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{"sheet":"Gusset Plates Rating","index":0,"n_rows":380,"n_cols":35,"rows_kept":380,"cut":false,"hidden":false,"merged":[[352,15,352,18],[279,6,282,6],[283,6,286,6],[9,6,9,9],[219,9,219,10],[242,10,242,11],[219,7,219,8],[210,7,210,8],[61,0,61,11],[18,1,18,5],[352,11,352,14],[242,8,242,9],[15,1,15,5],[10,1,10,5],[11,1,11,5],[379,0,379,8],[17,1,17,5],[5,6,5,9],[6,6,6,9],[7,6,7,9],[8,6,8,9],[7,1,7,5],[8,1,8,5],[5,1,5,5],[0,10,0,13],[3,10,3,11],[3,12,3,13],[3,6,3,9],[352,7,352,10],[210,9,210,10],[10,6,10,9],[1,0,1,5],[4,1,4,2],[6,1,6,5],[39,6,40,6],[39,2,39,4],[11,6,11,9],[4,6,4,9],[16,1,16,5],[9,1,9,5],[39,5,40,5],[25,2,27,2]]}
["Gusset Plates Analysis & Rating",null,null,null,null,null,"OAH",{"$f":"TODAY()","v":"2009-06-02"},null,null,"Disclaimer Note: The Office of Structural Engineering is providing this spreadsheet to facilitate the use of FHWA’s guidance for rating gusset plates on truss bridges.  While bridge rating personnel are encouraged to use this spreadsheet for the reason of standardizing the rating procedures, they are responsible for the accuracy of input data, output results, and all calculations ensuring safety of the public.  "]
["Load Factor Method"]
[{"$f":"IF($C$58=6,\"Inventory Rating\",\"Operating Rating\")","v":"Operating Rating"},null,{"$f":"IF(A3=\"Inventory Rating\",1,2)","v":2}]
[null,null,null,null,null,null,"Joint Rating Output Summary",null,null,null,"*Capacity/Demand (C/D)",null,"Rating Factor  (RF= Capacity - lf1*DL /  lf2*LL+I)"]
["Bridge:",null,null,null,null,null,"Check Type",null,null,null,"Message","Ratio","Message","Ratio"]
["SFN:",null,null,null,null,null,{"$f":"$A$105","v":"1: Gusset Plate Minimum Edge Stiffness"},null,null,null,{"$f":"$AC$105","v":"OK"},{"$f":"IF($AB$105=0,\"N/A\",$AB$105)","v":"N/A"},{"$f":"$AC$105","v":"OK"},{"$f":"L6","v":"N/A"}]
["GPS:",null,null,null,null,null,{"$f":"$A$122","v":"2: Gusset Plate Local Compression Buckling Under Whitmore Effective Width"},null,null,null,{"$f":"$AC$122","v":"OK"},{"$f":"IF($AB$122=0,\"N/A\",$AB$122)","v":"N/A"},{"$f":"IF(N7<1,\"NG\",\"OK\")","v":"OK"},{"$f":"IF($AA$122=0,\"N/A\",$AA$122)","v":"N/A"}]
[null,null,null,null,null,null,{"$f":"$A$145","v":"3: Minimum Rivet Count Requirement"},null,null,null,{"$f":"$AC$145","v":"OK"},{"$f":"IF($AB$145=0,\"N/A\",$AB$145)","v":1.3793103448275863},"OK",{"$f":"IF($AA$145=0,\"N/A\",$AA$145)","v":2.2414060195539993}]
["Functional Class:",null,null,null,null,null,{"$f":"$A$176","v":"4: Gusset Plate Local Tension Yield and Fracture"},null,null,null,{"$f":"$AC$176","v":"OK"},{"$f":"IF($AB$176=0,\"N/A\",$AB$176)","v":4.1112755989248244},"OK",{"$f":"IF($AA$176=0,\"N/A\",$AA$176)","v":9.2721909194839132}]
["ADT: ",null,null,null,null,null,{"$f":"$A$203","v":"5: Gusset Plate Axial Tension & Shear Rupture Resistance (Block Shear)"},null,null,null,{"$f":"$AC$203","v":"OK"},{"$f":"IF($AB$203=0,\"N/A\",$AB$203)","v":3.6460422673592592},"OK",{"$f":"IF($AA$203=0,\"N/A\",$AA$203)","v":8.611937649970475}]
["Loading Truck :",null,null,null,null,null,{"$f":"$A$240","v":"6: Members Tear Out (Block Shear)"},null,null,null,{"$f":"$AC$240","v":"OK"},{"$f":"IF($AB$240=0,\"N/A\",$AB$240)","v":3.9280028693683757},"OK",{"$f":"IF($AA$240=0,\"N/A\",$AA$240)","v":9.8683186148942816}]
["Lanes:",null,null,null,null,null,{"$f":"$A$263","v":"7: Gusset Plate Combined Planes Shear Rupture Resistance"},null,null,null,{"$f":"$AC$263","v":"OK"},{"$f":"IF($AB$263=0,\"N/A\",$AB$263)","v":3.5413707451964145},"OK",{"$f":"IF($AA$263=0,\"N/A\",$AA$263)","v":7.7434015855282521}]
[null,null,null,null,null,null,{"$f":"$A$343","v":"8: Gusset Plate Global Shear Yielding and Fracturing Requirement (Shear Only)"},null,null,null,{"$f":"$AC$343","v":"OK"},{"$f":"IF($AB$343=0,\"N/A\",$AB$343)","v":2.4072959034320536},"OK",{"$f":"IF($AA$343=0,\"N/A\",$AA$343)","v":2.2819610090602982}]
[null,null,null,null,null,null,null,null,null,null,"* For Informational & Design Purposes ",null,"Minimum R.F. =",{"$f":"MIN(N7:N13)","v":2.2414060195539993}]
[]
[]
["Plans Year:"]
["Year Built:"]
["Gusset Plate Type:",null,null,null,null,null,"Scroll Trucks",null,{"$f":"$B$58","v":"ODOT Truck Train"},{"$f":"CONCATENATE(\" (\",A3,\")\")","v":" (Operating Rating)"}]
["Gusset Plate Steel Fy",33000,"psi",null,null,null,null,null,"NOTE: JOINTS 111-200 NOT USED"]
["Gusset Plate Steel Fu",60000,"psi",null,null,null,"Scroll Joints",null,"Joint ID =",{"$f":"$C$48","v":209},{"$f":"B48","v":"U9"}]
["Gusset Plate Steel E:",29000000,"psi",null,null,null,null,null,"Total Thick. =",{"$f":"MIN(D91:D95,E91:E95)+MIN(F91:F95,G91:G95)","v":1.125}]
["Connectors Diameter:",0.875,"inch (bolts/rivets)      ----------->        ",{"$f":"IF(B20>=100000,0,IF(B23<=1.25,0.15,0))","v":0.15},"= Beta"]
["Connectors Steel Fy:",null,"psi (bolts/rivets)",null,null,null,"Live Load % Reduction:",null,{"$f":"$E$58","v":100},"%"]
[]
["k for columns=",1.2,"Suggested Defaults Values",null,null,null,"Note:  The above buttons maybe used to scroll values; scrolling will not change the input."]
