25.00 62.75 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 8 - HS Girder 8 Forces - HS Forces on Brace 8 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -2.97 -0.17 5.17 -7.58 0.00 Concurrent Mom -9.58 60.19 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 9.84 0.19 61.39 -48.46 0.00 Concurrent shear -7.52 4.89 k Moment from fatigue trk 1.38 -2.23 Concurrent Shr 0.24 -1.73 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -7.77 -0.83 6.68 -16.31 0.00 Concurrent shear -2.75 5.00 k Moment from fatigue trk 5.17 -12.08 Concurrent Shr -1.15 2.17 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord 1.70 0.26 11.40 -11.75 2.65 -11.10 0.00 0.00 UR-LL diag 6.52 0.38 16.03 -11.50 10.98 -16.94 0.00 0.00 LR-UL diag -6.38 -0.36 11.11 -16.94 16.03 -11.50 0.00 0.00 Bot chord -1.84 -0.29 12.69 -12.31 11.99 -2.86 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 8 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 27.30 208.33 0.131 22.96 205.60 0.112 UR-LL diag 43.78 143.75 0.305 27.81 109.40 0.254 LR-UL diag 26.04 143.75 0.181 45.54 109.40 0.416 Bot chord 24.79 261.49 0.095 29.48 259.35 0.114 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 21.00 208.33 0.101 17.66 205.60 0.086 UR-LL diag 33.67 143.75 0.234 21.39 109.40 0.196 LR-UL diag 20.03 143.75 0.139 35.03 109.40 0.320 Bot chord 19.07 261.49 0.073 22.68 259.35 0.087 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.76 16.00 0.047 4.51 -1.10 UR-LL diag 1.85 16.00 0.116 4.77 -4.69 LR-UL diag 1.64 16.00 0.102 4.77 -4.69 Bot chord 0.46 16.00 0.029 1.19 -4.87 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 8 Girder 8 Shapes Brace 8 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.73 73.40 Bot chord: WT 8.00 x 25.00 62.75 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 9 Girder 8 Shapes Brace 9 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.73 73.40 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 9 - HS Girder 8 Forces - HS Forces on Brace 9 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -4.20 -0.31 5.44 -8.65 0.00 Concurrent Mom -13.40 68.07 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 14.57 0.55 69.40 -51.60 0.00 Concurrent shear -8.58 5.17 k Moment from fatigue trk 1.57 -3.79 Concurrent Shr 0.21 -1.91 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -10.41 -1.26 8.56 -20.66 0.00 Concurrent shear -5.25 6.47 k Moment from fatigue trk 5.29 -16.10 Concurrent Shr -0.86 2.87 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord 2.14 0.38 12.21 -13.12 6.91 -12.38 0.00 0.00 UR-LL diag 9.24 0.68 18.32 -12.05 13.91 -19.34 0.00 0.00 LR-UL diag -9.06 -0.65 11.75 -19.34 18.32 -14.25 0.00 0.00 Bot chord -2.31 -0.41 14.17 -13.19 13.37 -7.47 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 9 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 29.78 208.33 0.143 25.20 205.60 0.123 UR-LL diag 52.66 143.75 0.366 29.09 109.40 0.266 LR-UL diag 27.15 143.75 0.189 54.60 109.40 0.499 Bot chord 27.22 261.49 0.104 32.16 259.35 0.124 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 22.91 208.33 0.110 19.39 205.60 0.094 UR-LL diag 40.51 143.75 0.282 22.37 109.40 0.205 LR-UL diag 20.89 143.75 0.145 42.00 109.40 0.384 Bot chord 20.93 261.49 0.080 24.74 259.35 0.095 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.90 16.00 0.056 5.55 -1.13 UR-LL diag 2.44 16.00 0.153 6.29 -6.19 LR-UL diag 2.16 16.00 0.135 6.29 -6.19 Bot chord 0.55 16.00 0.034 1.22 -6.00 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 9 Girder 8 Shapes Brace 9 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.73 73.40 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 10 Girder 8 Shapes Brace 10 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.41 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 10 - HS Girder 8 Forces - HS Forces on Brace 10 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -2.76 -0.20 5.60 -8.37 0.00 Concurrent Mom -13.54 66.28 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 12.09 0.47 67.41 -50.69 0.00 Concurrent shear -8.31 5.28 k Moment from fatigue trk 2.65 -3.62 Concurrent Shr 0.18 -1.84 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -4.32 -0.72 11.54 -20.05 0.00 Concurrent shear -5.45 6.60 k Moment from fatigue trk 8.25 -15.34 Concurrent Shr -1.35 2.79 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord 0.30 0.20 11.59 -12.78 6.01 -12.16 0.00 0.00 UR-LL diag 6.03 0.44 17.72 -12.40 14.18 -18.71 0.00 0.00 LR-UL diag -6.00 -0.43 11.96 -18.71 17.72 -14.55 0.00 0.00 Bot chord -0.32 -0.22 13.81 -12.52 13.13 -6.49 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 10 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 25.81 208.33 0.124 27.11 205.59 0.132 UR-LL diag 46.87 143.75 0.326 32.22 109.39 0.295 LR-UL diag 30.11 143.75 0.209 48.99 109.39 0.448 Bot chord 29.27 261.49 0.112 27.88 259.34 0.107 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 19.86 208.33 0.095 20.85 205.59 0.101 UR-LL diag 36.06 143.75 0.251 24.78 109.39 0.227 LR-UL diag 23.16 143.75 0.161 37.68 109.39 0.344 Bot chord 22.52 261.49 0.086 21.44 259.34 0.083 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.87 16.00 0.054 5.34 -1.53 UR-LL diag 2.38 16.00 0.149 6.12 -6.03 LR-UL diag 2.10 16.00 0.131 6.12 -6.03 Bot chord 0.62 16.00 0.039 1.65 -5.76 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 10 Girder 8 Shapes Brace 10 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.41 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 11 Girder 8 Shapes Brace 11 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.98 71.09 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.75 73.42 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 11 - HS Girder 8 Forces - HS Forces on Brace 11 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.27 0.16 5.09 -6.22 0.00 Concurrent Mom -12.43 49.46 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.27 -0.22 50.88 -42.53 0.00 Concurrent shear -6.18 4.76 k Moment from fatigue trk 4.13 -2.99 Concurrent Shr -0.04 -1.22 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 9.80 0.71 14.60 -15.21 0.00 Concurrent shear -5.09 4.58 k Moment from fatigue trk 11.10 -10.83 Concurrent Shr -1.80 2.13 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -3.58 -0.22 9.06 -9.84 3.93 -9.13 0.00 0.00 UR-LL diag -2.90 -0.35 13.16 -11.28 10.87 -13.91 0.00 0.00 LR-UL diag 2.61 0.33 10.87 -13.91 13.16 -11.28 0.00 0.00 Bot chord 3.87 0.24 10.62 -9.78 9.86 -4.24 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 11 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 14.71 208.33 0.071 26.30 205.58 0.128 UR-LL diag 24.34 143.75 0.169 34.43 109.38 0.315 LR-UL diag 32.39 143.75 0.225 26.37 109.38 0.241 Bot chord 28.40 261.49 0.109 15.89 259.33 0.061 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 11.32 208.33 0.054 20.23 205.58 0.098 UR-LL diag 18.72 143.75 0.130 26.48 109.38 0.242 LR-UL diag 24.92 143.75 0.173 20.29 109.38 0.185 Bot chord 21.85 261.49 0.084 12.22 259.33 0.047 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.53 16.00 0.033 3.81 -1.73 UR-LL diag 1.39 16.00 0.087 4.64 -4.61 LR-UL diag 1.81 16.00 0.113 4.64 -4.61 Bot chord 0.64 16.00 0.040 1.87 -4.11 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 11 Girder 8 Shapes Brace 11 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.98 71.09 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.75 73.42 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 12 Girder 8 Shapes Brace 12 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.40 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 12 - HS Girder 8 Forces - HS Forces on Brace 12 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 7.77 0.74 4.37 -2.98 0.00 Concurrent Mom -23.68 22.74 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -14.88 -1.57 23.28 -26.65 0.00 Concurrent shear -2.45 3.65 k Moment from fatigue trk 5.55 -1.57 Concurrent Shr -0.45 0.20 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 31.28 2.84 18.83 -8.68 0.00 Concurrent shear -4.29 2.74 k Moment from fatigue trk 12.92 -4.80 Concurrent Shr -2.09 1.41 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -9.26 -0.82 4.32 -5.27 1.54 -3.96 0.00 0.00 UR-LL diag -17.29 -1.65 6.31 -9.45 9.57 -9.31 0.00 0.00 LR-UL diag 16.53 1.58 9.57 -6.64 9.35 -9.45 0.00 0.00 Bot chord 10.00 0.88 5.69 -4.67 4.28 -1.66 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 12 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 24.54 205.59 0.119 UR-LL diag 0.00 143.75 0.000 45.12 109.40 0.412 LR-UL diag 44.32 143.75 0.308 0.00 109.40 0.000 Bot chord 26.51 261.49 0.101 0.00 259.35 0.000 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 18.88 205.59 0.092 UR-LL diag 0.00 143.75 0.000 34.71 109.40 0.317 LR-UL diag 34.09 143.75 0.237 0.00 109.40 0.000 Bot chord 20.39 261.49 0.078 0.00 259.35 0.000 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.17 16.00 0.011 0.28 -1.54 UR-LL diag 1.37 16.00 0.085 4.49 -4.61 LR-UL diag 1.78 16.00 0.111 4.49 -4.61 Bot chord 0.21 16.00 0.013 1.66 -0.30 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 12 Girder 8 Shapes Brace 12 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 84.74 73.40 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 13 Girder 8 Shapes Brace 13 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 13 - HS Girder 8 Forces - HS Forces on Brace 13 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 15.74 1.58 6.63 -1.95 0.00 Concurrent Mom -23.55 6.06 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -41.98 -4.11 6.37 -23.62 0.00 Concurrent shear -1.90 6.62 k Moment from fatigue trk 9.56 -2.48 Concurrent Shr -1.24 0.38 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 64.44 6.56 35.41 -10.99 0.00 Concurrent shear -6.61 1.92 k Moment from fatigue trk 19.04 -7.23 Concurrent Shr -2.98 1.11 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -7.40 -0.77 0.71 -1.70 0.71 -1.70 0.00 0.00 UR-LL diag -20.03 -2.01 2.48 -8.38 8.25 -8.34 0.00 0.00 LR-UL diag 19.47 1.95 8.25 -2.42 8.25 -8.38 0.00 0.00 Bot chord 7.91 0.82 1.82 -0.76 1.82 -0.76 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 13 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 14.31 205.61 0.070 UR-LL diag 0.00 143.75 0.000 46.85 103.13 0.454 LR-UL diag 45.77 143.75 0.318 0.00 103.13 0.000 Bot chord 15.29 261.49 0.058 0.00 259.37 0.000 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 11.00 205.61 0.054 UR-LL diag 0.00 143.75 0.000 36.04 103.13 0.349 LR-UL diag 35.21 143.75 0.245 0.00 103.13 0.000 Bot chord 11.77 261.49 0.045 0.00 259.37 0.000 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.17 16.00 0.011 0.50 -1.26 UR-LL diag 1.12 16.00 0.070 3.70 -3.79 LR-UL diag 1.47 16.00 0.092 3.70 -3.79 Bot chord 0.20 16.00 0.013 1.35 -0.54 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 13 Girder 8 Shapes Brace 13 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 14 Girder 8 Shapes Brace 14 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 14 - HS Girder 8 Forces - HS Forces on Brace 14 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.35 0.58 7.50 -6.44 0.00 Concurrent Mom -48.54 59.69 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -17.90 -1.96 61.00 -60.69 0.00 Concurrent shear -6.07 6.87 k Moment from fatigue trk 8.19 -3.12 Concurrent Shr 0.16 -1.19 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 18.30 2.00 19.00 -11.68 0.00 Concurrent shear -6.73 5.07 k Moment from fatigue trk 15.78 -6.68 Concurrent Shr -2.78 1.99 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.64 -0.18 6.97 -7.94 3.35 -7.21 0.00 0.00 UR-LL diag -6.78 -0.74 7.81 -9.28 9.53 -8.35 0.00 0.00 LR-UL diag 6.66 0.73 9.53 -8.35 8.56 -9.28 0.00 0.00 Bot chord 1.76 0.19 8.49 -7.46 7.71 -3.58 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 14 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 12.77 208.33 0.061 19.61 205.62 0.095 UR-LL diag 10.92 143.75 0.076 29.93 103.13 0.290 LR-UL diag 30.30 143.75 0.211 10.55 103.13 0.102 Bot chord 20.96 261.49 0.080 13.65 259.37 0.053 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 9.82 208.33 0.047 15.08 205.62 0.073 UR-LL diag 8.40 143.75 0.058 23.02 103.13 0.223 