["Shear Yield Reduction Factor Ω:",0.74]
["Shear Fracture Load Factor Ø:",0.85]
["Tension Load Factor Ø:",0.9]
["Compression Load Factor Ø:",0.85]
["Bearing Load Factor Ø:",0.9]
["Block Shear Load Factor Ø:",0.85]
[]
["Load Factor for Dead Loads f1:",1.3]
["Load Factor for Live Loads f2:",{"$f":"IF($C$58=6,2.17,1.3)","v":1.3}]
[null,null,null,null,null,null,null,null,6]
["Cc =",{"$f":"SQRT(2*PI()^2*$B$22/$B$20)","v":131.70640619278038},null,null,null,null,3,"Connectors Type:  ",{"$f":"IF(I36=1,\"1- Connector Fy Shown Above\",IF(I36=2,\"2- Low Carbon Steel Bolts ASTM A-307 & Ribbed Bolts\",IF(I36=3,\"3- Power Driven Rivets ASTM A-502 Grade 1 or ASTM A-141\",IF(I36=4,\"4- Structural Steel Rivets High Dtrength ASTM A-502 Grade 2\",IF(I36=5,\"5- Unknown Rivet Type Constructed Prior to 1936\",IF(I36=6,\"6- Unknown Rivet Type Constructed After 1936\",IF(I36=7,\"7- ASTM A-325\",IF(I36=8,\"8- ASTM A-490\",\"Error\"))))))))","v":"6- Unknown Rivet Type Constructed After 1936"}]
[]
[]
["Factored Plate Tension Stress","Factored Plate Compression Stress","Factored Plate Shear Stress",null,null,"Factored Plate Bearing Stress (ksi)","Factored Bolts/Rivet Shear Stress (ksi)"]
["Based on Gross/Net Area (ksi)","Based on Column Action","Yield Based on Gross Area (ksi)","Fracture Based on Net Area (ksi)","Block Shear (ksi)"]
[{"$f":"IF($C$3=1,$B$29*$B$20/1000,IF($C$3=2, $B$29*$B$20/1000,\"Error\"))","v":29.7},"See Below for KL/r",{"$f":"IF($C$3=1,B27*0.58*$B$20/1000,IF($C$3=2, B27*0.58*$B$20/1000,\"Error\"))","v":14.163599999999999},{"$f":"IF($C$3=1,B28*0.58*$B$20/1000,IF($C$3=2, B28*0.58*$B$20/1000,\"Error\"))","v":16.268999999999998},{"$f":"IF($C$3=1,B32*0.58*$B$20/1000,IF($C$3=2, B32*0.58*$B$20/1000,\"Error\"))","v":16.268999999999998},{"$f":"IF($C$3=1,$B$31*$B$20/1000,IF($C$3=2, $B$31*$B$20/1000,\"Error\"))","v":29.7},{"$f":"IF(I36=1,$B$27*$B$20/1000,IF(I36=2,30,IF(I36=3,27,IF(I36=4,30,IF(I36=5,18,IF(I36=6,21,IF(I36=7,35,IF(I36=8,43,\"Error\"))))))))","v":21}]
[]
[]
[]
[]
[null,null,"NOTE: JOINTS 111-200 NOT USED"]
["Check Joint No:",{"$f":"LOOKUP($C$48,'Info Tables'!A19:A58,'Info Tables'!B19:B58)","v":"U9"},209,"Joint ID =",{"$f":"$C$48","v":209},null,"U/L Chord (LT)","U/L Chord (RT)","Diagonal (LT)","Diagonal (RT)","Vertical"]
["Inner Gusset Total Original Thickness:",{"$f":"(LOOKUP($C$48,'Info Tables'!A19:A58,'Info Tables'!D19:D58))","v":0.5625},"inch",null,null,"For tensile area remaining inner gusset",{"$f":"IF($B$67=\"None\",\"N/A\",LOOKUP($B$67,'Info Tables'!$A$119:$A$196,'Info Tables'!$G$119:$G$196))","v":1},{"$f":"IF($B$68=\"None\",\"N/A\",LOOKUP($B$68,'Info Tables'!$A$119:$A$196,'Info Tables'!$G$119:$G$196))","v":"N/A"},{"$f":"IF($B$69=\"None\",\"N/A\",LOOKUP($B$69,'Info Tables'!$A$119:$A$196,'Info Tables'!$G$119:$G$196))","v":1},{"$f":"IF($B$70=\"None\",\"N/A\",LOOKUP($B$70,'Info Tables'!$A$119:$A$196,'Info Tables'!$G$119:$G$196))","v":1},{"$f":"IF($B$71=\"None\",\"N/A\",LOOKUP($B$71,'Info Tables'!$A$119:$A$196,'Info Tables'!$G$119:$G$196))","v":1}]
["Inner Gusset Horizontal Shear (Global) % Remaining:",{"$f":"(LOOKUP($C$48,'Info Tables'!A19:A58,'Info Tables'!P19:P58))","v":1.39},"From the Original Thickness of Gusset After Reduction …. For Whitmore Area",null,null,null,{"$f":"IF($B$67=\"None\",\"N/A\",LOOKUP($B$67,'Info Tables'!A119:A196,'Info Tables'!H119:H196))","v":1},{"$f":"IF($B$68=\"None\",\"N/A\",LOOKUP($B$68,'Info Tables'!A119:A196,'Info Tables'!H119:H196))","v":"N/A"},{"$f":"IF($B$69=\"None\",\"N/A\",LOOKUP($B$69,'Info Tables'!A119:A196,'Info Tables'!H119:H196))","v":1},{"$f":"IF($B$70=\"None\",\"N/A\",LOOKUP($B$70,'Info Tables'!A119:A196,'Info Tables'!H119:H196))","v":1},{"$f":"IF($B$71=\"None\",\"N/A\",LOOKUP($B$71,'Info Tables'!A119:A196,'Info Tables'!H119:H196))","v":1}]
["Inner Gusset Vertical Shear (Global) % Remaining:",{"$f":"(LOOKUP($C$48,'Info Tables'!A19:A58,'Info Tables'!R19:R58))","v":1},"From the Original Thickness of Gusset After Reduction….. For Shear Area",null,null,null,{"$f":"IF($B$67=\"None\",\"N/A\",LOOKUP($B$67,'Info Tables'!A119:A196,'Info Tables'!I119:I196))","v":1},{"$f":"IF($B$68=\"None\",\"N/A\",LOOKUP($B$68,'Info Tables'!A119:A196,'Info Tables'!I119:I196))","v":"N/A"},{"$f":"IF($B$69=\"None\",\"N/A\",LOOKUP($B$69,'Info Tables'!A119:A196,'Info Tables'!I119:I196))","v":1},{"$f":"IF($B$70=\"None\",\"N/A\",LOOKUP($B$70,'Info Tables'!A119:A196,'Info Tables'!I119:I196))","v":1},{"$f":"IF($B$71=\"None\",\"N/A\",LOOKUP($B$71,'Info Tables'!A119:A196,'Info Tables'!I119:I196))","v":1}]