LR-UL diag 23.31 143.75 0.162 8.12 103.13 0.079 Bot chord 16.12 261.49 0.062 10.50 259.37 0.040 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.40 16.00 0.025 2.07 -2.15 UR-LL diag 1.05 16.00 0.065 3.46 -3.51 LR-UL diag 1.20 16.00 0.075 3.46 -3.51 Bot chord 0.49 16.00 0.030 2.30 -2.21 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 14 Girder 8 Shapes Brace 14 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 15 Girder 8 Shapes Brace 15 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 15 - HS Girder 8 Forces - HS Forces on Brace 15 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -2.65 -0.12 8.73 -11.38 0.00 Concurrent Mom -19.71 98.18 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.96 -0.80 98.55 -79.72 0.00 Concurrent shear -11.21 8.15 k Moment from fatigue trk 7.05 -9.36 Concurrent Shr 0.59 -2.15 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -18.88 -1.63 18.19 -28.26 0.00 Concurrent shear -4.66 9.13 k Moment from fatigue trk 15.30 -21.66 Concurrent Shr -2.97 4.76 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord 3.18 0.33 10.14 -11.27 0.81 -10.99 0.00 0.00 UR-LL diag 3.45 0.17 13.87 -11.14 11.33 -14.70 0.00 0.00 LR-UL diag -3.21 -0.14 10.77 -14.70 13.87 -11.58 0.00 0.00 Bot chord -3.40 -0.35 12.05 -10.84 11.75 -0.86 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 15 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 26.58 208.33 0.128 19.91 205.61 0.097 UR-LL diag 34.81 143.75 0.242 27.22 103.13 0.264 LR-UL diag 25.76 143.75 0.179 36.26 103.13 0.352 Bot chord 21.29 261.49 0.081 28.41 259.37 0.110 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 20.44 208.33 0.098 15.31 205.61 0.074 UR-LL diag 26.78 143.75 0.186 20.94 103.13 0.203 LR-UL diag 19.82 143.75 0.138 27.89 103.13 0.270 Bot chord 16.37 261.49 0.063 21.86 259.37 0.084 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.95 16.00 0.059 4.64 -2.36 UR-LL diag 2.34 16.00 0.146 5.97 -5.98 LR-UL diag 1.79 16.00 0.112 5.97 -5.98 Bot chord 0.57 16.00 0.036 2.52 -4.97 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 15 Girder 8 Shapes Brace 15 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 16 Girder 8 Shapes Brace 16 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.88 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 16 - HS Girder 8 Forces - HS Forces on Brace 16 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -7.33 -0.53 9.12 -13.69 0.00 Concurrent Mom -30.64 109.93 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 6.11 -0.46 111.25 -86.12 0.00 Concurrent shear -13.40 8.53 k Moment from fatigue trk 5.34 -13.07 Concurrent Shr 0.67 -2.56 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -43.43 -4.02 18.31 -39.26 0.00 Concurrent shear -8.90 10.71 k Moment from fatigue trk 13.69 -31.22 Concurrent Shr -2.65 6.23 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord 6.68 0.70 11.25 -11.89 5.50 -11.25 0.00 0.00 UR-LL diag 9.45 0.69 16.75 -11.55 13.35 -17.60 0.00 0.00 LR-UL diag -8.95 -0.63 11.34 -17.60 16.75 -13.54 0.00 0.00 Bot chord -7.14 -0.75 12.71 -12.03 12.03 -5.88 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 16 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 34.02 208.33 0.163 16.21 205.60 0.079 UR-LL diag 49.55 143.75 0.345 25.04 103.11 0.243 LR-UL diag 23.92 143.75 0.166 50.67 103.11 0.491 Bot chord 17.33 261.49 0.066 36.37 259.35 0.140 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 26.17 208.33 0.126 12.47 205.60 0.061 UR-LL diag 38.11 143.75 0.265 19.26 103.11 0.187 LR-UL diag 18.40 143.75 0.128 38.98 103.11 0.378 Bot chord 13.33 261.49 0.051 27.98 259.35 0.108 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.08 16.00 0.068 5.99 -2.03 UR-LL diag 3.06 16.00 0.191 7.84 -7.79 LR-UL diag 2.34 16.00 0.147 7.84 -7.79 Bot chord 0.65 16.00 0.041 2.17 -6.41 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 16 Girder 8 Shapes Brace 16 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.88 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 17 Girder 8 Shapes Brace 17 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.88 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 17 - HS Girder 8 Forces - HS Forces on Brace 17 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -9.53 -0.71 8.97 -14.15 0.00 Concurrent Mom -37.84 108.89 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 8.36 -0.41 110.88 -85.55 0.00 Concurrent shear -14.13 8.40 k Moment from fatigue trk 3.93 -15.50 Concurrent Shr 0.55 -2.83 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -56.09 -5.24 19.90 -45.94 0.00 Concurrent shear -8.81 11.21 k Moment from fatigue trk 11.91 -36.91 Concurrent Shr -2.46 5.74 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord 8.59 0.89 11.26 -10.99 5.01 -10.49 0.00 0.00 UR-LL diag 12.29 0.93 17.36 -11.29 14.01 -18.15 0.00 0.00 LR-UL diag -11.64 -0.86 11.23 -18.15 17.36 -14.12 0.00 0.00 Bot chord -9.19 -0.95 11.75 -12.04 11.21 -5.35 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 17 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 36.78 208.33 0.177 11.52 205.60 0.056 UR-LL diag 54.87 143.75 0.382 22.23 103.11 0.216 LR-UL diag 21.44 143.75 0.149 55.66 103.11 0.540 Bot chord 12.32 261.49 0.047 39.33 259.35 0.152 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 28.30 208.33 0.136 8.86 205.60 0.043 UR-LL diag 42.21 143.75 0.294 17.10 103.11 0.166 LR-UL diag 16.49 143.75 0.115 42.81 103.11 0.415 Bot chord 9.48 261.49 0.036 30.25 259.35 0.117 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.14 16.00 0.071 6.88 -1.56 UR-LL diag 2.82 16.00 0.176 7.30 -7.11 LR-UL diag 2.16 16.00 0.135 7.30 -7.11 Bot chord 0.69 16.00 0.043 1.67 -7.36 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 17 Girder 8 Shapes Brace 17 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.88 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 18 Girder 8 Shapes Brace 18 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 18 - HS Girder 8 Forces - HS Forces on Brace 18 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -9.16 -0.68 8.77 -13.93 0.00 Concurrent Mom -37.45 107.71 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 9.34 -0.34 108.72 -82.63 0.00 Concurrent shear -13.87 8.36 k Moment from fatigue trk 4.30 -15.22 Concurrent Shr 0.30 -2.89 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -52.58 -4.92 20.87 -45.26 0.00 Concurrent shear -8.64 11.16 k Moment from fatigue trk 13.00 -36.62 Concurrent Shr -2.33 5.63 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord 7.94 0.83 10.60 -10.76 4.58 -10.45 0.00 0.00 UR-LL diag 11.79 0.88 17.09 -11.04 13.95 -17.88 0.00 0.00 LR-UL diag -11.19 -0.82 10.98 -17.88 17.09 -14.06 0.00 0.00 Bot chord -8.49 -0.89 11.50 -11.33 11.17 -4.90 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 18 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 34.42 208.33 0.165 11.94 205.62 0.058 UR-LL diag 53.58 143.75 0.373 22.34 103.14 0.217 LR-UL diag 21.49 143.75 0.149 54.43 103.14 0.528 Bot chord 12.77 261.49 0.049 36.80 259.38 0.142 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 26.48 208.33 0.127 9.19 205.62 0.045 UR-LL diag 41.21 143.75 0.287 17.18 103.14 0.167 LR-UL diag 16.53 143.75 0.115 41.87 103.14 0.406 Bot chord 9.82 261.49 0.038 28.31 259.38 0.109 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.11 16.00 0.070 6.88 -1.37 UR-LL diag 2.76 16.00 0.173 7.16 -6.97 LR-UL diag 2.12 16.00 0.132 7.16 -6.97 Bot chord 0.67 16.00 0.042 1.46 -7.36 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 18 Girder 8 Shapes Brace 18 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.05 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 19 Girder 8 Shapes Brace 19 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 19 - HS Girder 8 Forces - HS Forces on Brace 19 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -6.59 -0.45 8.58 -13.14 0.00 Concurrent Mom -31.96 103.44 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 7.38 -0.40 106.75 -79.79 0.00 Concurrent shear -12.87 8.08 k Moment from fatigue trk 5.89 -13.50 Concurrent Shr 0.26 -2.68 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -37.21 -3.44 22.27 -40.24 0.00 Concurrent shear -8.47 10.22 k Moment from fatigue trk 15.77 -32.54 Concurrent Shr -2.64 5.73 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord 5.56 0.60 10.22 -11.39 4.06 -10.29 0.00 0.00 UR-LL diag 8.49 0.59 16.11 -10.84 12.76 -16.88 0.00 0.00 LR-UL diag -8.07 -0.54 10.70 -16.88 16.11 -12.89 0.00 0.00 Bot chord -5.95 -0.64 12.18 -10.93 11.01 -4.34 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 19 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 30.20 208.33 0.145 16.73 205.59 0.081 UR-LL diag 46.76 143.75 0.325 24.86 103.11 0.241 LR-UL diag 23.77 143.75 0.165 47.84 103.11 0.464 Bot chord 17.89 261.49 0.068 32.29 259.35 0.125 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 23.23 208.33 0.112 12.87 205.59 0.063 UR-LL diag 35.97 143.75 0.250 19.12 103.11 0.185 LR-UL diag 18.29 143.75 0.127 36.80 103.11 0.357 Bot chord 13.76 261.49 0.053 24.84 259.35 0.096 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.07 16.00 0.067 6.24 -1.71 UR-LL diag 2.81 16.00 0.176 7.24 -7.13 LR-UL diag 2.16 16.00 0.135 7.24 -7.13 Bot chord 0.65 16.00 0.041 1.83 -6.67 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 19 Girder 8 Shapes Brace 19 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 20 Girder 8 Shapes Brace 20 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 20 - HS Girder 8 Forces - HS Forces on Brace 20 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.16 0.03 8.16 -10.78 0.00 Concurrent Mom -22.88 87.57 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.58 -0.79 91.58 -71.09 0.00 Concurrent shear -10.73 7.52 k Moment from fatigue trk 7.25 -9.41 Concurrent Shr 0.09 -2.18 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -7.25 -0.56 22.11 -28.60 0.00 Concurrent shear -8.01 9.01 k Moment from fatigue trk 17.30 -22.65 Concurrent Shr -2.82 4.60 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord 1.15 0.15 8.76 -10.12 3.59 -9.11 0.00 0.00 UR-LL diag 1.50 -0.04 13.18 -10.37 11.19 -13.87 0.00 0.00 LR-UL diag -1.41 0.05 10.10 -13.87 13.18 -11.43 0.00 0.00 Bot chord -1.23 -0.16 10.82 -9.36 9.74 -3.84 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 20 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 20.70 208.33 0.099 20.29 205.62 0.099 UR-LL diag 30.51 143.75 0.212 28.21 103.13 0.274 LR-UL diag 26.84 143.75 0.187 31.87 103.13 0.309 Bot chord 21.69 261.49 0.083 22.14 259.37 0.085 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 15.93 208.33 0.076 15.61 205.62 0.076 UR-LL diag 23.47 143.75 0.163 21.70 103.13 0.210 LR-UL diag 20.65 143.75 0.144 24.52 103.13 0.238 Bot chord 16.69 261.49 0.064 17.03 259.37 0.066 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.88 16.00 0.055 4.69 -1.85 UR-LL diag 2.00 16.00 0.125 5.79 -5.77 LR-UL diag 2.00 16.00 0.125 5.79 -5.77 Bot chord 0.53 16.00 0.033 1.97 -5.01 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 20 Girder 8 Shapes Brace 20 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.74 69.71 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 21 Girder 8 Shapes Brace 21 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 21 - HS Girder 8 Forces - HS Forces on Brace 21 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 7.85 0.84 7.41 -6.07 0.00 Concurrent Mom -46.56 49.89 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -18.99 -2.23 52.57 -51.36 0.00 Concurrent shear -5.51 6.32 k Moment from fatigue trk 8.85 -3.74 Concurrent Shr -0.41 -1.32 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 34.05 3.45 27.02 -14.70 0.00 Concurrent shear -7.21 5.51 k Moment from fatigue trk 19.19 -9.31 Concurrent Shr -2.90 2.06 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -4.16 -0.40 5.34 -6.54 2.97 -5.26 0.00 0.00 UR-LL diag -10.00 -1.07 7.42 -9.19 9.41 -8.99 0.00 0.00 LR-UL diag 9.69 1.04 9.41 -7.82 9.11 -9.19 0.00 0.00 Bot chord 4.44 0.42 6.99 -5.71 5.63 -3.18 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 21 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 5.68 208.33 0.027 20.11 205.59 0.098 UR-LL diag 6.04 143.75 0.042 34.34 103.11 0.333 LR-UL diag 34.38 143.75 0.239 6.00 103.11 0.058 Bot chord 21.50 261.49 0.082 6.07 259.35 0.023 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 4.37 208.33 0.021 15.47 205.59 0.075 UR-LL diag 4.64 143.75 0.032 26.42 103.11 0.256 LR-UL diag 26.45 143.75 0.184 4.61 103.11 0.045 Bot chord 16.54 261.49 0.063 4.67 259.35 0.018 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.39 16.00 0.024 2.37 -1.68 UR-LL diag 1.09 16.00 0.068 3.58 -3.69 LR-UL diag 1.42 16.00 0.089 3.58 -3.69 Bot chord 0.47 16.00 0.029 1.80 -2.53 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 21 Girder 8 Shapes Brace 21 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 22 Girder 8 Shapes Brace 22 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 22 - HS Girder 8 Forces - HS Forces on Brace 22 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 20.18 1.97 7.61 -2.13 0.00 Concurrent Mom -27.00 6.94 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -53.64 -5.20 7.23 -27.30 0.00 Concurrent shear -2.06 7.61 k Moment from fatigue trk 9.65 -2.34 Concurrent Shr -1.39 0.35 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 82.82 8.13 41.03 -11.96 0.00 Concurrent shear -7.60 2.13 k Moment from fatigue trk 19.44 -6.75 Concurrent Shr -3.20 1.03 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -9.54 -0.94 0.70 -1.97 0.70 -1.97 0.00 0.00 UR-LL diag -25.69 -2.51 2.70 -9.63 9.48 -9.59 0.00 0.00 LR-UL diag 24.97 2.44 9.48 -2.65 9.48 -9.63 0.00 0.00 Bot chord 10.20 1.01 2.10 -0.75 2.10 -0.75 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 22 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 17.89 205.59 0.087 UR-LL diag 0.00 143.75 0.000 57.57 103.10 0.558 LR-UL diag 56.22 143.75 0.391 0.00 103.10 0.000 Bot chord 19.13 261.49 0.073 0.00 259.34 0.000 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.00 208.33 0.000 13.76 205.59 0.067 UR-LL diag 0.00 143.75 0.000 44.28 103.10 0.429 LR-UL diag 43.25 143.75 0.301 0.00 103.10 0.000 Bot chord 14.72 261.49 0.056 0.00 259.34 0.000 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.15 16.00 0.010 0.48 -1.12 UR-LL diag 1.20 16.00 0.075 3.97 -4.06 LR-UL diag 1.57 16.00 0.098 3.97 -4.06 Bot chord 0.18 16.00 0.012 1.20 -0.51 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 22 Girder 8 Shapes Brace 22 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 23 Girder 8 Shapes Brace 23 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 23 - HS Girder 8 Forces - HS Forces on Brace 23 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 8.85 0.89 7.01 -5.30 0.00 Concurrent Mom -45.40 46.80 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -22.25 -2.40 48.69 -49.06 0.00 Concurrent shear -5.26 6.03 k Moment from fatigue trk 7.35 -1.84 Concurrent Shr -0.27 0.17 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 37.56 3.61 23.95 -10.76 0.00 Concurrent shear -6.74 4.67 k Moment from fatigue trk 15.66 -5.07 Concurrent Shr -2.32 3.29 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -4.48 -0.41 5.11 -5.88 3.14 -5.37 0.00 0.00 UR-LL diag -11.27 -1.13 6.45 -8.68 8.91 -8.40 0.00 0.00 LR-UL diag 10.93 1.10 8.91 -6.86 8.53 -8.68 0.00 0.00 Bot chord 4.79 0.44 6.29 -5.46 5.74 -3.35 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 23 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 4.72 208.33 0.023 19.13 205.60 0.093 UR-LL diag 3.23 143.75 0.022 34.96 103.12 0.339 LR-UL diag 35.00 143.75 0.243 3.20 103.12 0.031 Bot chord 20.45 261.49 0.078 5.05 259.35 0.019 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 3.63 208.33 0.017 14.71 205.60 0.072 UR-LL diag 2.48 143.75 0.017 26.89 103.12 0.261 LR-UL diag 26.92 143.75 0.187 2.46 103.12 0.024 Bot chord 15.73 261.49 0.060 3.88 259.35 0.015 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.26 16.00 0.016 0.26 -2.44 UR-LL diag 1.24 16.00 0.078 4.04 -4.23 LR-UL diag 1.62 16.00 0.101 4.04 -4.23 Bot chord 0.31 16.00 0.019 2.61 -0.28 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 23 Girder 8 Shapes Brace 23 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 24 Girder 8 Shapes Brace 24 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 24 - HS Girder 8 Forces - HS Forces on Brace 24 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.37 0.29 8.41 -10.08 0.00 Concurrent Mom -15.99 87.02 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -7.57 -1.36 88.28 -72.47 0.00 Concurrent shear -10.04 7.92 k Moment from fatigue trk 6.50 -6.56 Concurrent Shr 0.21 -1.82 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 8.44 0.60 20.55 -22.43 0.00 Concurrent shear -8.27 7.85 k Moment from fatigue trk 15.88 -16.36 Concurrent Shr -2.83 3.45 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.81 0.00 8.64 -10.09 4.25 -9.75 0.00 0.00 UR-LL diag -3.00 -0.36 12.28 -10.76 10.35 -13.01 0.00 0.00 LR-UL diag 2.94 0.36 10.35 -13.01 12.28 -10.76 0.00 0.00 Bot chord 0.87 0.00 10.79 -9.24 10.43 -4.54 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 24 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.71 208.33 0.085 22.95 205.61 0.112 UR-LL diag 22.28 143.75 0.155 32.63 103.12 0.316 LR-UL diag 30.95 143.75 0.215 23.95 103.12 0.232 Bot chord 24.54 261.49 0.094 18.94 259.36 0.073 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.63 208.33 0.065 17.66 205.61 0.086 UR-LL diag 17.14 143.75 0.119 25.10 103.12 0.243 LR-UL diag 23.81 143.75 0.166 18.43 103.12 0.179 Bot chord 18.88 261.49 0.072 14.57 259.36 0.056 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.66 16.00 0.041 3.60 -1.80 UR-LL diag 1.30 16.00 0.081 4.34 -4.33 LR-UL diag 1.50 16.00 0.094 4.34 -4.33 Bot chord 0.50 16.00 0.031 1.93 -3.85 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 24 Girder 8 Shapes Brace 24 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 25 Girder 8 Shapes Brace 25 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.98 71.09 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.90 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 25 - HS Girder 8 Forces - HS Forces on Brace 25 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -3.14 -0.22 7.47 -11.30 0.00 Concurrent Mom -23.38 94.59 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.82 -0.32 95.34 -71.13 0.00 Concurrent shear -11.24 7.04 k Moment from fatigue trk 5.47 -10.87 Concurrent Shr 0.20 -2.24 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -15.43 -1.80 20.13 -32.58 0.00 Concurrent shear -7.29 9.04 k Moment from fatigue trk 14.42 -25.25 Concurrent Shr -2.32 4.02 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord 2.10 0.32 9.29 -10.46 3.26 -10.21 0.00 0.00 UR-LL diag 4.03 0.29 13.80 -9.48 11.27 -14.57 0.00 0.00 LR-UL diag -3.87 -0.26 9.28 -14.57 13.80 -11.43 0.00 0.00 Bot chord -2.24 -0.34 11.18 -9.93 10.91 -3.49 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 25 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 23.32 208.33 0.112 19.56 205.58 0.095 UR-LL diag 35.57 143.75 0.247 26.03 103.09 0.253 LR-UL diag 24.60 143.75 0.171 37.01 103.09 0.359 Bot chord 20.91 261.49 0.080 24.93 259.33 0.096 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.94 208.33 0.086 15.04 205.58 0.073 UR-LL diag 27.36 143.75 0.190 20.02 103.09 0.194 LR-UL diag 18.92 143.75 0.132 28.47 103.09 0.276 Bot chord 16.09 261.49 0.062 19.18 259.33 0.074 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.90 16.00 0.056 5.12 -1.54 UR-LL diag 1.97 16.00 0.123 5.10 -4.98 LR-UL diag 1.75 16.00 0.109 5.10 -4.98 Bot chord 0.54 16.00 0.034 1.64 -5.47 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 25 Girder 8 Shapes Brace 25 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.98 71.09 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.90 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 26 Girder 8 Shapes Brace 26 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 26 - HS Girder 8 Forces - HS Forces on Brace 26 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -5.05 -0.36 9.26 -13.22 0.00 Concurrent Mom -29.55 104.45 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.85 -0.63 105.57 -85.22 0.00 Concurrent shear -13.14 8.76 k Moment from fatigue trk 3.79 -12.08 Concurrent Shr 0.46 -3.13 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -28.27 -3.04 19.33 -37.08 0.00 Concurrent shear -9.08 10.01 k Moment from fatigue trk 12.46 -29.47 Concurrent Shr -2.59 4.69 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord 4.21 0.55 10.78 -10.81 5.44 -10.45 0.00 0.00 UR-LL diag 6.49 0.47 16.20 -11.74 12.48 -16.99 0.00 0.00 LR-UL diag -6.18 -0.43 11.50 -16.99 16.20 -12.65 0.00 0.00 Bot chord -4.50 -0.59 11.56 -11.53 11.18 -5.82 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 26 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 29.59 208.33 0.142 17.29 205.61 0.084 UR-LL diag 44.21 143.75 0.308 27.83 103.12 0.270 LR-UL diag 26.58 143.75 0.185 45.46 103.12 0.441 Bot chord 18.49 261.49 0.071 31.64 259.36 0.122 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 22.76 208.33 0.109 13.30 205.61 0.065 UR-LL diag 34.01 143.75 0.237 21.40 103.12 0.208 LR-UL diag 20.45 143.75 0.142 34.97 103.12 0.339 Bot chord 14.22 261.49 0.054 24.34 259.36 0.094 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.06 16.00 0.066 6.40 -1.42 UR-LL diag 2.30 16.00 0.144 5.96 -5.82 LR-UL diag 1.77 16.00 0.110 5.96 -5.82 Bot chord 0.64 16.00 0.040 1.52 -6.84 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 26 Girder 8 Shapes Brace 26 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 27 Girder 8 Shapes Brace 27 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.88 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 27 - HS Girder 8 Forces - HS Forces on Brace 27 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -7.59 -0.59 8.63 -13.37 0.00 Concurrent Mom -34.04 103.66 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 15.57 0.19 105.04 -80.82 0.00 Concurrent shear -13.30 8.27 k Moment from fatigue trk 2.93 -14.08 Concurrent Shr 0.34 -3.02 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -35.77 -3.78 19.36 -41.26 0.00 Concurrent shear -8.44 10.63 k Moment from fatigue trk 10.74 -33.48 Concurrent Shr -2.34 5.56 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord 4.70 0.61 10.27 -10.50 4.73 -10.10 0.00 0.00 UR-LL diag 9.71 0.76 16.39 -10.88 13.27 -17.16 0.00 0.00 LR-UL diag -9.35 -0.71 10.78 -17.16 16.39 -13.41 0.00 0.00 Bot chord -5.02 -0.65 11.23 -10.98 10.80 -5.06 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 27 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 29.20 208.33 0.140 15.90 205.60 0.077 UR-LL diag 49.20 143.75 0.342 23.64 103.11 0.229 LR-UL diag 22.50 143.75 0.157 50.34 103.11 0.488 Bot chord 17.00 261.49 0.065 31.22 259.35 0.120 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 22.46 208.33 0.108 12.23 205.60 0.059 UR-LL diag 37.85 143.75 0.263 18.18 103.11 0.176 LR-UL diag 17.31 143.75 0.120 38.72 103.11 0.376 Bot chord 13.08 261.49 0.050 24.01 259.35 0.093 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.06 16.00 0.066 6.75 -1.09 UR-LL diag 2.73 16.00 0.171 7.05 -6.91 LR-UL diag 2.09 16.00 0.131 7.05 -6.91 Bot chord 0.64 16.00 0.040 1.16 -7.22 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 27 Girder 8 Shapes Brace 27 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.88 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 28 Girder 8 Shapes Brace 28 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 28 - HS Girder 8 Forces - HS Forces on Brace 28 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -6.58 -0.51 8.14 -12.97 0.00 Concurrent Mom -30.41 101.30 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 14.51 0.25 103.09 -76.95 0.00 Concurrent shear -12.91 7.65 k Moment from fatigue trk 3.42 -12.83 Concurrent Shr 0.31 -2.88 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -30.01 -3.17 18.12 -37.73 0.00 Concurrent shear -7.96 10.30 k Moment from fatigue trk 11.52 -30.35 Concurrent Shr -2.53 5.58 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord 3.83 0.50 10.02 -10.47 4.49 -9.98 0.00 0.00 UR-LL diag 8.41 0.65 15.90 -10.28 12.84 -16.65 0.00 0.00 LR-UL diag -8.12 -0.62 10.15 -16.65 15.90 -13.02 0.00 0.00 Bot chord -4.10 -0.54 11.20 -10.72 10.67 -4.80 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 28 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 27.40 208.33 0.132 17.10 205.61 0.083 UR-LL diag 46.29 143.75 0.322 24.36 103.13 0.236 LR-UL diag 23.15 143.75 0.161 47.50 103.13 0.461 Bot chord 18.29 261.49 0.070 29.29 259.37 0.113 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 21.07 208.33 0.101 13.16 205.61 0.064 UR-LL diag 35.61 143.75 0.248 18.74 103.13 0.182 LR-UL diag 17.81 143.75 0.124 36.54 103.13 0.354 Bot chord 14.07 261.49 0.054 22.53 259.37 0.087 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.01 16.00 0.063 6.29 -1.17 UR-LL diag 2.74 16.00 0.171 7.04 -6.96 LR-UL diag 2.10 16.00 0.131 7.04 -6.96 Bot chord 0.61 16.00 0.038 1.25 -6.73 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 28 Girder 8 Shapes Brace 28 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 29 Girder 8 Shapes Brace 29 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 29 - HS Girder 8 Forces - HS Forces on Brace 29 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -3.77 -0.26 7.57 -11.67 0.00 Concurrent Mom -24.59 93.43 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 8.71 -0.07 97.88 -71.26 0.00 Concurrent shear -11.63 7.22 k Moment from fatigue trk 4.54 -10.96 Concurrent Shr 0.28 -2.32 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -16.78 -1.82 17.33 -31.64 0.00 Concurrent shear -7.35 9.44 k Moment from fatigue trk 12.96 -25.28 Concurrent Shr -2.58 4.94 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord 2.10 0.31 9.14 -10.63 4.00 -9.52 0.00 0.00 UR-LL diag 4.81 0.34 14.29 -9.59 11.73 -15.01 0.00 0.00 LR-UL diag -4.65 -0.31 9.40 -15.01 14.29 -11.95 0.00 0.00 Bot chord -2.24 -0.33 11.37 -9.77 10.17 -4.28 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 29 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 22.96 208.33 0.110 19.96 205.59 0.097 UR-LL diag 37.73 143.75 0.262 25.89 103.11 0.251 LR-UL diag 24.57 143.75 0.171 39.05 103.11 0.379 Bot chord 21.34 261.49 0.082 24.55 259.35 0.095 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.66 208.33 0.085 15.36 205.59 0.075 UR-LL diag 29.02 143.75 0.202 19.92 103.11 0.193 LR-UL diag 18.90 143.75 0.131 30.04 103.11 0.291 Bot chord 16.42 261.49 0.063 18.88 259.35 0.073 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.89 16.00 0.056 5.23 -1.40 UR-LL diag 2.43 16.00 0.152 6.23 -6.18 LR-UL diag 2.15 16.00 0.134 6.23 -6.18 Bot chord 0.54 16.00 0.034 1.50 -5.59 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 29 Girder 8 Shapes Brace 29 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.91 77.89 Bot chord: WT 8.00 x 25.00 62.76 69.73 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 30 Girder 8 Shapes Brace 30 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 30 - HS Girder 8 Forces - HS Forces on Brace 30 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.29 0.19 6.98 -9.35 0.00 Concurrent Mom -12.81 79.88 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -2.43 -0.81 81.55 -63.17 0.00 Concurrent shear -9.29 6.69 k Moment from fatigue trk 4.78 -6.42 Concurrent Shr 0.22 -2.01 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 6.27 0.49 14.65 -19.10 0.00 Concurrent shear -6.82 7.10 k Moment from fatigue trk 12.26 -14.93 Concurrent Shr -2.46 3.54 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.85 -0.02 7.77 -9.31 4.06 -8.84 0.00 0.00 UR-LL diag -1.65 -0.24 11.40 -8.93 8.79 -12.06 0.00 0.00 LR-UL diag 1.58 0.24 8.69 -12.06 11.40 -9.04 0.00 0.00 Bot chord 0.90 0.02 9.95 -8.31 9.45 -4.34 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 30 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 15.74 208.33 0.076 21.33 205.60 0.104 UR-LL diag 22.29 143.75 0.155 28.65 103.12 0.278 LR-UL diag 27.11 143.75 0.189 23.82 103.12 0.231 Bot chord 22.81 261.49 0.087 16.83 259.36 0.065 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 12.11 208.33 0.058 16.41 205.60 0.080 UR-LL diag 17.15 143.75 0.119 22.03 103.12 0.214 LR-UL diag 20.86 143.75 0.145 18.33 103.12 0.178 Bot chord 17.55 261.49 0.067 12.95 259.36 0.050 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.64 16.00 0.040 3.78 -1.40 UR-LL diag 1.54 16.00 0.096 4.44 -4.46 LR-UL diag 1.54 16.00 0.096 4.44 -4.46 Bot chord 0.47 16.00 0.029 1.49 -4.04 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 30 Girder 8 Shapes Brace 30 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.07 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 31 Girder 8 Shapes Brace 31 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.04 71.16 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.00 77.96 Bot chord: WT 8.00 x 25.00 62.83 69.82 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 31 - HS Girder 8 Forces - HS Forces on Brace 31 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 2.11 0.24 4.89 -5.13 0.00 Concurrent Mom -0.73 45.71 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -3.29 -0.55 47.10 -41.98 0.00 Concurrent shear -5.05 4.63 k Moment from fatigue trk 0.82 -0.56 Concurrent Shr 0.44 -1.29 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 11.00 1.07 6.95 -3.27 0.00 Concurrent shear -4.60 2.79 k Moment from fatigue trk 5.22 -2.17 Concurrent Shr -1.32 1.01 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.56 -0.13 4.96 -5.72 3.44 -5.29 0.00 0.00 UR-LL diag -2.71 -0.31 6.25 -6.35 5.95 -6.65 0.00 0.00 LR-UL diag 2.60 0.30 6.00 -6.65 6.25 -6.35 0.00 0.00 Bot chord 1.67 0.14 6.11 -5.30 5.66 -3.68 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 31 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 8.56 208.33 0.041 14.62 205.49 0.071 UR-LL diag 9.64 143.75 0.067 18.36 103.00 0.178 LR-UL diag 17.32 143.75 0.121 10.67 103.00 0.104 Bot chord 15.63 261.49 0.060 9.15 259.22 0.035 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 6.58 208.33 0.032 11.24 205.49 0.055 UR-LL diag 7.41 143.75 0.052 14.12 103.00 0.137 LR-UL diag 13.33 143.75 0.093 8.21 103.00 0.080 Bot chord 12.02 261.49 0.046 7.04 259.22 0.027 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.22 16.00 0.014 1.57 -0.69 UR-LL diag 0.50 16.00 0.031 1.68 -1.65 LR-UL diag 0.65 16.00 0.041 1.68 -1.65 Bot chord 0.26 16.00 0.016 0.74 -1.68 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 31 Girder 8 Shapes Brace 31 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 64.04 71.16 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 90.00 77.96 Bot chord: WT 8.00 x 25.00 62.83 69.82 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 32 Girder 8 Shapes Brace 32 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 32 - HS Girder 8 Forces - HS Forces on Brace 32 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.25 0.03 1.16 -0.86 0.00 Concurrent Mom -3.58 2.79 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.22 -0.03 2.93 -3.76 0.00 Concurrent shear -0.84 1.15 k Moment from fatigue trk 0.29 -2.29 Concurrent Shr -0.05 0.36 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.49 0.16 6.42 -4.69 0.00 Concurrent shear -1.16 0.86 k Moment from fatigue trk 4.42 -2.85 Concurrent Shr -0.70 0.45 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.23 -0.02 0.29 -0.43 0.29 -0.43 0.00 0.00 UR-LL diag -0.33 -0.04 1.10 -1.48 1.45 -1.46 0.00 0.00 LR-UL diag 0.31 0.03 1.45 -1.07 1.44 -1.48 0.00 0.00 Bot chord 0.24 0.03 0.46 -0.31 0.46 -0.31 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 32 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.30 208.33 0.001 1.27 205.61 0.006 UR-LL diag 2.67 143.75 0.019 3.68 103.13 0.036 LR-UL diag 3.58 143.75 0.025 2.76 103.13 0.027 Bot chord 1.36 261.49 0.005 0.32 259.37 0.001 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 0.23 208.33 0.001 0.98 205.61 0.005 UR-LL diag 2.05 143.75 0.014 2.83 103.13 0.027 LR-UL diag 2.76 143.75 0.019 2.13 103.13 0.021 Bot chord 1.04 261.49 0.004 0.25 259.37 0.001 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.04 16.00 0.003 0.19 -0.28 UR-LL diag 0.30 16.00 0.019 0.87 -0.89 LR-UL diag 0.30 16.00 0.019 0.87 -0.89 Bot chord 0.05 16.00 0.003 0.30 -0.20 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 32 Girder 8 Shapes Brace 32 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 33 Girder 8 Shapes Brace 33 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 33 - HS Girder 8 Forces - HS Forces on Brace 33 - Lane load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.06 0.03 5.38 -5.76 0.00 Concurrent Mom -3.64 48.51 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.40 -0.32 50.14 -47.47 0.00 Concurrent shear -5.56 5.31 k Moment from fatigue trk 0.92 -2.47 Concurrent Shr -0.85 1.03 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.84 -0.09 5.58 -5.75 0.00 Concurrent shear -4.41 4.19 k Moment from fatigue trk 3.58 -3.76 Concurrent Shr -0.22 2.04 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord 0.17 0.04 5.53 -5.89 3.56 -5.28 0.00 0.00 UR-LL diag 0.09 -0.04 7.03 -6.95 6.56 -7.43 0.00 0.00 LR-UL diag -0.07 0.04 6.87 -7.43 7.03 -6.95 0.00 0.00 Bot chord -0.18 -0.04 6.29 -5.91 5.64 -3.81 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 33 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 12.27 208.33 0.059 12.51 205.61 0.061 UR-LL diag 15.32 143.75 0.107 16.07 103.12 0.156 LR-UL diag 15.22 143.75 0.106 16.16 103.12 0.157 Bot chord 13.38 261.49 0.051 13.12 259.36 0.051 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 9.44 208.33 0.045 9.62 205.61 0.047 UR-LL diag 11.78 143.75 0.082 12.36 103.12 0.120 LR-UL diag 11.71 143.75 0.081 12.43 103.12 0.121 Bot chord 10.29 261.49 0.039 10.09 259.36 0.039 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.23 16.00 0.014 0.73 -1.37 UR-LL diag 0.88 16.00 0.055 2.51 -2.61 LR-UL diag 0.88 16.00 0.055 2.51 -2.61 Bot chord 0.22 16.00 0.014 1.46 -0.78 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 33 Girder 8 Shapes Brace 33 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.96 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.90 77.88 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 34 Girder 8 Shapes Brace 34 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.98 71.09 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.93 77.90 Bot chord: WT 8.00 x 25.00 62.77 69.75 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 34 - HS Girder 8 Forces - HS Forces on Brace 34 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.11 0.09 7.78 -9.23 0.00 Concurrent Mom -3.48 80.32 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.71 -0.62 81.99 -69.71 0.00 Concurrent shear -9.08 7.72 k Moment from fatigue trk 2.08 -1.26 Concurrent Shr -2.24 0.97 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.05 -0.04 5.61 -6.49 0.00 Concurrent shear -4.07 7.31 k Moment from fatigue trk 4.30 -4.90 Concurrent Shr -1.60 3.36 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.05 0.05 8.20 -9.65 3.18 -9.08 0.00 0.00 UR-LL diag 0.14 -0.11 11.24 -10.06 9.47 -11.93 0.00 0.00 LR-UL diag -0.14 0.11 10.00 -11.93 11.24 -10.06 0.00 0.00 Bot chord 0.05 -0.06 10.32 -8.77 9.70 -3.40 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 34 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 17.82 208.33 0.086 20.94 205.57 0.102 UR-LL diag 24.45 143.75 0.170 25.85 103.09 0.251 LR-UL diag 24.37 143.75 0.170 25.94 103.09 0.252 Bot chord 22.39 261.49 0.086 19.05 259.32 0.073 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 13.71 208.33 0.066 16.11 205.57 0.078 UR-LL diag 18.81 143.75 0.131 19.89 103.09 0.193 LR-UL diag 18.75 143.75 0.130 19.95 103.09 0.194 Bot chord 17.22 261.49 0.066 14.65 259.32 0.057 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.51 16.00 0.032 1.99 -2.56 UR-LL diag 1.46 16.00 0.091 4.13 -4.32 LR-UL diag 1.46 16.00 0.091 4.13 -4.32 Bot chord 0.46 16.00 0.029 2.74 -2.13 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 34 Girder 8 Shapes Brace 34 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.98 71.09 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.93 77.90 Bot chord: WT 8.00 x 25.00 62.77 69.75 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 35 Girder 8 Shapes Brace 35 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 35 - HS Girder 8 Forces - HS Forces on Brace 