["Maximum Inner Unstiffened Edge Thickness",{"$f":"(LOOKUP($C$48,'Info Tables'!A19:A58,'Info Tables'!T19:T58))","v":1},"From the Original Thickness of Gusset After Reduction….. For Rivet Count",null,null,null,{"$f":"IF($B67=\"None\",\"N/A\",LOOKUP($B67,'Info Tables'!$A$119:$A$196,'Info Tables'!$J$119:$J$196))","v":1},{"$f":"IF($B68=\"None\",\"N/A\",LOOKUP($B68,'Info Tables'!$A$119:$A$196,'Info Tables'!$J$119:$J$196))","v":"N/A"},{"$f":"IF($B69=\"None\",\"N/A\",LOOKUP($B69,'Info Tables'!$A$119:$A$196,'Info Tables'!$J$119:$J$196))","v":1},{"$f":"IF($B70=\"None\",\"N/A\",LOOKUP($B70,'Info Tables'!$A$119:$A$196,'Info Tables'!$J$119:$J$196))","v":1},{"$f":"IF($B71=\"None\",\"N/A\",LOOKUP($B71,'Info Tables'!$A$119:$A$196,'Info Tables'!$J$119:$J$196))","v":1}]
["Outer Gusset Total Original Thickness:",{"$f":"(LOOKUP($C$48,'Info Tables'!A19:A58,'Info Tables'!D19:D58))","v":0.5625},"inch",null,null,"For tensile area remaining outer gusset",{"$f":"IF($B$67=\"None\",\"N/A\",LOOKUP($B$67,'Info Tables'!A119:A196,'Info Tables'!K119:K196))","v":1},{"$f":"IF($B$68=\"None\",\"N/A\",LOOKUP($B$68,'Info Tables'!$A$119:$A$196,'Info Tables'!K119:K196))","v":"N/A"},{"$f":"IF($B$69=\"None\",\"N/A\",LOOKUP($B$69,'Info Tables'!$A$119:$A$196,'Info Tables'!K119:K196))","v":1},{"$f":"IF($B$70=\"None\",\"N/A\",LOOKUP($B$70,'Info Tables'!$A$119:$A$196,'Info Tables'!K119:K196))","v":1},{"$f":"IF($B$71=\"None\",\"N/A\",LOOKUP($B$71,'Info Tables'!$A$119:$A$196,'Info Tables'!K119:K196))","v":1}]
["Outer Gusset Horizontal Shear (Global) % Remaining:",{"$f":"(LOOKUP($C$48,'Info Tables'!A19:A58,'Info Tables'!Q19:Q58))","v":1.39},"From the Original Thickness of Gusset After Reduction …. For Whitmore Area",null,null,null,{"$f":"IF($B$67=\"None\",\"N/A\",LOOKUP($B$67,'Info Tables'!A119:A196,'Info Tables'!L119:L196))","v":1},{"$f":"IF($B$68=\"None\",\"N/A\",LOOKUP($B$68,'Info Tables'!A119:A196,'Info Tables'!L119:L196))","v":"N/A"},{"$f":"IF($B$69=\"None\",\"N/A\",LOOKUP($B$69,'Info Tables'!A119:A196,'Info Tables'!L119:L196))","v":1},{"$f":"IF($B$70=\"None\",\"N/A\",LOOKUP($B$70,'Info Tables'!A119:A196,'Info Tables'!L119:L196))","v":1},{"$f":"IF($B$71=\"None\",\"N/A\",LOOKUP($B$71,'Info Tables'!A119:A196,'Info Tables'!L119:L196))","v":1}]
["Outer Gusset Vertical Shear (Global) % Remaining:",{"$f":"(LOOKUP($C$48,'Info Tables'!A19:A58,'Info Tables'!S19:S58))","v":1},"From the Original Thickness of Gusset After Reduction….. For Shear Area",null,null,null,{"$f":"IF($B$67=\"None\",\"N/A\",LOOKUP($B$67,'Info Tables'!A119:A196,'Info Tables'!M119:M196))","v":1},{"$f":"IF($B$68=\"None\",\"N/A\",LOOKUP($B$68,'Info Tables'!A119:A196,'Info Tables'!M119:M196))","v":"N/A"},{"$f":"IF($B$69=\"None\",\"N/A\",LOOKUP($B$69,'Info Tables'!A119:A196,'Info Tables'!M119:M196))","v":1},{"$f":"IF($B$70=\"None\",\"N/A\",LOOKUP($B$70,'Info Tables'!A119:A196,'Info Tables'!M119:M196))","v":1},{"$f":"IF($B$71=\"None\",\"N/A\",LOOKUP($B$71,'Info Tables'!A119:A196,'Info Tables'!M119:M196))","v":1}]
["Maximum Outer Unstiffened Edge Thickness",{"$f":"(LOOKUP($C$48,'Info Tables'!A19:A58,'Info Tables'!U19:U58))","v":1},"From the Original Thickness of Gusset After Reduction….. For Rivet Count",null,null,null,{"$f":"IF($B67=\"None\",\"N/A\",LOOKUP($B67,'Info Tables'!$A$119:$A$196,'Info Tables'!$N$119:$N$196))","v":1},{"$f":"IF($B68=\"None\",\"N/A\",LOOKUP($B68,'Info Tables'!$A$119:$A$196,'Info Tables'!$N$119:$N$196))","v":"N/A"},{"$f":"IF($B69=\"None\",\"N/A\",LOOKUP($B69,'Info Tables'!$A$119:$A$196,'Info Tables'!$N$119:$N$196))","v":1},{"$f":"IF($B70=\"None\",\"N/A\",LOOKUP($B70,'Info Tables'!$A$119:$A$196,'Info Tables'!$N$119:$N$196))","v":1},{"$f":"IF($B71=\"None\",\"N/A\",LOOKUP($B71,'Info Tables'!$A$119:$A$196,'Info Tables'!$N$119:$N$196))","v":1}]
["Member % Reduction:",null,"From the Original Thickness of Base Plates (Worst Member at The Joint Based on Field Observations)"]
["Live Load Type:",{"$f":"IF(C58=1,\"2F1\",IF(C58=2,\"3F1\",IF(C58=3,\"4F1\",IF(C58=4,\"5C1\",IF(C58=5,\"HS20-44\",IF(C58=6,\"Inventory\",IF(C58=7,\"ODOT Truck Train\",\"\")))))))","v":"ODOT Truck Train"},7,"Live Load % Reduction:",100]
["Rating Type:",{"$f":"A3","v":"Operating Rating"}]
[]
[]
["The cells below are locked; please call Omar Abu-Hajar, Office of Structural Engineering  (614-387-1257) for any comments or questions."]
[]
[]
["Member Factored Axial Loads From Truss Analysis:"]
["Location","Member ID","Member","Dead Axial Factored Load For Both Plates (kips)","Max. Compression Factored LL+I For Both Plates (kips)","Max. Tension Factored LL+I For Both Plates (kips)","Total Max. Compressive Factored Load For Both Plates (kips)","Total Max. Tensile Factored Load For Both Plates (kips)","Angle with Plate Axis (degrees)","Member Type","Member Ends Spliced at Joint Center ?","Milled Butt Ends at Splice?"]