35 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.65 0.10 8.77 -10.62 0.00 Concurrent Mom -3.64 93.55 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 5.05 -0.64 94.74 -77.19 0.00 Concurrent shear -10.50 8.54 k Moment from fatigue trk 3.48 -0.98 Concurrent Shr -3.78 0.73 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.66 0.03 7.12 -7.29 0.00 Concurrent shear -5.03 8.82 k Moment from fatigue trk 5.49 -5.84 Concurrent Shr -2.03 5.11 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.49 0.04 9.09 -11.14 3.89 -10.72 0.00 0.00 UR-LL diag 0.80 -0.12 12.92 -11.35 10.77 -13.73 0.00 0.00 LR-UL diag -0.83 0.13 11.06 -13.73 12.92 -11.37 0.00 0.00 Bot chord 0.53 -0.05 11.91 -9.72 11.46 -4.15 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 35 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 19.15 208.33 0.092 24.77 205.61 0.120 UR-LL diag 28.93 143.75 0.201 28.93 103.13 0.281 LR-UL diag 27.14 143.75 0.189 30.73 103.13 0.298 Bot chord 26.48 261.49 0.101 20.48 259.37 0.079 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 14.73 208.33 0.071 19.05 205.61 0.093 UR-LL diag 22.25 143.75 0.155 22.26 103.13 0.216 LR-UL diag 20.87 143.75 0.145 23.64 103.13 0.229 Bot chord 20.37 261.49 0.078 15.75 259.37 0.061 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.86 16.00 0.054 3.37 -4.28 UR-LL diag 2.21 16.00 0.138 6.25 -6.57 LR-UL diag 2.21 16.00 0.138 6.25 -6.57 Bot chord 0.77 16.00 0.048 4.57 -3.60 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 35 Girder 8 Shapes Brace 35 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 36 Girder 8 Shapes Brace 36 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 36 - HS Girder 8 Forces - HS Forces on Brace 36 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -2.21 0.01 8.88 -10.77 0.00 Concurrent Mom -4.48 93.70 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 13.33 -0.24 94.65 -78.65 0.00 Concurrent shear -10.55 8.65 k Moment from fatigue trk 3.10 -0.42 Concurrent Shr -4.17 0.54 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -1.63 -0.20 5.51 -7.56 0.00 Concurrent shear -5.12 10.09 k Moment from fatigue trk 4.25 -5.95 Concurrent Shr -2.47 5.26 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -0.75 0.05 9.32 -11.06 4.37 -10.59 0.00 0.00 UR-LL diag 2.75 -0.01 13.11 -11.48 12.32 -13.91 0.00 0.00 LR-UL diag -2.81 0.01 11.21 -13.91 13.11 -13.03 0.00 0.00 Bot chord 0.80 -0.05 11.82 -9.96 11.32 -4.67 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 36 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 19.32 208.33 0.093 24.92 205.58 0.121 UR-LL diag 32.04 143.75 0.223 26.64 103.10 0.258 LR-UL diag 24.84 143.75 0.173 33.84 103.10 0.328 Bot chord 26.64 261.49 0.102 20.66 259.33 0.080 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 14.86 208.33 0.071 19.17 205.58 0.093 UR-LL diag 24.64 143.75 0.171 20.49 103.10 0.199 LR-UL diag 19.11 143.75 0.133 26.03 103.10 0.252 Bot chord 20.49 261.49 0.078 15.89 259.33 0.061 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.95 16.00 0.059 3.89 -4.42 UR-LL diag 2.28 16.00 0.142 6.44 -6.77 LR-UL diag 2.28 16.00 0.142 6.44 -6.77 Bot chord 0.83 16.00 0.052 4.73 -4.16 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 36 Girder 8 Shapes Brace 36 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 37 Girder 8 Shapes Brace 37 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 37 - HS Girder 8 Forces - HS Forces on Brace 37 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -2.79 0.00 8.44 -10.79 0.00 Concurrent Mom -4.62 93.93 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 20.28 0.09 95.95 -74.99 0.00 Concurrent shear -10.68 8.32 k Moment from fatigue trk 4.25 -0.43 Concurrent Shr -4.24 0.41 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 1.42 0.09 7.19 -7.44 0.00 Concurrent shear -5.72 9.41 k Moment from fatigue trk 5.65 -5.77 Concurrent Shr -2.39 5.80 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.78 -0.02 8.81 -11.23 4.63 -10.62 0.00 0.00 UR-LL diag 3.43 0.00 13.14 -10.90 11.48 -13.94 0.00 0.00 LR-UL diag -3.57 0.00 10.77 -13.94 13.14 -12.13 0.00 0.00 Bot chord 1.91 0.02 12.00 -9.42 11.36 -4.95 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 37 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 16.78 208.33 0.081 26.72 205.61 0.130 UR-LL diag 32.99 143.75 0.230 25.81 103.13 0.250 LR-UL diag 23.89 143.75 0.166 34.91 103.13 0.338 Bot chord 28.57 261.49 0.109 17.94 259.37 0.069 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 12.90 208.33 0.062 20.55 205.61 0.100 UR-LL diag 25.38 143.75 0.177 19.85 103.13 0.192 LR-UL diag 18.38 143.75 0.128 26.85 103.13 0.260 Bot chord 21.97 261.49 0.084 13.80 259.37 0.053 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.98 16.00 0.061 3.69 -5.07 UR-LL diag 2.51 16.00 0.157 7.09 -7.48 LR-UL diag 2.51 16.00 0.157 7.09 -7.48 Bot chord 0.88 16.00 0.055 5.42 -3.94 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 37 Girder 8 Shapes Brace 37 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 38 Girder 8 Shapes Brace 38 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 38 - HS Girder 8 Forces - HS Forces on Brace 38 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -3.03 -0.05 7.11 -10.20 0.00 Concurrent Mom -3.08 90.63 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 20.36 0.27 91.00 -64.05 0.00 Concurrent shear -10.19 7.01 k Moment from fatigue trk 3.52 -0.21 Concurrent Shr -3.61 0.28 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.12 -0.04 6.10 -7.37 0.00 Concurrent shear -4.37 8.31 k Moment from fatigue trk 4.78 -5.51 Concurrent Shr -3.00 5.64 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.54 -0.01 7.62 -10.58 3.40 -10.48 0.00 0.00 UR-LL diag 3.74 0.06 12.41 -9.20 10.15 -13.20 0.00 0.00 LR-UL diag -3.86 -0.06 9.09 -13.20 12.41 -10.71 0.00 0.00 Bot chord 1.64 0.02 11.32 -8.15 11.21 -3.63 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 38 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 14.54 208.33 0.070 24.99 205.61 0.122 UR-LL diag 31.88 143.75 0.222 23.71 103.13 0.230 LR-UL diag 21.84 143.75 0.152 33.74 103.13 0.327 Bot chord 26.72 261.49 0.102 15.54 259.37 0.060 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 11.18 208.33 0.054 19.23 205.61 0.094 UR-LL diag 24.52 143.75 0.171 18.24 103.13 0.177 LR-UL diag 16.80 143.75 0.117 25.96 103.13 0.252 Bot chord 20.55 261.49 0.079 11.96 259.37 0.046 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.90 16.00 0.056 3.17 -4.95 UR-LL diag 2.44 16.00 0.152 6.89 -7.27 LR-UL diag 2.44 16.00 0.152 6.89 -7.27 Bot chord 0.83 16.00 0.052 5.29 -3.39 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 38 Girder 8 Shapes Brace 38 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.95 71.06 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.89 77.87 Bot chord: WT 8.00 x 25.00 62.75 69.72 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 39 Girder 8 Shapes Brace 39 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Service Forces - Girder 8 To Adjacent Girder - Brace 39 - HS Girder 8 Forces - HS Forces on Brace 39 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -2.43 -0.09 4.84 -6.63 0.00 Concurrent Mom -2.09 59.04 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 16.13 0.56 59.23 -44.23 0.00 Concurrent shear -6.54 4.84 k Moment from fatigue trk 1.80 -0.17 Concurrent Shr -1.98 -0.49 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.33 -0.05 3.42 -4.64 0.00 Concurrent shear -1.66 5.18 k Moment from fatigue trk 2.49 -3.24 Concurrent Shr -0.98 2.75 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chord -1.18 -0.03 5.26 -6.99 1.02 -6.84 0.00 0.00 UR-LL diag 3.01 0.11 8.07 -6.27 6.32 -8.59 0.00 0.00 LR-UL diag -3.10 -0.11 6.28 -8.59 8.07 -6.67 0.00 0.00 Bot chord 1.26 0.04 7.48 -5.63 7.31 -1.09 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 39 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 9.85 208.33 0.047 16.76 205.58 0.082 UR-LL diag 21.58 143.75 0.150 14.58 103.10 0.141 LR-UL diag 13.34 143.75 0.093 22.82 103.10 0.221 Bot chord 17.92 261.49 0.069 10.53 259.33 0.041 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 7.58 208.33 0.036 12.89 205.58 0.063 UR-LL diag 16.60 143.75 0.115 11.22 103.10 0.109 LR-UL diag 10.26 143.75 0.071 17.55 103.10 0.170 Bot chord 13.78 261.49 0.053 8.10 259.33 0.031 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 0.39 16.00 0.024 1.77 -2.28 UR-LL diag 1.35 16.00 0.084 3.36 -3.54 LR-UL diag 1.19 16.00 0.074 3.36 -3.54 Bot chord 0.47 16.00 0.029 2.44 -1.89 Tension Area Compression Area Top chord 4.17 5.89 Diag 2.88 3.75 Bot chord 5.23 7.37 Shapes - Girder 8 To Adjacent Girder - Brace 39 Girder 8 Shapes Brace 39 Type E bracing - top and bottom chords crossed diagonals Shape Comp KL/r Tens L/r Top chord: WT 8.00 x 20.00 63.97 71.08 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 26.26 Diagonals: L 4.00 x 4.00 x 0.500 89.92 77.89 Bot chord: WT 8.00 x 25.00 62.77 69.74 Stem vertical Allowable stem slenderness 24.00 Actual stem slenderness 21.39 Shapes - Girder 8 To Adjacent Girder - Brace 40 Girder 8 Shapes Brace 40 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 86.33 75.73 Diagonals: L 4.00 x 4.00 x 0.375 87.89 97.65 Bot chord: L 4.00 x 4.00 x 0.375 136.31 151.46 **** Violation Bottom chord slenderness violation at girder 8 brace 40 Service Forces - Girder 8 To Adjacent Girder - Brace 40 - HS Girder 8 Forces - HS Forces on Brace 40 - Truck load governs Shear - k Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.06 0.02 2.91 -2.16 0.00 Concurrent Mom -8.24 6.83 k-ft Moment at Girder 8 - k-ft - right side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk -0.17 -0.08 7.13 -9.99 0.00 Concurrent shear -2.12 2.87 k Moment from fatigue trk 1.49 -7.33 Concurrent Shr -0.24 1.17 Moment at Adjacent Girder - k-ft - left side of brace Noncomp Comp Max Min Side- Dead Dead LL+I LL+I walk 0.46 0.15 16.46 -11.38 0.00 Concurrent shear -2.84 2.16 k Moment from fatigue trk 13.67 -9.57 Concurrent Shr -2.17 1.53 Girder 8 Service Axial Forces - k Noncmp Comp LL+I LL+I Side- Dead Dead Forces Forces walk at gd 8 at adj gd (+) (-) (+) (-) (+) (-) Top chd L -0.11 -0.04 3.60 -5.10 2.84 -4.11 0.00 0.00 Top chd R 0.04 0.02 2.50 -1.78 3.60 -5.10 0.00 0.00 UC-LL diag 0.10 0.04 4.61 -3.42 4.49 -4.61 0.00 0.00 LR-UC diag -0.10 -0.04 3.42 -4.61 4.61 -4.49 0.00 0.00 Bot chord 0.04 0.01 1.52 -0.95 1.52 -0.95 0.00 0.00 Stresses - Girder 8 To Adjacent Girder - Brace 40 - HS Girder 8 Stresses Grp I - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 7.62 109.02 0.070 11.26 81.99 0.137 LR-UC diag 10.20 109.02 0.094 9.84 80.54 0.122 UC-LL diag 9.84 109.02 0.090 10.20 80.54 0.127 Bot chord 3.36 109.02 0.031 2.00 37.45 0.053 Overload - Combined Factored Axial Forces - k Tens Tens Ratio Comp Comp Ratio Actual Allow Actual Allow Top chord 5.87 109.02 0.054 8.66 81.99 0.106 LR-UC diag 7.84 109.02 0.072 7.57 80.54 0.094 UC-LL diag 7.57 109.02 0.069 7.84 80.54 0.097 Bot chord 2.58 109.02 0.024 1.54 37.45 0.041 Fatigue Stresses - ksi Range Limit Forces - k Actual Allow Ratio Unfactored Range Range Tens Comp Top chord 1.93 16.00 0.121 2.39 -3.42 UC-LL diag 1.56 16.00 0.098 3.43 -3.43 LR-UC diag 1.56 16.00 0.098 3.43 -3.43 Bot chord 0.29 16.00 0.018 0.75 -0.51 Tension Area Compression Area Top chord 2.18 2.86 Diag 2.18 2.86 Bot chord 2.18 2.86 Shapes - Girder 8 To Adjacent Girder - Brace 40 Girder 8 Shapes Brace 40 Type B bracing - top and bottom chords K diagonals to mid of top chord Shape Comp KL/r Tens L/r Top chord: L 4.00 x 4.00 x 0.375 86.33 75.73 Diagonals: L 4.00 x 4.00 x 0.375 87.89 97.65 Bot chord: L 4.00 x 4.00 x 0.375 136.31 151.46 **** Violation Bottom chord slenderness violation at girder 8 brace 40 Summary of Performance Ratios - Girder 8 - HS (Performance ratios do not include the effect of connection eccentricity.) Bracing forces from loading in lane locations used for forces in associated girder. Combined Stresses Fatigue Stresses Brace Top Diag Bott Top Diag Bott Chord Chord Chord Chord 1 0.089 0.335 0.031 0.125 0.121 0.027 2 0.099 0.223 0.094 0.022 0.122 0.026 3 0.113 0.264 0.106 0.048 0.189 0.045 4 0.110 0.263 0.100 0.050 0.168 0.044 5 0.072 0.196 0.064 0.026 0.132 0.023 6 0.238 0.957 0.202 0.039 0.259 0.047 7 0.089 0.211 0.076 0.008 0.068 0.010 8 0.131 0.416 0.114 0.047 0.116 0.029 9 0.143 0.499 0.124 0.056 0.153 0.034 10 0.132 0.448 0.112 0.054 0.149 0.039 11 0.128 0.315 0.109 0.033 0.113 0.040 12 0.119 0.412 0.101 0.011 0.111 0.013 13 0.070 0.454 0.058 0.011 0.092 0.013 14 0.095 0.290 0.080 0.025 0.075 0.030 15 0.128 0.352 0.110 0.059 0.146 0.036 16 0.163 0.491 0.140 0.068 0.191 0.041 17 0.177 0.540 0.152 0.071 0.176 0.043 18 0.165 0.528 0.142 0.070 0.173 0.042 19 0.145 0.464 0.125 0.067 0.176 0.041 20 0.099 0.309 0.085 0.055 0.125 0.033 21 0.098 0.333 0.082 0.024 0.089 0.029 22 0.087 0.558 0.073 0.010 0.098 0.012 23 0.093 0.339 0.078 0.016 0.101 0.019 24 0.112 0.316 0.094 0.041 0.094 0.031 25 0.112 0.359 0.096 0.056 0.123 0.034 26 0.142 0.441 0.122 0.066 0.144 0.040 27 0.140 0.488 0.120 0.066 0.171 0.040 28 0.132 0.461 0.113 0.063 0.171 0.038 29 0.110 0.379 0.095 0.056 0.152 0.034 30 0.104 0.278 0.087 0.040 0.096 0.029 31 0.071 0.178 0.060 0.014 0.041 0.016 32 0.006 0.036 0.005 0.003 0.019 0.003 33 0.061 0.157 0.051 0.014 0.055 0.014 34 0.102 0.252 0.086 0.032 0.091 0.029 35 0.120 0.298 0.101 0.054 0.138 0.048 36 0.121 0.328 0.102 0.059 0.142 0.052 37 0.130 0.338 0.109 0.061 0.157 0.055 38 0.122 0.327 0.102 0.056 0.152 0.052 39 0.082 0.221 0.069 0.024 0.084 0.029 40 0.137 0.127 0.053 0.121 0.098 0.018 Summary of Rating Factors - Girder 8 - HS Girder 8 Summary of Rating Factors Brace Governing Capacity Dead LL+I Inventory Operating Member Effect Effect 1 diag 96.10 1.22 5.71 7.63 12.71 2 diag 137.17 1.57 13.16 4.73 7.89 3 diag 131.38 0.88 15.44 3.89 6.48 4 diag 124.87 0.43 14.84 3.86 6.43 5 diag 117.55 0.42 10.38 5.20 8.66 6 diag 109.41 49.84 18.37 1.12 1.87 7 diag 109.40 1.78 9.59 5.15 8.58 8 diag 109.40 6.74 16.94 2.74 4.56 9 diag 109.40 9.71 19.34 2.31 3.84 10 diag 109.39 6.43 18.71 2.49 4.15 11 diag 109.38 3.25 13.91 3.48 5.81 12 diag 109.40 18.93 9.45 4.14 6.89 13 diag 103.13 22.04 8.38 4.10 6.83 14 diag 103.13 7.52 9.28 4.63 7.72 15 diag 103.13 3.35 14.70 3.10 5.16 16 diag 103.11 9.58 17.60 2.37 3.96 17 diag 103.11 12.50 18.15 2.21 3.68 18 diag 103.14 12.01 17.88 2.26 3.76 19 diag 103.11 8.61 16.88 2.51 4.18 20 diag 103.13 1.36 13.87 3.37 5.61 21 diag 103.11 11.07 9.19 4.45 7.42 22 diag 103.10 28.20 9.63 3.18 5.30 23 diag 103.12 12.40 8.68 4.62 7.70 24 diag 103.12 3.37 13.01 3.50 5.83 25 diag 103.09 4.13 14.57 3.09 5.15 26 diag 103.12 6.60 16.99 2.56 4.27 27 diag 103.11 10.07 17.16 2.42 4.03 28 diag 103.13 8.73 16.65 2.54 4.23 29 diag 103.11 4.97 15.01 2.97 4.95 30 diag 103.12 1.89 12.06 3.85 6.41 31 diag 103.00 3.02 6.65 6.87 11.45 32 diag 103.13 0.36 1.48 32.02 53.36 33 diag 103.12 0.03 7.43 6.40 10.66 34 diag 103.09 0.03 11.93 3.98 6.64 35 diag 103.13 0.71 13.73 3.43 5.72 36 diag 103.10 2.79 13.91 3.29 5.49 37 diag 103.13 3.57 13.94 3.26 5.43 38 diag 103.13 3.92 13.20 3.42 5.71 39 diag 103.10 3.21 8.59 5.31 8.85 40 top chd 81.99 0.15 5.10 7.40 12.33 Effects shown are service. Ratings are strength based. Summary of Analyses - Girder 8 Girder 8 Summary of Analyses - HS Brace Type Shr Mom Service Load 1 2 3 4 5 (k ) (k-ft) (k ) 1 B -0.89 5.25 ncomp dead rt 0.01 -1.11 -1.31 1.11 0.65 1 B -0.09 0.46 super dead rt 0.02 -0.11 -0.11 0.11 0.05 1 B -4.56 9.86 max ll+i mom rt 4.35 -5.70 -2.46 5.70 -0.94 1 B 4.36 -9.36 max ll+i shr rt -4.17 5.44 2.34 -5.44 0.92 1 B 4.21 -7.93 min ll+i mom rt -4.30 5.25 1.98 -5.25 1.16 1 B -4.58 9.52 min ll+i shr rt 4.45 -5.71 -2.38 5.71 -1.04 1 B -4.29 17.04 max ll+i mom lt -4.26 5.35 2.14 -5.35 1.06 1 B -4.36 -9.36 max ll+i shr lt 2.34 -5.44 -4.17 5.44 0.92 1 B 4.56 -16.38 min ll+i mom lt 4.09 -5.70 -2.72 5.70 -0.68 1 B 4.58 9.52 min ll+i shr lt -2.38 5.71 4.45 -5.71 -1.04 2 E -0.98 5.88 ncomp dead rt -1.31 1.37 -1.48 1.41 2 E -0.06 0.42 super dead rt -0.11 0.09 -0.09 0.11 2 E -8.75 47.88 max ll+i mom rt -9.68 12.32 -13.07 10.39 2 E 6.88 -3.74 max ll+i shr rt -7.38 -10.27 9.69 7.93 2 E 6.88 -37.85 min ll+i mom rt 7.70 -9.68 10.28 -8.26 2 E -8.82 47.81 min ll+i shr rt -9.56 12.41 -13.16 10.26 2 E -4.47 9.43 max ll+i mom lt 1.70 6.55 -6.41 -1.82 2 E -6.88 -3.74 max ll+i shr lt -7.38 -10.27 9.69 7.93 2 E 7.55 -10.32 min ll+i mom lt -5.36 -11.16 10.74 5.75 2 E 8.82 47.81 min ll+i shr lt -9.56 12.41 -13.16 10.26 3 E -0.54 3.10 ncomp dead rt -0.56 0.85 -0.90 0.61 3 E 0.01 -0.03 super dead rt -0.01 -0.02 0.02 0.01 3 E -9.13 56.87 max ll+i mom rt -11.49 14.41 -15.32 12.36 3 E 8.43 -6.57 max ll+i shr rt -9.69 -14.12 13.35 10.42 3 E 8.43 -51.31 min ll+i mom rt 10.07 -13.33 14.13 -10.83 3 E -9.23 54.48 min ll+i shr rt -10.28 14.62 -15.44 11.06 3 E -6.94 11.73 max ll+i mom lt 5.18 11.51 -11.09 -5.58 3 E -8.43 -6.57 max ll+i shr lt -9.69 -14.12 13.35 10.42 3 E 8.43 -11.72 min ll+i mom lt -7.41 -14.02 13.43 7.97 3 E 9.23 54.48 min ll+i shr lt -10.28 14.62 -15.44 11.06 4 E -0.22 1.57 ncomp dead rt -0.32 0.39 -0.42 0.34 4 E 0.00 0.10 super dead rt -0.04 0.01 -0.01 0.04 4 E -7.89 54.74 max ll+i mom rt -10.95 13.83 -14.71 11.80 4 E 7.39 -5.68 max ll+i shr rt -9.85 -13.75 12.96 10.61 4 E 7.06 -49.60 min ll+i mom rt 10.08 -12.36 13.17 -10.86 4 E -7.99 52.40 min ll+i shr rt -9.75 14.06 -14.84 10.51 4 E -6.15 11.46 max ll+i mom lt 5.22 11.32 -10.90 -5.63 4 E -7.39 -5.68 max ll+i shr lt -9.85 -13.75 12.96 10.61 4 E 7.56 -10.86 min ll+i mom lt -7.85 -13.99 13.35 8.46 4 E 7.99 52.40 min ll+i shr lt -9.75 14.06 -14.84 10.51 5 E 0.12 -0.40 ncomp dead rt -0.05 -0.24 0.23 0.05 5 E 0.09 -0.02 super dead rt -0.16 -0.18 0.17 0.17 5 E -4.21 33.56 max ll+i mom rt -7.00 8.09 -8.66 7.55 5 E 5.20 -20.42 max ll+i shr rt -0.64 -10.38 10.33 0.69 5 E 5.07 -34.93 min ll+i mom rt 6.01 -9.84 10.33 -6.49 5 E -4.25 32.25 min ll+i shr rt -6.34 8.20 -8.72 6.84 5 E -4.51 11.58 max ll+i mom lt 3.25 9.10 -8.83 -3.50 5 E -5.20 -20.42 max ll+i shr lt -0.64 -10.38 10.33 0.69 5 E 3.65 -4.54 min ll+i mom lt -4.76 -7.46 7.07 5.14 5 E 4.25 32.25 min ll+i shr lt -6.34 8.20 -8.72 6.84 6 E 20.17 -37.14 ncomp dead rt -24.69 -44.88 42.86 26.66 6 E 2.23 -4.19 super dead rt -2.69 -4.96 4.74 2.91 6 E -3.32 9.33 max ll+i mom rt 2.64 7.32 -7.11 -2.85 6 E 8.33 -24.45 max ll+i shr rt -6.18 -18.37 17.87 6.67 6 E 8.26 -24.52 min ll+i mom rt -6.00 -18.21 17.71 6.48 6 E -3.34 8.90 min ll+i shr rt 2.88 7.39 -7.15 -3.11 6 E -8.31 48.12 max ll+i mom lt -4.29 17.91 -18.26 4.63 6 E -8.33 -24.45 max ll+i shr lt -6.18 -18.37 17.87 6.67 6 E 3.34 -19.82 min ll+i mom lt 1.93 -7.19 7.35 -2.09 6 E 3.34 8.90 min ll+i shr lt 2.88 7.39 -7.15 -3.11 7 E 0.54 -0.24 ncomp dead rt -0.99 -1.21 1.13 1.07 7 E 0.25 -0.67 super dead rt -0.22 -0.56 0.54 0.24 7 E -3.81 35.18 max ll+i mom rt -7.74 7.97 -8.61 8.36 7 E 4.39 -18.78 max ll+i shr rt -0.67 -9.59 9.53 0.72 7 E 4.38 -35.24 min ll+i mom rt 6.61 -9.26 9.80 -7.14 7 E -4.13 35.15 min ll+i shr rt -7.08 8.69 -9.27 7.65 7 E -3.97 11.24 max ll+i mom lt 3.14 8.78 -8.52 -3.39 7 E -4.39 -18.78 max ll+i shr lt -0.67 -9.59 9.53 0.72 7 E 3.62 -7.81 min ll+i mom lt -3.93 -8.03 7.71 4.24 7 E 4.13 35.15 min ll+i shr lt -7.08 8.69 -9.27 7.65 8 E -2.97 9.84 ncomp dead rt 1.70 6.52 -6.38 -1.84 8 E -0.17 0.19 super dead rt 0.26 0.38 -0.36 -0.29 8 E -7.52 61.39 max ll+i mom rt -11.75 15.87 -16.83 12.69 8 E 5.17 -9.58 max ll+i shr rt -6.30 -11.50 10.98 6.80 8 E 4.89 -48.46 min ll+i mom rt 11.40 -10.17 11.11 -12.31 8 E -7.58 60.19 min ll+i shr rt -11.10 16.03 -16.94 11.99 8 E -2.75 6.68 max ll+i mom lt 2.65 6.09 -5.87 -2.86 8 E -5.17 -9.58 max ll+i shr lt -6.30 -11.50 10.98 6.80 8 E 5.00 -16.31 min ll+i mom lt -2.99 -11.00 10.75 3.23 8 E 7.58 60.19 min ll+i shr lt -11.10 16.03 -16.94 11.99 9 E -4.20 14.57 ncomp dead rt 2.14 9.24 -9.06 -2.31 9 E -0.31 0.55 super dead rt 0.38 0.68 -0.65 -0.41 9 E -8.58 69.40 max ll+i mom rt -13.12 18.13 -19.20 14.17 9 E 5.44 -13.40 max ll+i shr rt -5.18 -12.05 11.63 5.59 9 E 5.17 -51.60 min ll+i mom rt 12.21 -10.75 11.75 -13.19 9 E -8.65 68.07 min ll+i shr rt -12.38 18.32 -19.34 13.37 9 E -5.25 8.56 max ll+i mom lt 6.91 11.70 -11.13 -7.47 9 E -5.44 -13.40 max ll+i shr lt -5.18 -12.05 11.63 5.59 9 E 6.47 -20.66 min ll+i mom lt -4.07 -14.25 13.91 4.39 9 E 8.65 68.07 min ll+i shr lt -12.38 18.32 -19.34 13.37 10 E -2.76 12.09 ncomp dead rt 0.30 6.03 -6.00 -0.32 10 E -0.20 0.47 super dead rt 0.20 0.44 -0.43 -0.22 10 E -8.31 67.41 max ll+i mom rt -12.78 17.56 -18.61 13.81 10 E 5.60 -13.54 max ll+i shr rt -5.43 -12.40 11.95 5.86 10 E 5.28 -50.69 min ll+i mom rt 11.59 -11.01 11.96 -12.52 10 E -8.37 66.28 min ll+i shr rt -12.16 17.72 -18.71 13.13 10 E -5.45 11.54 max ll+i mom lt 6.01 12.10 -11.61 -6.49 10 E -5.60 -13.54 max ll+i shr lt -5.43 -12.40 11.95 5.86 10 E 6.60 -20.05 min ll+i mom lt -4.61 -14.55 14.18 4.97 10 E 8.37 66.28 min ll+i shr lt -12.16 17.72 -18.71 13.13 11 E 1.27 2.27 ncomp dead rt -3.58 -2.90 2.61 3.87 11 E 0.16 -0.22 super dead rt -0.22 -0.35 0.33 0.24 11 E -6.18 50.88 max ll+i mom rt -9.84 13.05 -13.85 10.62 11 E 5.09 -12.43 max ll+i shr rt -4.89 -11.28 10.87 5.28 11 E 4.76 -42.53 min ll+i mom rt 9.06 -9.98 10.72 -9.78 11 E -6.22 49.46 min ll+i shr rt -9.13 13.16 -13.91 9.86 11 E -5.09 14.60 max ll+i mom lt 3.93 11.23 -10.91 -4.24 11 E -5.09 -12.43 max ll+i shr lt -4.89 -11.28 10.87 5.28 11 E 4.58 -15.21 min ll+i mom lt -2.63 -10.08 9.87 2.84 11 E 6.22 49.46 min ll+i shr lt -9.13 13.16 -13.91 9.86 12 E 7.77 -14.88 ncomp dead rt -9.26 -17.29 16.53 10.00 12 E 0.74 -1.57 super dead rt -0.82 -1.65 1.58 0.88 12 E -2.45 23.28 max ll+i mom rt -5.27 5.12 -5.55 5.69 12 E 4.37 -23.68 max ll+i shr rt 1.54 -9.45 9.57 -1.66 12 E 3.65 -26.65 min ll+i mom rt 4.32 -7.76 8.11 -4.67 12 E -2.98 22.74 min ll+i shr rt -3.96 6.31 -6.64 4.28 12 E -4.29 18.83 max ll+i mom lt 0.44 9.35 -9.31 -0.47 12 E -4.37 -23.68 max ll+i shr lt 1.54 -9.45 9.57 -1.66 12 E 2.74 -8.68 min ll+i mom lt -1.76 -6.04 5.89 1.90 12 E 2.98 22.74 min ll+i shr lt -3.96 6.31 -6.64 4.28 13 E 15.74 -41.98 ncomp dead rt -7.40 -20.03 19.47 7.91 13 E 1.58 -4.11 super dead rt -0.77 -2.01 1.95 0.82 13 E -1.90 6.37 max ll+i mom rt 0.58 2.40 -2.36 -0.62 13 E 6.63 -23.55 max ll+i shr rt -1.70 -8.38 8.25 1.82 13 E 6.62 -23.62 min ll+i mom rt -1.67 -8.37 8.24 1.79 13 E -1.95 6.06 min ll+i shr rt 0.71 2.48 -2.42 -0.76 13 E -6.61 35.41 max ll+i mom lt -1.17 8.25 -8.34 1.25 13 E -6.63 -23.55 max ll+i shr lt -1.70 -8.38 8.25 1.82 13 E 1.92 -10.99 min ll+i mom lt 0.51 -2.39 2.43 -0.55 13 E 1.95 6.06 min ll+i shr lt 0.71 2.48 -2.42 -0.76 14 E 5.35 -17.90 ncomp dead rt -1.64 -6.78 6.66 1.76 14 E 0.58 -1.96 super dead rt -0.18 -0.74 0.73 0.19 14 E -6.07 61.00 max ll+i mom rt -7.94 7.32 -7.92 8.49 14 E 7.50 -48.54 max ll+i shr rt 3.35 -9.28 9.53 -3.58 14 E 6.87 -60.69 min ll+i mom rt 6.97 -8.36 8.89 -7.46 14 E -6.44 59.69 min ll+i shr rt -7.21 7.81 -8.35 7.71 14 E -6.73 19.00 max ll+i mom lt 2.92 8.56 -8.34 -3.12 14 E -7.50 -48.54 max ll+i shr lt 3.35 -9.28 9.53 -3.58 14 E 5.07 -11.68 min ll+i mom lt -2.82 -6.46 6.25 3.02 14 E 6.44 59.69 min ll+i shr lt -7.21 7.81 -8.35 7.71 15 E -2.65 -0.96 ncomp dead rt 3.18 3.45 -3.21 -3.40 15 E -0.12 -0.80 super dead rt 0.33 0.17 -0.14 -0.35 15 E -11.21 98.55 max ll+i mom rt -11.27 13.64 -14.49 12.05 15 E 8.73 -19.71 max ll+i shr rt -4.97 -11.14 10.77 5.31 15 E 8.15 -79.72 min ll+i mom rt 10.14 -9.84 10.61 -10.84 15 E -11.38 98.18 min ll+i shr rt -10.99 13.87 -14.70 11.75 15 E -4.66 18.19 max ll+i mom lt 0.81 5.88 -5.82 -0.86 15 E -8.73 -19.71 max ll+i shr lt -4.97 -11.14 10.77 5.31 15 E 9.13 -28.26 min ll+i mom lt -3.35 -11.58 11.33 3.58 15 E 11.38 98.18 min ll+i shr lt -10.99 13.87 -14.70 11.75 16 E -7.33 6.11 ncomp dead rt 6.68 9.45 -8.95 -7.14 16 E -0.53 -0.46 super dead rt 0.70 0.69 -0.63 -0.75 16 E -13.40 111.25 max ll+i mom rt -11.89 16.37 -17.27 12.71 16 E 9.12 -30.64 max ll+i shr rt -2.77 -11.55 11.34 2.96 16 E 8.53 -86.12 min ll+i mom rt 11.25 -10.28 11.13 -12.03 16 E -13.69 109.93 min ll+i shr rt -11.25 16.75 -17.60 12.03 16 E -8.90 18.31 max ll+i mom lt 5.50 11.38 -10.97 -5.88 16 E -9.12 -30.64 max ll+i shr lt -2.77 -11.55 11.34 2.96 16 E 10.71 -39.26 min ll+i mom lt -2.46 -13.54 13.35 2.63 16 E 13.69 109.93 min ll+i shr lt -11.25 16.75 -17.60 12.03 17 E -9.53 8.36 ncomp dead rt 8.59 12.29 -11.64 -9.19 17 E -0.71 -0.41 super dead