["U/L Chord  (LT)",{"$f":"LOOKUP($C$48,'Info Tables'!A70:A109,'Info Tables'!B70:B109)","v":2091},{"$f":"IF(B67=\"None\",\"N/A\",LOOKUP(B67,'Info Tables'!$A$119:$A$196,'Info Tables'!$B$119:$B$196))","v":"U8 U9"},{"$f":"IF(B67=\"None\",\"N/A\",$B$34*LOOKUP(B67,'Member Loads'!$A$13:$A$102,'Member Loads'!$B$13:$B$102))","v":-556.01},{"$f":"IF(B67=\"None\",\"N/A\",$B$35*($E$58/100)*(IF($B$58=\"2F1\",LOOKUP(B67,'Member Loads'!$D$13:$D$102,'Member Loads'!$E$13:$E$102),IF($B$58=\"3F1\",LOOKUP(B67,'Member Loads'!$H$13:$H$102,'Member Loads'!$I$13:$I$102),IF($B$58=\"4F1\",LOOKUP(B67,'Member Loads'!$L$13:$L$102,'Member Loads'!$M$13:$M$102),IF($B$58=\"5C1\",LOOKUP(B67,'Member Loads'!$P$13:$P$102,'Member Loads'!$Q$13:$Q$102),IF($B$58=\"HS20-44\",LOOKUP(B67,'Member Loads'!$T$13:$T$102,'Member Loads'!$U$13:$U$102),IF($B$58=\"Inventory\",LOOKUP(B67,'Member Loads'!$X$13:$X$102,'Member Loads'!$Y$13:$Y$102),LOOKUP(B67,'Member Loads'!$AB$13:$AB$102,'Member Loads'!$AC$13:$AC$102)))))))))","v":-225.96600000000001},{"$f":"IF(B67=\"None\",\"N/A\",$B$35*($E$58/100)*(IF($B$58=\"2F1\",LOOKUP(B67,'Member Loads'!$D$13:$D$102,'Member Loads'!$F$13:$F$102),IF($B$58=\"3F1\",LOOKUP(B67,'Member Loads'!$H$13:$H$102,'Member Loads'!$J$13:$J$102),IF($B$58=\"4F1\",LOOKUP(B67,'Member Loads'!$L$13:$L$102,'Member Loads'!$N$13:$N$102),IF($B$58=\"5C1\",LOOKUP(B67,'Member Loads'!$P$13:$P$102,'Member Loads'!$R$13:$R$102),IF($B$58=\"HS20-44\",LOOKUP(B67,'Member Loads'!$T$13:$T$102,'Member Loads'!$V$13:$V$102),IF($B$58=\"Inventory\",LOOKUP(B67,'Member Loads'!$X$13:$X$102,'Member Loads'!$Z$13:$Z$102),LOOKUP(B67,'Member Loads'!$AB$13:$AB$102,'Member Loads'!$AD$13:$AD$102)))))))))","v":0},{"$f":"IF(B67=\"None\",\"N/A\",IF(D67+E67<=0,D67+E67,\"N/A\"))","v":-781.976},{"$f":"IF(B67=\"None\",\"N/A\",IF(D67+F67>=0,D67+F67,\"N/A\"))","v":"N/A"},{"$f":"IF(B67=\"None\",\"N/A\",LOOKUP($C$48,'Info Tables'!A254:A293,'Info Tables'!C254:C293))","v":0},{"$f":"IF(AND(G67=\"N/A\",$H$67=\"N/A\"),\"N/A\",IF(AND(G67<0,$H$67=\"N/A\"),\"Compression\",IF(AND(G67=\"N/A\",$H$67>0),\"Tension\",IF(AND(G67<0,$H$67>0),\"Reversal\",IF(AND(G67=0,$H$67=0),\"Dead\",\"N/A\")))))","v":"Compression"},{"$f":"IF(B67=\"None\",\"N/A\",LOOKUP(B67,'Info Tables'!$A$654:$A$731,'Info Tables'!$C$654:$C$731))","v":"Yes"},{"$f":"IF(OR(K67=\"No\",K67=\"N/A\"),\"N/A\",LOOKUP(B67,'Info Tables'!$A$654:$A$731,'Info Tables'!$D$654:$D$731))","v":"Yes"}]
["U/L Chord  (RT)",{"$f":"LOOKUP($C$48,'Info Tables'!A70:A109,'Info Tables'!C70:C109)","v":"None"},{"$f":"IF(B68=\"None\",\"N/A\",LOOKUP(B68,'Info Tables'!$A$119:$A$196,'Info Tables'!$B$119:$B$196))","v":"N/A"},{"$f":"IF(B68=\"None\",\"N/A\",$B$34*LOOKUP(B68,'Member Loads'!$A$13:$A$102,'Member Loads'!$B$13:$B$102))","v":"N/A"},{"$f":"IF(B68=\"None\",\"N/A\",$B$35*($E$58/100)*(IF($B$58=\"2F1\",LOOKUP(B68,'Member Loads'!$D$13:$D$102,'Member Loads'!$E$13:$E$102),IF($B$58=\"3F1\",LOOKUP(B68,'Member Loads'!$H$13:$H$102,'Member Loads'!$I$13:$I$102),IF($B$58=\"4F1\",LOOKUP(B68,'Member Loads'!$L$13:$L$102,'Member Loads'!$M$13:$M$102),IF($B$58=\"5C1\",LOOKUP(B68,'Member Loads'!$P$13:$P$102,'Member Loads'!$Q$13:$Q$102),IF($B$58=\"HS20-44\",LOOKUP(B68,'Member Loads'!$T$13:$T$102,'Member Loads'!$U$13:$U$102),IF($B$58=\"Inventory\",LOOKUP(B68,'Member Loads'!$X$13:$X$102,'Member Loads'!$Y$13:$Y$102),LOOKUP(B68,'Member Loads'!$AB$13:$AB$102,'Member Loads'!$AC$13:$AC$102)))))))))","v":"N/A"},{"$f":"IF(B68=\"None\",\"N/A\",$B$35*($E$58/100)*(IF($B$58=\"2F1\",LOOKUP(B68,'Member Loads'!$D$13:$D$102,'Member Loads'!$F$13:$F$102),IF($B$58=\"3F1\",LOOKUP(B68,'Member Loads'!$H$13:$H$102,'Member Loads'!$J$13:$J$102),IF($B$58=\"4F1\",LOOKUP(B68,'Member Loads'!$L$13:$L$102,'Member Loads'!$N$13:$N$102),IF($B$58=\"5C1\",LOOKUP(B68,'Member Loads'!$P$13:$P$102,'Member Loads'!$R$13:$R$102),IF($B$58=\"HS20-44\",LOOKUP(B68,'Member Loads'!$T$13:$T$102,'Member Loads'!$V$13:$V$102),IF($B$58=\"Inventory\",LOOKUP(B68,'Member Loads'!$X$13:$X$102,'Member Loads'!$Z$13:$Z$102),LOOKUP(B68,'Member Loads'!$AB$13:$AB$102,'Member Loads'!$AD$13:$AD$102)))))))))","v":"N/A"},{"$f":"IF(B68=\"None\",\"N/A\",IF(D68+E68<=0,D68+E68,\"N/A\"))","v":"N/A"},{"$f":"IF(B68=\"None\",\"N/A\",IF(D68+F68>=0,D68+F68,\"N/A\"))","v":"N/A"},{"$f":"IF(B68=\"None\",\"N/A\",LOOKUP($C$48,'Info Tables'!A254:A293,'Info Tables'!D254:D293))","v":"N/A"},{"$f":"IF(AND(G68=\"N/A\",$H$68=\"N/A\"),\"N/A\",IF(AND(G68<0,$H$68=\"N/A\"),\"Compression\",IF(AND(G68=\"N/A\",$H$68>0),\"Tension\",IF(AND(G68<0,$H$68>0),\"Reversal\",IF(AND(G68=0,$H$68=0),\"Dead\",\"N/A\")))))","v":"N/A"},{"$f":"IF(B68=\"None\",\"N/A\",LOOKUP(B68,'Info Tables'!$A$654:$A$731,'Info Tables'!$C$654:$C$731))","v":"N/A"},{"$f":"IF(OR(K68=\"No\",K68=\"N/A\"),\"N/A\",LOOKUP(B68,'Info Tables'!$A$654:$A$731,'Info Tables'!$D$654:$D$731))","v":"N/A"}]
["Diagonal (LT)",{"$f":"LOOKUP($C$48,'Info Tables'!A70:A109,'Info Tables'!D70:D109)","v":2094},{"$f":"IF(B69=\"None\",\"N/A\",LOOKUP(B69,'Info Tables'!$A$119:$A$196,'Info Tables'!$B$119:$B$196))","v":"U9 L8"},{"$f":"IF(B69=\"None\",\"N/A\",$B$34*LOOKUP(B69,'Member Loads'!$A$13:$A$102,'Member Loads'!$B$13:$B$102))","v":239.98},{"$f":"IF(B69=\"None\",\"N/A\",$B$35*($E$58/100)*(IF($B$58=\"2F1\",LOOKUP(B69,'Member Loads'!$D$13:$D$102,'Member Loads'!$E$13:$E$102),IF($B$58=\"3F1\",LOOKUP(B69,'Member Loads'!$H$13:$H$102,'Member Loads'!$I$13:$I$102),IF($B$58=\"4F1\",LOOKUP(B69,'Member Loads'!$L$13:$L$102,'Member Loads'!$M$13:$M$102),IF($B$58=\"5C1\",LOOKUP(B69,'Member Loads'!$P$13:$P$102,'Member Loads'!$Q$13:$Q$102),IF($B$58=\"HS20-44\",LOOKUP(B69,'Member Loads'!$T$13:$T$102,'Member Loads'!$U$13:$U$102),IF($B$58=\"Inventory\",LOOKUP(B69,'Member Loads'!$X$13:$X$102,'Member Loads'!$Y$13:$Y$102),LOOKUP(B69,'Member Loads'!$AB$13:$AB$102,'Member Loads'!$AC$13:$AC$102)))))))))","v":-22.672000000000004},{"$f":"IF(B69=\"None\",\"N/A\",$B$35*($E$58/100)*(IF($B$58=\"2F1\",LOOKUP(B69,'Member Loads'!$D$13:$D$102,'Member Loads'!$F$13:$F$102),IF($B$58=\"3F1\",LOOKUP(B69,'Member Loads'!$H$13:$H$102,'Member Loads'!$J$13:$J$102),IF($B$58=\"4F1\",LOOKUP(B69,'Member Loads'!$L$13:$L$102,'Member Loads'!$N$13:$N$102),IF($B$58=\"5C1\",LOOKUP(B69,'Member Loads'!$P$13:$P$102,'Member Loads'!$R$13:$R$102),IF($B$58=\"HS20-44\",LOOKUP(B69,'Member Loads'!$T$13:$T$102,'Member Loads'!$V$13:$V$102),IF($B$58=\"Inventory\",LOOKUP(B69,'Member Loads'!$X$13:$X$102,'Member Loads'!$Z$13:$Z$102),LOOKUP(B69,'Member Loads'!$AB$13:$AB$102,'Member Loads'!$AD$13:$AD$102)))))))))","v":118.28699999999999},{"$f":"IF(B69=\"None\",\"N/A\",IF(D69+E69<=0,D69+E69,\"N/A\"))","v":"N/A"},{"$f":"IF(B69=\"None\",\"N/A\",IF(D69+F69>=0,D69+F69,\"N/A\"))","v":358.267},{"$f":"IF(B69=\"None\",\"N/A\",LOOKUP($C$48,'Info Tables'!A254:A293,'Info Tables'!E254:E293))","v":63.17},{"$f":"IF(AND(G69=\"N/A\",$H$69=\"N/A\"),\"N/A\",IF(AND(G69<0,$H$69=\"N/A\"),\"Compression\",IF(AND(G69=\"N/A\",$H$69>0),\"Tension\",IF(AND(G69<0,$H$69>0),\"Reversal\",IF(AND(G69=0,$H$69=0),\"Dead\",\"N/A\")))))","v":"Tension"},{"$f":"IF(B69=\"None\",\"N/A\",LOOKUP(B69,'Info Tables'!$A$654:$A$731,'Info Tables'!$C$654:$C$731))","v":"Yes"},{"$f":"IF(OR(K69=\"No\",K69=\"N/A\"),\"N/A\",LOOKUP(B69,'Info Tables'!$A$654:$A$731,'Info Tables'!$D$654:$D$731))","v":"No"}]
["Diagonal (RT)",{"$f":"LOOKUP($C$48,'Info Tables'!A70:A109,'Info Tables'!E70:E109)","v":2092},{"$f":"IF(B70=\"None\",\"N/A\",LOOKUP(B70,'Info Tables'!$A$119:$A$196,'Info Tables'!$B$119:$B$196))","v":"U9 L10"},{"$f":"IF(B70=\"None\",\"N/A\",$B$34*LOOKUP(B70,'Member Loads'!$A$13:$A$102,'Member Loads'!$B$13:$B$102))","v":-566.54000000000008},{"$f":"IF(B70=\"None\",\"N/A\",$B$35*($E$58/100)*(IF($B$58=\"2F1\",LOOKUP(B70,'Member Loads'!$D$13:$D$102,'Member Loads'!$E$13:$E$102),IF($B$58=\"3F1\",LOOKUP(B70,'Member Loads'!$H$13:$H$102,'Member Loads'!$I$13:$I$102),IF($B$58=\"4F1\",LOOKUP(B70,'Member Loads'!$L$13:$L$102,'Member Loads'!$M$13:$M$102),IF($B$58=\"5C1\",LOOKUP(B70,'Member Loads'!$P$13:$P$102,'Member Loads'!$Q$13:$Q$102),IF($B$58=\"HS20-44\",LOOKUP(B70,'Member Loads'!$T$13:$T$102,'Member Loads'!$U$13:$U$102),IF($B$58=\"Inventory\",LOOKUP(B70,'Member Loads'!$X$13:$X$102,'Member Loads'!$Y$13:$Y$102),LOOKUP(B70,'Member Loads'!$AB$13:$AB$102,'Member Loads'!$AC$13:$AC$102)))))))))","v":-235.49499999999998},{"$f":"IF(B70=\"None\",\"N/A\",$B$35*($E$58/100)*(IF($B$58=\"2F1\",LOOKUP(B70,'Member Loads'!$D$13:$D$102,'Member Loads'!$F$13:$F$102),IF($B$58=\"3F1\",LOOKUP(B70,'Member Loads'!$H$13:$H$102,'Member Loads'!$J$13:$J$102),IF($B$58=\"4F1\",LOOKUP(B70,'Member Loads'!$L$13:$L$102,'Member Loads'!$N$13:$N$102),IF($B$58=\"5C1\",LOOKUP(B70,'Member Loads'!$P$13:$P$102,'Member Loads'!$R$13:$R$102),IF($B$58=\"HS20-44\",LOOKUP(B70,'Member Loads'!$T$13:$T$102,'Member Loads'!$V$13:$V$102),IF($B$58=\"Inventory\",LOOKUP(B70,'Member Loads'!$X$13:$X$102,'Member Loads'!$Z$13:$Z$102),LOOKUP(B70,'Member Loads'!$AB$13:$AB$102,'Member Loads'!$AD$13:$AD$102)))))))))","v":0},{"$f":"IF(B70=\"None\",\"N/A\",IF(D70+E70<=0,D70+E70,\"N/A\"))","v":-802.03500000000008},{"$f":"IF(B70=\"None\",\"N/A\",IF(D70+F70>=0,D70+F70,\"N/A\"))","v":"N/A"},{"$f":"IF(B70=\"None\",\"N/A\",LOOKUP($C$48,'Info Tables'!A254:A293,'Info Tables'!F254:F293))","v":33.31},{"$f":"IF(AND(G70=\"N/A\",$H$70=\"N/A\"),\"N/A\",IF(AND(G70<0,$H$70=\"N/A\"),\"Compression\",IF(AND(G70=\"N/A\",$H$70>0),\"Tension\",IF(AND(G70<0,$H$70>0),\"Reversal\",IF(AND(G70=0,$H$70=0),\"Dead\",\"N/A\")))))","v":"Compression"},{"$f":"IF(B70=\"None\",\"N/A\",LOOKUP(B70,'Info Tables'!$A$654:$A$731,'Info Tables'!$C$654:$C$731))","v":"Yes"},{"$f":"IF(OR(K70=\"No\",K70=\"N/A\"),\"N/A\",LOOKUP(B70,'Info Tables'!$A$654:$A$731,'Info Tables'!$D$654:$D$731))","v":"Yes"}]