rt 0.89 0.93 -0.86 -0.95 17 E -14.13 110.88 max ll+i mom rt -10.99 17.32 -18.15 11.75 17 E 8.97 -37.84 max ll+i shr rt -0.87 -11.29 11.23 0.92 17 E 8.40 -85.55 min ll+i mom rt 11.26 -10.12 10.97 -12.04 17 E -14.15 108.89 min ll+i shr rt -10.49 17.36 -18.15 11.21 17 E -8.81 19.90 max ll+i mom lt 5.01 11.24 -10.87 -5.35 17 E -8.97 -37.84 max ll+i shr lt -0.87 -11.29 11.23 0.92 17 E 11.21 -45.94 min ll+i mom lt -1.41 -14.12 14.01 1.50 17 E 14.15 108.89 min ll+i shr lt -10.49 17.36 -18.15 11.21 18 E -9.16 9.34 ncomp dead rt 7.94 11.79 -11.19 -8.49 18 E -0.68 -0.34 super dead rt 0.83 0.88 -0.82 -0.89 18 E -13.87 108.72 max ll+i mom rt -10.76 17.01 -17.82 11.50 18 E 8.77 -37.45 max ll+i shr rt -0.74 -11.04 10.98 0.79 18 E 8.36 -82.63 min ll+i mom rt 10.60 -10.09 10.89 -11.33 18 E -13.93 107.71 min ll+i shr rt -10.45 17.09 -17.88 11.17 18 E -8.64 20.87 max ll+i mom lt 4.58 11.01 -10.66 -4.90 18 E -8.77 -37.45 max ll+i shr lt -0.74 -11.04 10.98 0.79 18 E 11.16 -45.26 min ll+i mom lt -1.51 -14.06 13.95 1.62 18 E 13.93 107.71 min ll+i shr lt -10.45 17.09 -17.88 11.17 19 E -6.59 7.38 ncomp dead rt 5.56 8.49 -8.07 -5.95 19 E -0.45 -0.40 super dead rt 0.60 0.59 -0.54 -0.64 19 E -12.87 106.75 max ll+i mom rt -11.39 15.72 -16.58 12.18 19 E 8.58 -31.96 max ll+i shr rt -1.85 -10.84 10.70 1.97 19 E 8.08 -79.79 min ll+i mom rt 10.22 -9.76 10.53 -10.93 19 E -13.14 103.44 min ll+i shr rt -10.29 16.11 -16.88 11.01 19 E -8.47 22.27 max ll+i mom lt 4.06 10.78 -10.48 -4.34 19 E -8.58 -31.96 max ll+i shr lt -1.85 -10.84 10.70 1.97 19 E 10.22 -40.24 min ll+i mom lt -1.68 -12.89 12.76 1.80 19 E 13.14 103.44 min ll+i shr lt -10.29 16.11 -16.88 11.01 20 E -1.16 0.58 ncomp dead rt 1.15 1.50 -1.41 -1.23 20 E 0.03 -0.79 super dead rt 0.15 -0.04 0.05 -0.16 20 E -10.73 91.58 max ll+i mom rt -10.12 13.08 -13.85 10.82 20 E 8.16 -22.88 max ll+i shr rt -3.56 -10.37 10.10 3.81 20 E 7.52 -71.09 min ll+i mom rt 8.76 -9.11 9.77 -9.36 20 E -10.78 87.57 min ll+i shr rt -9.11 13.18 -13.87 9.74 20 E -8.01 22.11 max ll+i mom lt 3.59 10.19 -9.92 -3.84 20 E -8.16 -22.88 max ll+i shr lt -3.56 -10.37 10.10 3.81 20 E 9.01 -28.60 min ll+i mom lt -3.14 -11.43 11.19 3.36 20 E 10.78 87.57 min ll+i shr lt -9.11 13.18 -13.87 9.74 21 E 7.85 -18.99 ncomp dead rt -4.16 -10.00 9.69 4.44 21 E 0.84 -2.23 super dead rt -0.40 -1.07 1.04 0.42 21 E -5.51 52.57 max ll+i mom rt -6.54 6.67 -7.16 6.99 21 E 7.41 -46.56 max ll+i shr rt 2.97 -9.19 9.41 -3.18 21 E 6.32 -51.36 min ll+i mom rt 5.34 -7.73 8.13 -5.71 21 E -6.07 49.89 min ll+i shr rt -5.26 7.42 -7.82 5.63 21 E -7.21 27.02 max ll+i mom lt 1.52 9.11 -8.99 -1.62 21 E -7.41 -46.56 max ll+i shr lt 2.97 -9.19 9.41 -3.18 21 E 5.51 -14.70 min ll+i mom lt -2.59 -7.01 6.82 2.77 21 E 6.07 49.89 min ll+i shr lt -5.26 7.42 -7.82 5.63 22 E 20.18 -53.64 ncomp dead rt -9.54 -25.69 24.97 10.20 22 E 1.97 -5.20 super dead rt -0.94 -2.51 2.44 1.01 22 E -2.06 7.23 max ll+i mom rt 0.55 2.61 -2.57 -0.59 22 E 7.61 -27.00 max ll+i shr rt -1.97 -9.63 9.48 2.10 22 E 7.61 -27.30 min ll+i mom rt -1.89 -9.62 9.48 2.02 22 E -2.13 6.94 min ll+i shr rt 0.70 2.70 -2.65 -0.75 22 E -7.60 41.03 max ll+i mom lt -1.43 9.48 -9.59 1.53 22 E -7.61 -27.00 max ll+i shr lt -1.97 -9.63 9.48 2.10 22 E 2.13 -11.96 min ll+i mom lt 0.51 -2.65 2.69 -0.55 22 E 2.13 6.94 min ll+i shr lt 0.70 2.70 -2.65 -0.75 23 E 8.85 -22.25 ncomp dead rt -4.48 -11.27 10.93 4.79 23 E 0.89 -2.40 super dead rt -0.41 -1.13 1.10 0.44 23 E -5.26 48.69 max ll+i mom rt -5.88 6.38 -6.82 6.29 23 E 7.01 -45.40 max ll+i shr rt 3.14 -8.68 8.91 -3.35 23 E 6.03 -49.06 min ll+i mom rt 5.11 -7.38 7.76 -5.46 23 E -5.30 46.80 min ll+i shr rt -5.37 6.45 -6.86 5.74 23 E -6.74 23.95 max ll+i mom lt 1.74 8.53 -8.40 -1.86 23 E -7.01 -45.40 max ll+i shr lt 3.14 -8.68 8.91 -3.35 23 E 4.67 -10.76 min ll+i mom lt -2.60 -5.96 5.76 2.78 23 E 5.30 46.80 min ll+i shr lt -5.37 6.45 -6.86 5.74 24 E 2.37 -7.57 ncomp dead rt -0.81 -3.00 2.94 0.87 24 E 0.29 -1.36 super dead rt 0.00 -0.36 0.36 0.00 24 E -10.04 88.28 max ll+i mom rt -10.09 12.23 -12.99 10.79 24 E 8.41 -15.99 max ll+i shr rt -5.51 -10.76 10.35 5.89 24 E 7.92 -72.47 min ll+i mom rt 8.64 -9.62 10.27 -9.24 24 E -10.08 87.02 min ll+i shr rt -9.75 12.28 -13.01 10.43 24 E -8.27 20.55 max ll+i mom lt 4.25 10.54 -10.22 -4.54 24 E -8.41 -15.99 max ll+i shr lt -5.51 -10.76 10.35 5.89 24 E 7.85 -22.43 min ll+i mom lt -3.33 -9.98 9.72 3.56 24 E 10.08 87.02 min ll+i shr lt -9.75 12.28 -13.01 10.43 25 E -3.14 5.82 ncomp dead rt 2.10 4.03 -3.87 -2.24 25 E -0.22 -0.32 super dead rt 0.32 0.29 -0.26 -0.34 25 E -11.24 95.34 max ll+i mom rt -10.46 13.72 -14.50 11.18 25 E 7.47 -23.38 max ll+i shr rt -2.69 -9.48 9.28 2.87 25 E 7.04 -71.13 min ll+i mom rt 9.29 -8.49 9.19 -9.93 25 E -11.30 94.59 min ll+i shr rt -10.21 13.80 -14.57 10.91 25 E -7.29 20.13 max ll+i mom lt 3.26 9.27 -9.03 -3.49 25 E -7.47 -23.38 max ll+i shr lt -2.69 -9.48 9.28 2.87 25 E 9.04 -32.58 min ll+i mom lt -2.22 -11.43 11.27 2.37 25 E 11.30 94.59 min ll+i shr lt -10.21 13.80 -14.57 10.91 26 E -5.05 5.85 ncomp dead rt 4.21 6.49 -6.18 -4.50 26 E -0.36 -0.63 super dead rt 0.55 0.47 -0.43 -0.59 26 E -13.14 105.57 max ll+i mom rt -10.81 16.08 -16.90 11.56 26 E 9.26 -29.55 max ll+i shr rt -3.18 -11.74 11.50 3.40 26 E 8.76 -85.22 min ll+i mom rt 10.78 -10.59 11.40 -11.53 26 E -13.22 104.45 min ll+i shr rt -10.45 16.20 -16.99 11.18 26 E -9.08 19.33 max ll+i mom lt 5.44 11.60 -11.19 -5.82 26 E -9.26 -29.55 max ll+i shr lt -3.18 -11.74 11.50 3.40 26 E 10.01 -37.08 min ll+i mom lt -2.21 -12.65 12.48 2.36 26 E 13.22 104.45 min ll+i shr lt -10.45 16.20 -16.99 11.18 27 E -7.59 15.57 ncomp dead rt 4.70 9.71 -9.35 -5.02 27 E -0.59 0.19 super dead rt 0.61 0.76 -0.71 -0.65 27 E -13.30 105.04 max ll+i mom rt -10.50 16.30 -17.09 11.23 27 E 8.63 -34.04 max ll+i shr rt -1.40 -10.88 10.78 1.50 27 E 8.27 -80.82 min ll+i mom rt 10.27 -9.99 10.76 -10.98 27 E -13.37 103.66 min ll+i shr rt -10.10 16.39 -17.16 10.80 27 E -8.44 19.36 max ll+i mom lt 4.73 10.77 -10.42 -5.06 27 E -8.63 -34.04 max ll+i shr lt -1.40 -10.88 10.78 1.50 27 E 10.63 -41.26 min ll+i mom lt -1.89 -13.41 13.27 2.02 27 E 13.37 103.66 min ll+i shr lt -10.10 16.39 -17.16 10.80 28 E -6.58 14.51 ncomp dead rt 3.83 8.41 -8.12 -4.10 28 E -0.51 0.25 super dead rt 0.50 0.65 -0.62 -0.54 28 E -12.91 103.09 max ll+i mom rt -10.47 15.80 -16.59 11.20 28 E 8.14 -30.41 max ll+i shr rt -1.73 -10.28 10.15 1.85 28 E 7.65 -76.95 min ll+i mom rt 10.02 -9.22 9.98 -10.72 28 E -12.97 101.30 min ll+i shr rt -9.98 15.90 -16.65 10.67 28 E -7.96 18.12 max ll+i mom lt 4.49 10.16 -9.82 -4.80 28 E -8.14 -30.41 max ll+i shr lt -1.73 -10.28 10.15 1.85 28 E 10.30 -37.73 min ll+i mom lt -2.37 -13.02 12.84 2.53 28 E 12.97 101.30 min ll+i shr lt -9.98 15.90 -16.65 10.67 29 E -3.77 8.71 ncomp dead rt 2.10 4.81 -4.65 -2.24 29 E -0.26 -0.07 super dead rt 0.31 0.34 -0.31 -0.33 29 E -11.63 97.88 max ll+i mom rt -10.63 14.20 -15.00 11.37 29 E 7.57 -24.59 max ll+i shr rt -2.50 -9.59 9.40 2.67 29 E 7.22 -71.26 min ll+i mom rt 9.14 -8.71 9.40 -9.77 29 E -11.67 93.43 min ll+i shr rt -9.52 14.29 -15.01 10.17 29 E -7.35 17.33 max ll+i mom lt 4.00 9.37 -9.07 -4.28 29 E -7.57 -24.59 max ll+i shr lt -2.50 -9.59 9.40 2.67 29 E 9.44 -31.64 min ll+i mom lt -2.88 -11.95 11.73 3.08 29 E 11.67 93.43 min ll+i shr lt -9.52 14.29 -15.01 10.17 30 E 1.29 -2.43 ncomp dead rt -0.85 -1.65 1.58 0.90 30 E 0.19 -0.81 super dead rt -0.02 -0.24 0.24 0.02 30 E -9.29 81.55 max ll+i mom rt -9.31 11.31 -12.01 9.95 30 E 6.98 -12.81 max ll+i shr rt -4.68 -8.93 8.58 5.00 30 E 6.69 -63.17 min ll+i mom rt 7.77 -8.11 8.69 -8.31 30 E -9.35 79.88 min ll+i shr rt -8.84 11.40 -12.06 9.45 30 E -6.82 14.65 max ll+i mom lt 4.06 8.71 -8.40 -4.34 30 E -6.98 -12.81 max ll+i shr lt -4.68 -8.93 8.58 5.00 30 E 7.10 -19.10 min ll+i mom lt -3.30 -9.04 8.79 3.53 30 E 9.35 79.88 min ll+i shr lt -8.84 11.40 -12.06 9.45 31 E 2.11 -3.29 ncomp dead rt -1.56 -2.71 2.60 1.67 31 E 0.24 -0.55 super dead rt -0.13 -0.31 0.30 0.14 31 E -5.05 47.10 max ll+i mom rt -5.72 6.13 -6.56 6.11 31 E 4.89 -0.73 max ll+i shr rt -5.28 -6.35 5.95 5.64 31 E 4.63 -41.98 min ll+i mom rt 4.96 -5.63 6.00 -5.30 31 E -5.13 45.71 min ll+i shr rt -5.29 6.25 -6.65 5.66 31 E -4.60 6.95 max ll+i mom lt 3.44 5.90 -5.64 -3.68 31 E -4.89 -0.73 max ll+i shr lt -5.28 -6.35 5.95 5.64 31 E 2.79 -3.27 min ll+i mom lt -2.32 -3.60 3.42 2.48 31 E 5.13 45.71 min ll+i shr lt -5.29 6.25 -6.65 5.66 32 E 0.25 -0.22 ncomp dead rt -0.23 -0.33 0.31 0.24 32 E 0.03 -0.03 super dead rt -0.02 -0.04 0.03 0.03 32 E -0.84 2.93 max ll+i mom rt 0.23 1.07 -1.05 -0.25 32 E 1.16 -3.58 max ll+i shr rt -0.43 -1.48 1.45 0.46 32 E 1.15 -3.76 min ll+i mom rt -0.37 -1.46 1.43 0.40 32 E -0.86 2.79 min ll+i shr rt 0.29 1.10 -1.07 -0.31 32 E -1.16 6.42 max ll+i mom lt -0.26 1.44 -1.46 0.28 32 E -1.16 -3.58 max ll+i shr lt -0.43 -1.48 1.45 0.46 32 E 0.86 -4.69 min ll+i mom lt 0.17 -1.08 1.09 -0.18 32 E 0.86 2.79 min ll+i shr lt 0.29 1.10 -1.07 -0.31 33 E -0.06 -0.40 ncomp dead rt 0.17 0.09 -0.07 -0.18 33 E 0.03 -0.32 super dead rt 0.04 -0.04 0.04 -0.04 33 E -5.56 50.14 max ll+i mom rt -5.89 6.76 -7.20 6.29 33 E 5.38 -3.64 max ll+i shr rt -5.11 -6.95 6.56 5.47 33 E 5.31 -47.47 min ll+i mom rt 5.53 -6.45 6.87 -5.91 33 E -5.76 48.51 min ll+i shr rt -5.28 7.03 -7.43 5.64 33 E -4.41 5.58 max ll+i mom lt 3.56 5.67 -5.40 -3.81 33 E -5.38 -3.64 max ll+i shr lt -5.11 -6.95 6.56 5.47 33 E 4.19 -5.75 min ll+i mom lt -3.28 -5.39 5.14 3.51 33 E 5.76 48.51 min ll+i shr lt -5.28 7.03 -7.43 5.64 34 E -0.11 0.71 ncomp dead rt -0.05 0.14 -0.14 0.05 34 E 0.09 -0.62 super dead rt 0.05 -0.11 0.11 -0.06 34 E -9.08 81.99 max ll+i mom rt -9.65 11.03 -11.76 10.32 34 E 7.78 -3.48 max ll+i shr rt -7.82 -10.06 9.47 8.37 34 E 7.72 -69.71 min ll+i mom rt 8.20 -9.38 10.00 -8.77 34 E -9.23 80.32 min ll+i shr rt -9.08 11.24 -11.93 9.70 34 E -4.07 5.61 max ll+i mom lt 3.18 5.23 -4.99 -3.40 34 E -7.78 -3.48 max ll+i shr lt -7.82 -10.06 9.47 8.37 34 E 7.31 -6.49 min ll+i mom lt -6.57 -9.42 8.92 7.02 34 E 9.23 80.32 min ll+i shr lt -9.08 11.24 -11.93 9.70 35 E -0.65 5.05 ncomp dead rt -0.49 0.80 -0.83 0.53 35 E 0.10 -0.64 super dead rt 0.04 -0.12 0.13 -0.05 35 E -10.50 94.74 max ll+i mom rt -11.14 12.76 -13.60 11.91 35 E 8.77 -3.64 max ll+i shr rt -8.89 -11.35 10.68 9.50 35 E 8.54 -77.19 min ll+i mom rt 9.09 -10.38 11.06 -9.72 35 E -10.62 93.55 min ll+i shr rt -10.72 12.92 -13.73 11.46 35 E -5.03 7.12 max ll+i mom lt 3.89 6.46 -6.17 -4.15 35 E -8.77 -3.64 max ll+i shr lt -8.89 -11.35 10.68 9.50 35 E 8.82 -7.29 min ll+i mom lt -8.06 -11.37 10.77 8.61 35 E 10.62 93.55 min ll+i shr lt -10.72 12.92 -13.73 11.46 36 E -2.21 13.33 ncomp dead rt -0.75 2.75 -2.81 0.80 36 E 0.01 -0.24 super dead rt 0.05 -0.01 0.01 -0.05 36 E -10.55 94.65 max ll+i mom rt -11.06 12.83 -13.66 11.82 36 E 8.88 -4.48 max ll+i shr rt -8.80 -11.48 10.81 9.41 36 E 8.65 -78.65 min ll+i mom rt 9.32 -10.51 11.21 -9.96 36 E -10.77 93.70 min ll+i shr rt -10.59 13.11 -13.91 11.32 36 E -5.12 5.51 max ll+i mom lt 4.37 6.59 -6.26 -4.67 36 E -8.88 -4.48 max ll+i shr lt -8.80 -11.48 10.81 9.41 36 E 10.09 -7.56 min ll+i mom lt -9.41 -13.03 12.32 10.06 36 E 10.77 93.70 min ll+i shr lt -10.59 13.11 -13.91 11.32 37 E -2.79 20.28 ncomp dead rt -1.78 3.43 -3.57 1.91 37 E 0.00 0.09 super dead rt -0.02 0.00 0.00 0.02 37 E -10.68 95.95 max ll+i mom rt -11.23 12.98 -13.83 12.00 37 E 8.44 -4.62 max ll+i shr rt -8.27 -10.90 10.28 8.84 37 E 8.32 -74.99 min ll+i mom rt 8.81 -10.11 10.77 -9.42 37 E -10.79 93.93 min ll+i shr rt -10.62 13.14 -13.94 11.36 37 E -5.72 7.19 max ll+i mom lt 4.63 7.35 -7.00 -4.95 37 E -8.44 -4.62 max ll+i shr lt -8.27 -10.90 10.28 8.84 37 E 9.41 -7.44 min ll+i mom lt -8.67 -12.13 11.48 9.27 37 E 10.79 93.93 min ll+i shr lt -10.62 13.14 -13.94 11.36 38 E -3.03 20.36 ncomp dead rt -1.54 3.74 -3.86 1.64 38 E -0.05 0.27 super dead rt -0.01 0.06 -0.06 0.02 38 E -10.19 91.00 max ll+i mom rt -10.58 12.39 -13.19 11.32 38 E 7.11 -3.08 max ll+i shr rt -7.17 -9.20 8.66 7.67 38 E 7.01 -64.05 min ll+i mom rt 7.62 -8.52 9.09 -8.15 38 E -10.20 90.63 min ll+i shr rt -10.48 12.41 -13.20 11.21 38 E -4.37 6.10 max ll+i mom lt 3.40 5.62 -5.36 -3.63 38 E -7.11 -3.08 max ll+i shr lt -7.17 -9.20 8.66 7.67 38 E 8.31 -7.37 min ll+i mom lt -7.47 -10.71 10.15 7.99 38 E 10.20 90.63 min ll+i shr lt -10.48 12.41 -13.20 11.21 39 E -2.43 16.13 ncomp dead rt -1.18 3.01 -3.10 1.26 39 E -0.09 0.56 super dead rt -0.03 0.11 -0.11 0.04 39 E -6.54 59.23 max ll+i mom rt -6.99 7.94 -8.47 7.48 39 E 4.84 -2.09 max ll+i shr rt -4.89 -6.27 5.90 5.23 39 E 4.84 -44.23 min ll+i mom rt 5.26 -5.88 6.28 -5.63 39 E -6.63 59.04 min ll+i shr rt -6.84 8.07 -8.59 7.31 39 E -1.66 3.42 max ll+i mom lt 1.02 2.12 -2.04 -1.09 39 E -4.84 -2.09 max ll+i shr lt -4.89 -6.27 5.90 5.23 39 E 5.18 -4.64 min ll+i mom lt -4.65 -6.67 6.32 4.97 39 E 6.63 59.04 min ll+i shr lt -6.84 8.07 -8.59 7.31 40 B 0.06 -0.17 ncomp dead rt -0.11 0.10 0.04 -0.10 0.04 40 B 0.02 -0.08 super dead rt -0.04 0.04 0.02 -0.04 0.01 40 B -2.12 7.13 max ll+i mom rt 3.43 -3.36 -1.78 3.36 -0.82 40 B 2.91 -8.24 max ll+i shr rt -5.10 4.61 2.06 -4.61 1.52 40 B 2.87 -9.99 min ll+i mom rt -4.54 4.54 2.50 -4.54 1.02 40 B -2.16 6.83 min ll+i shr rt 3.60 -3.42 -1.71 3.42 -0.95 40 B -2.84 16.46 max ll+i mom lt -4.11 4.49 2.86 -4.49 0.63 40 B -2.91 -8.24 max ll+i shr lt 2.06 -4.61 -5.10 4.61 1.52 40 B 2.16 -11.38 min ll+i mom lt 2.84 -3.42 -2.45 3.42 -0.20 40 B 2.16 6.83 min ll+i shr lt -1.71 3.42 3.60 -3.42 -0.95 Key - Type B 1 - Right Top Chd 2 - Left Diag 3 - Left Top Chd 4 - Right Diag 5 - Bot Chd Type E 1 - Top Chd 2 - UR-LL Diag 3 - LR-UL Diag 4 - Bot Chd (-) is compression Right side is connected to girder 8 Factored Combined Forces Summary - Girder 8 Girder 8 Max Combined Member Forces - k Brace Type Top Chord Diagonal Bottom Chord Tens Comp Tens Comp Tens Comp HS 1 B 9.71 -9.30 13.98 -13.98 3.42 -1.35 2 E 14.88 -22.85 28.85 -30.61 24.52 -15.97 3 E 21.12 -25.68 32.82 -34.66 27.62 -22.72 4 E 21.41 -24.25 31.03 -32.78 26.13 -23.07 5 E 12.79 -15.46 22.95 -23.08 16.68 -13.79 6 E 0.00 -49.01 100.75 -104.68 52.92 0.00 7 E 12.77 -18.39 23.46 -23.12 19.86 -13.79 8 E 27.30 -22.96 43.78 -45.54 24.79 -29.48 9 E 29.78 -25.20 52.66 -54.60 27.22 -32.16 10 E 25.81 -27.11 46.87 -48.99 29.27 -27.88 11 E 14.71 -26.30 32.39 -34.43 28.40 -15.89 12 E 0.00 -24.54 44.32 -45.12 26.51 0.00 13 E 0.00 -14.31 45.77 -46.85 15.29 0.00 14 E 12.77 -19.61 30.30 -29.93 20.96 -13.65 15 E 26.58 -19.91 34.81 -36.26 21.29 -28.41 16 E 34.02 -16.21 49.55 -50.67 17.33 -36.37 17 E 36.78 -11.52 54.87 -55.66 12.32 -39.33 18 E 34.42 -11.94 53.58 -54.43 12.77 -36.80 19 E 30.20 -16.73 46.76 -47.84 17.89 -32.29 20 E 20.70 -20.29 30.51 -31.87 21.69 -22.14 21 E 5.68 -20.11 34.38 -34.34 21.50 -6.07 22 E 0.00 -17.89 56.22 -57.57 19.13 0.00 23 E 4.72 -19.13 35.00 -34.96 20.45 -5.05 24 E 17.71 -22.95 30.95 -32.63 24.54 -18.94 25 E 23.32 -19.56 35.57 -37.01 20.91 -24.93 26 E 29.59 -17.29 44.21 -45.46 18.49 -31.64 27 E 29.20 -15.90 49.20 -50.34 17.00 -31.22 28 E 27.40 -17.10 46.29 -47.50 18.29 -29.29 29 E 22.96 -19.96 37.73 -39.05 21.34 -24.55 30 E 15.74 -21.33 27.11 -28.65 22.81 -16.83 31 E 8.56 -14.62 17.32 -18.36 15.63 -9.15 32 E 0.30 -1.27 3.58 -3.68 1.36 -0.32 33 E 12.27 -12.51 15.32 -16.16 13.38 -13.12 34 E 17.82 -20.94 24.45 -25.94 22.39 -19.05 35 E 19.15 -24.77 28.93 -30.73 26.48 -20.48 36 E 19.32 -24.92 32.04 -33.84 26.64 -20.66 37 E 16.78 -26.72 32.99 -34.91 28.57 -17.94 38 E 14.54 -24.99 31.88 -33.74 26.72 -15.54 39 E 9.85 -16.76 21.58 -22.82 17.92 -10.53 40 B 7.62 -11.26 10.20 -10.20 3.36 -2.00 Fatigue Stress Range Summary - Girder 8 Girder 8 Loading Stress Range - ksi Brace Type Top Chord Diagonal Bottom Chord 1 B 2.00 16.00 0.43 2 E 0.35 1.96 0.42 3 E 0.76 3.03 0.71 4 E 0.80 16.00 0.71 5 E 0.42 2.11 0.36 6 E 0.62 4.15 0.76 7 E 0.13 1.09 0.15 8 E 0.76 1.85 0.46 9 E 0.90 2.44 0.55 10 E 0.87 2.38 0.62 11 E 0.53 1.81 0.64 12 E 0.17 1.78 0.21 13 E 0.17 1.47 0.20 14 E 0.40 1.20 0.49 15 E 0.95 2.34 0.57 16 E 1.08 3.06 0.65 17 E 1.14 2.82 0.69 18 E 1.11 2.76 0.67 19 E 1.07 2.81 0.65 20 E 0.88 2.00 0.53 21 E 0.39 1.42 0.47 22 E 0.15 1.57 0.18 23 E 0.26 1.62 0.31 24 E 0.66 1.50 0.50 25 E 0.90 16.00 0.54 26 E 1.06 2.30 0.64 27 E 1.06 2.73 0.64 28 E 1.01 2.74 0.61 29 E 0.89 2.43 0.54 30 E 0.64 1.54 0.47 31 E 0.22 0.65 0.26 32 E 0.04 0.30 0.05 33 E 0.23 0.88 0.22 34 E 0.51 1.46 0.46 35 E 0.86 16.00 0.77 36 E 0.95 2.28 0.83 37 E 0.98 2.51 0.88 38 E 0.90 2.44 0.83 39 E 0.39 1.35 0.47 40 B 1.93 1.56 0.29 Stress range listed is 3/4 actual stress range. Factored Connection Forces - Girder 8 Girder 8 Combined Factored Connection Forces - Grp I Brace Type Right Side Left Side Vert Horiz Vert Horiz k k k k 1 B -11.21 7.20 11.21 9.71 2 E -10.25 51.40 10.19 47.63 3 E -10.36 58.42 10.30 54.18 4 E -8.82 55.47 8.78 52.33 5 E 5.78 -35.00 -5.73 32.58 6 E 23.60 -49.02 -17.84 102.53 7 E 5.28 -35.61 -5.08 37.24 8 E -10.26 67.06 9.46 54.77 9 E -12.33 78.06 11.17 60.78 10 E -11.01 74.56 10.25 62.94 11 E 6.45 51.85 6.19 55.48 12 E 10.28 -36.32 -8.09 42.96 13 E 18.45 -27.71 -14.94 42.16 14 E 12.00 -39.27 -10.79 38.87 15 E -14.16 52.75 13.60 46.48 16 E -19.96 62.02 18.37 44.10 17 E -22.01 62.57 19.94 -44.72 18 E -21.52 61.74 19.52 -43.12 19 E -18.84 60.02 17.41 42.80 20 E -12.43 49.48 12.20 44.85 21 E 13.69 -34.66 -11.93 39.14 22 E 22.66 -33.83 -18.17 51.67 23 E 13.93 -34.53 -11.96 38.66 24 E 10.86 44.87 -10.32 50.01 25 E -14.45 53.37 13.77 45.60 26 E -17.86 58.81 16.77 46.37 27 E -19.83 61.94 18.17 43.27 28 E -18.68 60.56 17.24 44.06 29 E -15.29 55.76 14.47 44.52 30 E -9.19 43.07 9.49 45.41 31 E 6.84 24.24 -6.36 28.64 32 E 1.45 -2.11 -1.39 4.01 33 E -6.27 26.89 6.27 25.94 34 E -10.03 44.39 10.03 43.43 35 E -11.88 52.69 11.77 50.84 36 E -13.12 55.45 12.67 50.11 37 E -13.53 58.51 12.96 51.31 38 E -13.07 55.92 12.45 48.98 39 E -8.84 37.46 8.33 31.82 40 B 6.44 -5.50 -6.44 -11.26 Moment and shear forces both are maximum. Horizontal force listed applied to each of top and bottom connections. Vertical force listed applied to each of top and bottom connections for Types A and E. Vertical force listed applied to connection supporting a diagonal for Types B and C. Forces applied along centroidal axes of connecting members. Connection forces are those that exist at the system node connecting brace to girder. Right side is connected to girder 8 Sign convention: Positive shear is upward on both sides. Positive horiz force corresponds to positive end moment where top horiz force is toward brace and bottom horiz force is away from brace. Negative horiz force corresponds to negative end moment where top horiz force is away from brace and bottom horiz force is toward brace. Stiffnesses - Girder 1 To Adjacent Girder Brace I J Weight Number (in4) (in4) (kips) 1 1094.16 0.42 0.206 2 823.60 1.48 0.432 3 836.52 1.48 0.490 4 845.54 1.48 0.546 5 852.29 1.48 0.602 6 857.44 1.48 0.657 7 857.43 1.48 0.657 8 857.42 1.48 0.657 9 857.44 1.48 0.657 10 857.41 1.48 0.657 11 857.42 1.48 0.657 12 857.40 1.48 0.656 13 2712.09 1.48 0.672 14 2712.22 1.48 0.672 15 2712.04 1.48 0.671 16 2712.12 1.48 0.672 17 2712.12 1.48 0.672 18 2712.04 1.48 0.671 19 2712.17 1.48 0.672 20 2712.22 1.48 0.672 21 2712.17 1.48 0.672 22 2712.20 1.48 0.672 23 2712.47 1.48 0.672 24 2712.43 1.48 0.672 25 2712.42 1.48 0.672 26 2712.60 1.48 0.672 27 2712.48 1.48 0.672 28 2712.58 1.48 0.672 29 2712.66 1.48 0.672 30 2712.63 1.48 0.672 31 2713.07 1.48 0.673 32 2713.74 1.48 0.674 33 2715.05 1.48 0.676 34 2716.70 1.48 0.678 35 2716.70 1.48 0.678 36 2716.70 1.48 0.678 37 2716.70 1.48 0.678 38 2716.70 1.48 0.678 39 2716.70 1.48 0.678 40 1353.23 0.42 0.317 Total Weight 25.374 Stiffnesses - Girder 2 To Adjacent Girder Brace I J Weight Number (in4) (in4) (kips) 1 1094.42 0.42 0.206 2 823.28 1.48 0.431 3 836.22 1.48 0.489 4 845.39 1.48 0.545 5 852.21 1.48 0.601 6 857.42 1.48 0.657 7 857.44 1.48 0.657 8 857.43 1.48 0.657 9 857.43 1.48 0.657 10 857.44 1.48 0.657 11 857.42 1.48 0.657 12 857.45 1.48 0.657 13 2712.09 1.48 0.672 14 2712.02 1.48 0.671 15 2712.22 1.48 0.672 16 2712.15 1.48 0.672 17 2712.12 1.48 0.672 18 2712.20 1.48 0.672 19 2712.17 1.48 0.672 20 2712.22 1.48 0.672 21 2712.17 1.48 0.672 22 2712.37 1.48 0.672 23 2712.30 1.48 0.672 24 2712.27 1.48 0.672 25 2712.42 1.48 0.672 26 2712.45 1.48 0.672 27 2712.50 1.48 0.672 28 2712.56 1.48 0.672 29 2712.68 1.48 0.672 30 2712.79 1.48 0.672 31 2712.91 1.48 0.673 32 2713.74 1.48 0.674 33 2714.89 1.48 0.675 34 2716.66 1.48 0.678 35 2716.66 1.48 0.678 36 2716.66 1.48 0.678 37 2716.66 1.48 0.678 38 2716.66 1.48 0.678 39 2716.66 1.48 0.678 40 1353.20 0.42 0.317 Total Weight 25.370 Stiffnesses - Girder 3 To Adjacent Girder Brace I J Weight Number (in4) (in4) (kips) 1 1094.16 0.42 0.206 2 823.04 1.48 0.430 3 835.97 1.48 0.487 4 845.23 1.48 0.544 5 852.14 1.48 0.600 6 857.42 1.48 0.657 7 857.41 1.48 0.657 8 857.43 1.48 0.657 9 857.43 1.48 0.657 10 857.44 1.48 0.657 11 857.44 1.48 0.657 12 857.43 1.48 0.657 13 2712.09 1.48 0.672 14 2712.22 1.48 0.672 15 2712.07 1.48 0.672 16 2713.32 1.48 0.673 17 2717.53 1.48 0.679 18 2724.52 1.48 0.689 19 2733.86 1.48 0.703 20 2745.18 1.48 0.721 21 2758.49 1.48 0.743 22 2772.68 1.48 0.769 23 2786.20 1.48 0.796 24 2800.13 1.48 0.827 25 14900.00 18.30 0.429 26 2042.74 1.48 0.244 27 2117.94 1.48 0.278 28 2204.27 1.48 0.317 29 2296.27 1.48 0.360 30 2387.63 1.48 0.406 31 2474.51 1.48 0.457 32 2576.30 1.48 0.529 33 2688.25 1.48 0.641 34 2780.79 1.48 0.785 35 14900.00 18.30 1.857 36 2716.70 1.48 0.678 37 2716.70 1.48 0.678 38 2716.70 1.48 0.678 39 2716.70 1.48 0.678 40 1353.23 0.42 0.317 Total Weight 24.812 Stiffnesses - Girder 4 To Adjacent Girder Brace I J Weight Number (in4) (in4) (kips) 1 14900.00 18.30 0.670 2 2443.41 1.48 0.438 3 2650.33 1.48 0.598 4 14900.00 18.30 0.515 5 2350.57 1.48 0.387 6 1253.20 0.42 0.265 Total Weight 2.871 Stiffnesses - Girder 5 To Adjacent Girder Brace I J Weight Number (in4) (in4) (kips) 1 14900.00 18.30 1.467 2 2595.13 1.48 0.545 3 1253.44 0.42 0.265 Total Weight 2.277 Stiffnesses - Girder 6 To Adjacent Girder Brace I J Weight Number (in4) (in4) (kips) 1 14900.00 18.30 1.838 2 2711.94 1.48 0.671 3 2711.99 1.48 0.671 4 2712.07 1.48 0.672 5 2712.01 1.48 0.671 6 2712.14 1.48 0.672 7 2712.07 1.48 0.672 8 2712.24 1.48 0.672 9 2712.07 1.48 0.672 10 2712.07 1.48 0.672 11 2712.24 1.48 0.672 12 2712.07 1.48 0.672 13 2712.27 1.48 0.672 14 2712.11 1.48 0.672 15 2712.07 1.48 0.672 16 1349.19 0.42 0.314 Total Weight 11.553 Stiffnesses - Girder 7 To Adjacent Girder Brace I J Weight Number (in4) (in4) (kips) 1 1073.00 0.42 0.200 2 822.69 1.48 0.429 3 835.65 1.48 0.486 4 845.04 1.48 0.543 5 852.05 1.48 0.600 6 857.44 1.48 0.657 7 857.44 1.48 0.657 8 857.43 1.48 0.657 9 857.42 1.48 0.657 10 857.41 1.48 0.657 11 857.42 1.48 0.657 12 857.43 1.48 0.657 13 2712.25 1.48 0.672 14 2712.19 1.48 0.672 15 2712.20 1.48 0.672 16 2712.12 1.48 0.672 17 2712.12 1.48 0.672 18 2712.20 1.48 0.672 19 2712.19 1.48 0.672 20 2712.22 1.48 0.672 21 2712.01 1.48 0.671 22 2712.04 1.48 0.671 23 2712.14 1.48 0.672 24 2712.11 1.48 0.672 25 2712.09 1.48 0.672 26 2712.11 1.48 0.672 27 2712.17 1.48 0.672 28 2712.24 1.48 0.672 29 2712.17 1.48 0.672 30 2712.14 1.48 0.672 31 2712.11 1.48 0.672 32 2712.11 1.48 0.672 33 2712.24 1.48 0.672 34 2712.07 1.48 0.672 35 2712.07 1.48 0.672 36 2712.07 1.48 0.672 37 2712.07 1.48 0.672 38 2712.24 1.48 0.672 39 2712.11 1.48 0.672 40 1349.19 0.42 0.314 Total Weight 25.302 Stiffnesses - Girder 8 To Adjacent Girder Brace I J Weight Number (in4) (in4) (kips) 1 1115.45 0.42 0.213 2 822.50 1.48 0.428 3 835.44 1.48 0.485 4 844.87 1.48 0.541 5 851.98 1.48 0.599 6 857.42 1.48 0.657 7 857.43 1.48 0.657 8 857.43 1.48 0.657 9 857.43 1.48 0.657 10 857.44 1.48 0.657 11 857.44 1.48 0.657 12 857.43 1.48 0.657 13 2712.09 1.48 0.672 14 2712.06 1.48 0.671 15 2712.07 1.48 0.672 16 2712.15 1.48 0.672 17 2712.15 1.48 0.672 18 2712.04 1.48 0.671 19 2712.17 1.48 0.672 20 2712.06 1.48 0.671 21 2712.17 1.48 0.672 22 2712.20 1.48 0.672 23 2712.14 1.48 0.672 24 2712.11 1.48 0.672 25 2712.25 1.48 0.672 26 2712.11 1.48 0.672 27 2712.15 1.48 0.672 28 2712.09 1.48 0.672 29 2712.17 1.48 0.672 30 2712.12 1.48 0.672 31 2712.73 1.48 0.672 32 2712.07 1.48 0.672 33 2712.11 1.48 0.672 34 2712.27 1.48 0.672 35 2712.07 1.48 0.672 36 2712.24 1.48 0.672 37 2712.07 1.48 0.672 38 2712.07 1.48 0.672 39 2712.24 1.48 0.672 40 1349.37 0.42 0.314 Total Weight 25.313 Status run completed