["Vertical",{"$f":"LOOKUP($C$48,'Info Tables'!A70:A109,'Info Tables'!F70:F109)","v":2093},{"$f":"IF(B71=\"None\",\"N/A\",LOOKUP(B71,'Info Tables'!$A$119:$A$196,'Info Tables'!$B$119:$B$196))","v":"U9 L9"},{"$f":"IF(B71=\"None\",\"N/A\",$B$34*LOOKUP(B71,'Member Loads'!$A$13:$A$102,'Member Loads'!$B$13:$B$102))","v":90.610000000000014},{"$f":"IF(B71=\"None\",\"N/A\",$B$35*($E$58/100)*(IF($B$58=\"2F1\",LOOKUP(B71,'Member Loads'!$D$13:$D$102,'Member Loads'!$E$13:$E$102),IF($B$58=\"3F1\",LOOKUP(B71,'Member Loads'!$H$13:$H$102,'Member Loads'!$I$13:$I$102),IF($B$58=\"4F1\",LOOKUP(B71,'Member Loads'!$L$13:$L$102,'Member Loads'!$M$13:$M$102),IF($B$58=\"5C1\",LOOKUP(B71,'Member Loads'!$P$13:$P$102,'Member Loads'!$Q$13:$Q$102),IF($B$58=\"HS20-44\",LOOKUP(B71,'Member Loads'!$T$13:$T$102,'Member Loads'!$U$13:$U$102),IF($B$58=\"Inventory\",LOOKUP(B71,'Member Loads'!$X$13:$X$102,'Member Loads'!$Y$13:$Y$102),LOOKUP(B71,'Member Loads'!$AB$13:$AB$102,'Member Loads'!$AC$13:$AC$102)))))))))","v":0},{"$f":"IF(B71=\"None\",\"N/A\",$B$35*($E$58/100)*(IF($B$58=\"2F1\",LOOKUP(B71,'Member Loads'!$D$13:$D$102,'Member Loads'!$F$13:$F$102),IF($B$58=\"3F1\",LOOKUP(B71,'Member Loads'!$H$13:$H$102,'Member Loads'!$J$13:$J$102),IF($B$58=\"4F1\",LOOKUP(B71,'Member Loads'!$L$13:$L$102,'Member Loads'!$N$13:$N$102),IF($B$58=\"5C1\",LOOKUP(B71,'Member Loads'!$P$13:$P$102,'Member Loads'!$R$13:$R$102),IF($B$58=\"HS20-44\",LOOKUP(B71,'Member Loads'!$T$13:$T$102,'Member Loads'!$V$13:$V$102),IF($B$58=\"Inventory\",LOOKUP(B71,'Member Loads'!$X$13:$X$102,'Member Loads'!$Z$13:$Z$102),LOOKUP(B71,'Member Loads'!$AB$13:$AB$102,'Member Loads'!$AD$13:$AD$102)))))))))","v":79.599000000000004},{"$f":"IF(B71=\"None\",\"N/A\",IF(D71+E71<=0,D71+E71,\"N/A\"))","v":"N/A"},{"$f":"IF(B71=\"None\",\"N/A\",IF(D71+F71>=0,D71+F71,\"N/A\"))","v":170.209},{"$f":"IF(B71=\"None\",\"N/A\",LOOKUP($C$48,'Info Tables'!A254:A293,'Info Tables'!G254:G293))","v":104.93},{"$f":"IF(AND(G71=\"N/A\",$H$71=\"N/A\"),\"N/A\",IF(AND(G71<0,$H$71=\"N/A\"),\"Compression\",IF(AND(G71=\"N/A\",$H$71>0),\"Tension\",IF(AND(G71<0,$H$71>0),\"Reversal\",IF(AND(G71=0,$H$71=0),\"Dead\",\"N/A\")))))","v":"Tension"},{"$f":"IF(B71=\"None\",\"N/A\",LOOKUP(B71,'Info Tables'!$A$654:$A$731,'Info Tables'!$C$654:$C$731))","v":"Yes"},{"$f":"IF(OR(K71=\"No\",K71=\"N/A\"),\"N/A\",LOOKUP(B71,'Info Tables'!$A$654:$A$731,'Info Tables'!$D$654:$D$731))","v":"No"}]
[]
[]
[]
[]
[]
["Resolved Axial Loads into Horizontal and Vertical Components in Gusset Plates"]
["Location","Member ID","Member","COS (Angle)","SIN (Angle)","Horizontal Component Factored Dead Load For Both Plates (kips)","Vertical Component Factored Dead Load For Both Plates (kips)","Horizontal Component Max. Factored Compression LL+I For Both Plates (kips)","Vertical Component Max. Factored Compression LL+I For Both Plates (kips)","Horizontal Component Max. Factored Tension LL+I For Both Plates (kips)","Vertical Component Max. Factored Tension LL+I For Both Plates (kips)","Horizontal Component Total Max. Factored Compressive Load DL+LL+I For Both Plates (kips)","Vertical Component Total Max. Factored Compressive Load DL+LL+I For Both Plates (kips)","Horizontal Component Total Max. Factored Tensile Load DL+LL+I For Both Plates (kips)","Vertical Component Total Max. Factored Tensile Load DL+LL+I For Both Plates (kips)"]
["U/L Chord  (LT)",{"$f":"$B$67","v":2091},{"$f":"$C$67","v":"U8 U9"},{"$f":"IF($B$79=\"None\",0,COS(RADIANS($I$67)))","v":1},{"$f":"IF($B$79=\"None\",0,SIN(RADIANS($I$67)))","v":0},{"$f":"IF(D67=\"N/A\",0,D67*D79)","v":-556.01},{"$f":"IF(D67=\"N/A\",0,D67*E79)","v":0},{"$f":"IF($E$67=\"N/A\",0,E67*D79)","v":-225.96600000000001},{"$f":"IF($E$67=\"N/A\",0,E67*E79)","v":0},{"$f":"IF(F67=\"N/A\",0,F67*D79)","v":0},{"$f":"IF(F67=\"N/A\",0,F67*E79)","v":0},{"$f":"IF(G67=\"N/A\",0,G67*D79)","v":-781.976},{"$f":"IF(G67=\"N/A\",0,G67*E79)","v":0},{"$f":"IF($H$67=\"N/A\",0,$H$67*D79)","v":0},{"$f":"IF($H$67=\"N/A\",0,$H$67*E79)","v":0}]
["U/L Chord  (RT)",{"$f":"$B$68","v":"None"},{"$f":"$C$68","v":"N/A"},{"$f":"IF($B$80=\"None\",0,COS(RADIANS($I$68)))","v":0},{"$f":"IF($B$80=\"None\",0,SIN(RADIANS($I$68)))","v":0},{"$f":"IF(D68=\"N/A\",0,D68*D80)","v":0},{"$f":"IF(D68=\"N/A\",0,D68*E80)","v":0},{"$f":"IF($E$68=\"N/A\",0,E68*D80)","v":0},{"$f":"IF($E$68=\"N/A\",0,E68*E80)","v":0},{"$f":"IF(F68=\"N/A\",0,F68*D80)","v":0},{"$f":"IF(F68=\"N/A\",0,F68*E80)","v":0},{"$f":"IF(G68=\"N/A\",0,G68*D80)","v":0},{"$f":"IF(G68=\"N/A\",0,G68*E80)","v":0},{"$f":"IF($H$68=\"N/A\",0,$H$68*D80)","v":0},{"$f":"IF($H$68=\"N/A\",0,$H$68*E80)","v":0}]
["Diagonal (LT)",{"$f":"$B$69","v":2094},{"$f":"$C$69","v":"U9 L8"},{"$f":"IF($B$81=\"None\",0,COS(RADIANS($I$69)))","v":0.45134483570441647},{"$f":"IF($B$81=\"None\",0,SIN(RADIANS($I$69)))","v":0.89234961718093053},{"$f":"IF(D69=\"N/A\",0,D69*D81)","v":108.31373367234586},{"$f":"IF(D69=\"N/A\",0,D69*E81)","v":214.1460611310797},{"$f":"IF($E$69=\"N/A\",0,E69*D81)","v":-10.232890115090532},{"$f":"IF($E$69=\"N/A\",0,E69*E81)","v":-20.23135052072606},{"$f":"IF(F69=\"N/A\",0,F69*D81)","v":53.388226580968308},{"$f":"IF(F69=\"N/A\",0,F69*E81)","v":105.55335916748072},{"$f":"IF(G69=\"N/A\",0,G69*D81)","v":0},{"$f":"IF(G69=\"N/A\",0,G69*E81)","v":0},{"$f":"IF($H$69=\"N/A\",0,$H$69*D81)","v":161.70196025331418},{"$f":"IF($H$69=\"N/A\",0,$H$69*E81)","v":319.69942029856043}]
["Diagonal (RT)",{"$f":"$B$70","v":2092},{"$f":"$C$70","v":"U9 L10"},{"$f":"IF($B$82=\"None\",0,COS(RADIANS($I$70)))","v":0.83571152608025623},{"$f":"IF($B$82=\"None\",0,SIN(RADIANS($I$70)))","v":0.54916868553897824},{"$f":"IF(D70=\"N/A\",0,D70*D82)","v":-473.46400798550843},{"$f":"IF(D70=\"N/A\",0,D70*E82)","v":-311.12602710525277},{"$f":"IF($E$70=\"N/A\",0,E70*D82)","v":-196.80588583426993},{"$f":"IF($E$70=\"N/A\",0,E70*E82)","v":-129.32647960100167},{"$f":"IF(F70=\"N/A\",0,F70*D82)","v":0},{"$f":"IF(F70=\"N/A\",0,F70*E82)","v":0},{"$f":"IF(G70=\"N/A\",0,G70*D82)","v":-670.26989381977842},{"$f":"IF(G70=\"N/A\",0,G70*E82)","v":-440.45250670625444},{"$f":"IF($H$70=\"N/A\",0,$H$70*D82)","v":0},{"$f":"IF($H$70=\"N/A\",0,$H$70*E82)","v":0}]
["Vertical",{"$f":"$B$71","v":2093},{"$f":"$C$71","v":"U9 L9"},{"$f":"IF($B$83=\"None\",0,COS(RADIANS($I$71)))","v":-0.25763875121626956},{"$f":"IF($B$83=\"None\",0,SIN(RADIANS($I$71)))","v":0.96624131244307765},{"$f":"IF(D71=\"N/A\",0,D71*ABS(D83))","v":23.344647247706188},{"$f":"IF(D71=\"N/A\",0,D71*E83)","v":87.551125320467278},{"$f":"IF($E$71=\"N/A\",0,E71*ABS(D83))","v":0},{"$f":"IF($E$71=\"N/A\",0,E71*E83)","v":0},{"$f":"IF(F71=\"N/A\",0,F71*ABS(D83))","v":20.507786958063843},{"$f":"IF(F71=\"N/A\",0,F71*E83)","v":76.911842229156548},{"$f":"IF(G71=\"N/A\",0,G71*ABS(D83))","v":0},{"$f":"IF(G71=\"N/A\",0,G71*E83)","v":0},{"$f":"IF($H$71=\"N/A\",0,$H$71*ABS(D83))","v":43.852434205770024},{"$f":"IF($H$71=\"N/A\",0,$H$71*E83)","v":164.46296754962381}]
[]
[]
[]
[]
[]
["Gusset Plate Geometric Properties"]
["Location","ID","Member","Inner Gusset Plates Actual Thickness For Whitmore (in)","Inner Gusset Plates Actual Thickness For Plate Shear (in)","Outer Gusset Plates Actual Thickness For Whitmore (in)","Outer Gusset Plates Actual Thickness For Plate Shear (in)","Actual Base Metal Thickness At Member End Total for Both Sides (in)","Total No. of Rivets At Member End in Both Plates","Connection Length in One Plate (in)","* Shear Resistance Reduction Factor","Whitmore Effective Gross Width \"b\" For One Plate (in)","Unbraced Column Length For One Plate (in)","Inner Gusset Whitmore Area \"A\" For One Plate (in^2)","Inner Gusset Moment of Inertia \"I\" For One Plate (in^4)","Inner Gusset plate Radius of Gyration \"r\" For One Plate (in)","Inner Gusset Plate kl/r","Maximum Axial StressFcr (ksi)","Outer Gusset Whitmore Area \"A\"  For One Plate (in^2)","Outer Gusset Moment of Inertia \"I\" For One Plate (in^4)","Outer Gusset Plate Radius of Gyration \"r\" For One Plate (in)","Outer Gusset Plate  kl/r","Maximum Fcr (ksi)"]
["U/L Chord  (LT)",{"$f":"$B$67","v":2091},{"$f":"$C$67","v":"U8 U9"},{"$f":"IF(OR(B91=\"None\",K67=\"No\"),\"N/A\",$B$49*$G$50)","v":0.5625},{"$f":"IF(OR(B91=\"None\",K67=\"No\"),\"N/A\",$B$49*$G$51)","v":0.5625},{"$f":"IF(OR(B91=\"None\",K67=\"No\"),\"N/A\",$B$53*$G$54)","v":0.5625},{"$f":"IF(OR(B91=\"None\",K67=\"No\"),\"N/A\",$B$53*$G$55)","v":0.5625},{"$f":"IF(B91=\"None\",\"N/A\",(LOOKUP(B91,'Info Tables'!$A$119:$A$196,'Info Tables'!$F$119:$F$196)))","v":2.9},{"$f":"IF(B91=\"None\",\"N/A\",(LOOKUP($C$48,'Info Tables'!$A$204:$A$243,'Info Tables'!$C$204:$C$243)))","v":54},{"$f":"IF(B91=\"None\",\"N/A\",1*(LOOKUP($C$48,'Info Tables'!$A$204:$A$243,'Info Tables'!$K$204:$K$243)))","v":23},{"$f":"IF(J91>50,0.8,1)","v":1},{"$f":"IF(B91=\"None\",\"N/A\",(LOOKUP($C$48,'Info Tables'!$A$304:$A$343,'Info Tables'!$C$304:$C$343)))","v":27.161999999999999},{"$f":"IF(B91=\"None\",\"N/A\",(LOOKUP($C$48,'Info Tables'!$A$354:$A$393,'Info Tables'!$C$354:$C$393)))","v":8.4459999999999997},{"$f":"IF(OR(B91=\"None\",K67=\"No\"),\"N/A\",D91*L91)","v":15.278625},{"$f":"IF(OR(B91=\"None\",K67=\"No\"),\"N/A\",$L$91*D91^3/12)","v":0.40285437011718744},{"$f":"IF(OR(B91=\"None\",K67=\"No\"),\"N/A\",SQRT(O91/N91))","v":0.16237976320958222},{"$f":"IF(OR(B91=\"None\",K67=\"No\"),\"N/A\",($B$26*M91/P91))","v":62.416644781767417},{"$f":"IF(OR(Q91=0,Q91=\"N/A\"),0,IF($B$37>Q91,$B$20*(1-(($B$20/(4*PI()^2*$B$22)))*Q91^2)/1000,((PI()^2*$B$22/Q91^2)/1000)))","v":29.294293801927125},{"$f":"IF(OR(B91=\"None\",K67=\"No\"),\"N/A\",F91*L91)","v":15.278625},{"$f":"IF(OR(B91=\"None\",K67=\"No\"),\"N/A\",$L$91*F91^3/12)","v":0.40285437011718744},{"$f":"IF(OR(B91=\"None\",K67=\"No\"),\"N/A\",SQRT(T91/S91))","v":0.16237976320958222},{"$f":"IF(OR(B91=\"None\",K67=\"No\"),\"N/A\",($B$26*M91/U91))","v":62.416644781767417},{"$f":"IF(OR(V91=0,V91=\"N/A\"),0,IF($B$37>V91,$B$20*(1-(($B$20/(4*PI()^2*$B$22)))*V91^2)/1000,((PI()^2*$B$22/V91^2)/1000)))","v":29.294293801927125}]
["U/L Chord  (RT)",{"$f":"$B$68","v":"None"},{"$f":"$C$68","v":"N/A"},{"$f":"IF(OR($B$92=\"None\",$K$68=\"No\"),\"N/A\",$B$49*$H$50)","v":"N/A"},{"$f":"IF(OR($B$92=\"None\",$K$68=\"No\"),\"N/A\",$B$49*$H$51)","v":"N/A"},{"$f":"IF(OR($B$92=\"None\",$K$68=\"No\"),\"N/A\",$B$53*$H$54)","v":"N/A"},{"$f":"IF(OR($B$92=\"None\",$K$68=\"No\"),\"N/A\",$B$53*$H$55)","v":"N/A"},{"$f":"IF(B92=\"None\",\"N/A\",(LOOKUP(B92,'Info Tables'!$A$119:$A$196,'Info Tables'!$F$119:$F$196)))","v":"N/A"},{"$f":"IF(B92=\"None\",\"N/A\",(LOOKUP($C$48,'Info Tables'!$A$204:$A$243,'Info Tables'!$D$204:$D$243)))","v":"N/A"},{"$f":"IF(B92=\"None\",\"N/A\",1*(LOOKUP($C$48,'Info Tables'!$A$204:$A$243,'Info Tables'!$L$204:$L$243)))","v":"N/A"},{"$f":"IF(J92>50,0.8,1)","v":0.8},{"$f":"IF(B92=\"None\",\"N/A\",(LOOKUP($C$48,'Info Tables'!$A$304:$A$343,'Info Tables'!$D$304:$D$343)))","v":"N/A"},{"$f":"IF(B92=\"None\",\"N/A\",(LOOKUP($C$48,'Info Tables'!$A$354:$A$393,'Info Tables'!$D$354:$D$393)))","v":"N/A"},{"$f":"IF(OR($B$92=\"None\",$K$68=\"No\"),\"N/A\",D92*L92)","v":"N/A"},{"$f":"IF(OR($B$92=\"None\",$K$68=\"No\"),\"N/A\",$L$92*D92^3/12)","v":"N/A"},{"$f":"IF(OR($B$92=\"None\",$K$68=\"No\"),\"N/A\",SQRT(O92/N92))","v":"N/A"},{"$f":"IF(OR($B$92=\"None\",$K$68=\"No\"),\"N/A\",($B$26*M92/P92))","v":"N/A"},{"$f":"IF(OR(Q92=0,Q92=\"N/A\"),0,IF($B$37>Q92,$B$20*(1-(($B$20/(4*PI()^2*$B$22)))*Q92^2)/1000,((PI()^2*$B$22/Q92^2)/1000)))","v":0},{"$f":"IF(OR($B$92=\"None\",$K$68=\"No\"),\"N/A\",F92*L92)","v":"N/A"},{"$f":"IF(OR($B$92=\"None\",$K$68=\"No\"),\"N/A\",$L$92*F92^3/12)","v":"N/A"},{"$f":"IF(OR($B$92=\"None\",$K$68=\"No\"),\"N/A\",SQRT(T92/S92))","v":"N/A"},{"$f":"IF(OR($B$92=\"None\",$K$68=\"No\"),\"N/A\",($B$26*M92/U92))","v":"N/A"},{"$f":"IF(OR(V92=0,V92=\"N/A\"),0,IF($B$37>V92,$B$20*(1-(($B$20/(4*PI()^2*$B$22)))*V92^2)/1000,((PI()^2*$B$22/V92^2)/1000)))","v":0}]
["Diagonal (LT)",{"$f":"$B$69","v":2094},{"$f":"$C$69","v":"U9 L8"},{"$f":"IF(OR(B93=\"None\",K69=\"No\"),\"N/A\",$B$49*$I$50)","v":0.5625},{"$f":"IF(OR(B93=\"None\",K69=\"No\"),\"N/A\",$B$49*$I$51)","v":0.5625},{"$f":"IF(OR(B93=\"None\",K69=\"No\"),\"N/A\",$B$53*$I$54)","v":0.5625},{"$f":"IF(OR(B93=\"None\",K69=\"No\"),\"N/A\",$B$53*$I$55)","v":0.5625},{"$f":"IF(B93=\"None\",\"N/A\",(LOOKUP(B93,'Info Tables'!$A$119:$A$196,'Info Tables'!$F$119:$F$196)))","v":1.212},{"$f":"IF(B93=\"None\",\"N/A\",(LOOKUP($C$48,'Info Tables'!$A$204:$A$243,'Info Tables'!$E$204:$E$243)))","v":40},{"$f":"IF(B93=\"None\",\"N/A\",1*(LOOKUP($C$48,'Info Tables'!$A$204:$A$243,'Info Tables'!$M$204:$M$243)))","v":25.5},{"$f":"IF(J93>50,0.8,1)","v":1},{"$f":"IF(B93=\"None\",\"N/A\",(LOOKUP($C$48,'Info Tables'!$A$304:$A$343,'Info Tables'!$E$304:$E$343)))","v":39.674999999999997},{"$f":"IF(B93=\"None\",\"N/A\",(LOOKUP($C$48,'Info Tables'!$A$354:$A$393,'Info Tables'!$E$354:$E$393)))","v":3.149},{"$f":"IF(OR(B93=\"None\",K69=\"No\"),\"N/A\",D93*L93)","v":22.317187499999999},{"$f":"IF(OR(B93=\"None\",K69=\"No\"),\"N/A\",$L$93*D93^3/12)","v":0.58844146728515623},{"$f":"IF(OR(B93=\"None\",K69=\"No\"),\"N/A\",SQRT(O93/N93))","v":0.16237976320958225},{"$f":"IF(OR(B93=\"None\",K69=\"No\"),\"N/A\",($B$26*M93/P93))","v":23.271372770280081},{"$f":"IF(OR(Q93=0,Q93=\"N/A\"),0,IF($B$37>Q93,$B$20*(1-(($B$20/(4*PI()^2*$B$22)))*Q93^2)/1000,((PI()^2*$B$22/Q93^2)/1000)))","v":32.484873192995188},{"$f":"IF(OR(B93=\"None\",K69=\"No\"),\"N/A\",F93*L93)","v":22.317187499999999},{"$f":"IF(OR(B93=\"None\",K69=\"No\"),\"N/A\",$L$93*F93^3/12)","v":0.58844146728515623},{"$f":"IF(OR(B93=\"None\",K69=\"No\"),\"N/A\",SQRT(T93/S93))","v":0.16237976320958225},{"$f":"IF(OR(B93=\"None\",K69=\"No\"),\"N/A\",($B$26*M93/U93))","v":23.271372770280081},{"$f":"IF(OR(V93=0,V93=\"N/A\"),0,IF($B$37>V93,$B$20*(1-(($B$20/(4*PI()^2*$B$22)))*V93^2)/1000,((PI()^2*$B$22/V93^2)/1000)))","v":32.484873192995188}]
["Diagonal (RT)",{"$f":"$B$70","v":2092},{"$f":"$C$70","v":"U9 L10"},{"$f":"IF(OR(B94=\"None\",K70=\"No\"),\"N/A\",$B$49*$J$50)","v":0.5625},{"$f":"IF(OR(B94=\"None\",K70=\"No\"),\"N/A\",$B$49*$J$51)","v":0.5625},{"$f":"IF(OR(B94=\"None\",K70=\"No\"),\"N/A\",$B$53*$J$54)","v":0.5625},{"$f":"IF(OR(B94=\"None\",K70=\"No\"),\"N/A\",$B$53*$J$55)","v":0.5625},{"$f":"IF(B94=\"None\",\"N/A\",(LOOKUP(B94,'Info Tables'!$A$119:$A$196,'Info Tables'!$F$119:$F$196)))","v":1.95},{"$f":"IF(B94=\"None\",\"N/A\",(LOOKUP($C$48,'Info Tables'!$A$204:$A$243,'Info Tables'!$F$204:$F$243)))","v":128},{"$f":"IF(B94=\"None\",\"N/A\",1*(LOOKUP($C$48,'Info Tables'!$A$204:$A$243,'Info Tables'!$N$204:$N$243)))","v":26.75},{"$f":"IF(J94>50,0.8,1)","v":1},{"$f":"IF(B94=\"None\",\"N/A\",(LOOKUP($C$48,'Info Tables'!$A$304:$A$343,'Info Tables'!$F$304:$F$343)))","v":29.327000000000002},{"$f":"IF(B94=\"None\",\"N/A\",(LOOKUP($C$48,'Info Tables'!$A$354:$A$393,'Info Tables'!$F$354:$F$393)))","v":5.5049999999999999},{"$f":"IF(OR(B94=\"None\",K70=\"No\"),\"N/A\",D94*L94)","v":16.496437500000003},{"$f":"IF(OR(B94=\"None\",K70=\"No\"),\"N/A\",$L$94*D94^3/12)","v":0.43496466064453126},{"$f":"IF(OR(B94=\"None\",K70=\"No\"),\"N/A\",SQRT(O94/N94))","v":0.16237976320958222},{"$f":"IF(OR(B94=\"None\",K70=\"No\"),\"N/A\",($B$26*M94/P94))","v":40.682409368177794},{"$f":"IF(OR(Q94=0,Q94=\"N/A\"),0,IF($B$37>Q94,$B$20*(1-(($B$20/(4*PI()^2*$B$22)))*Q94^2)/1000,((PI()^2*$B$22/Q94^2)/1000)))","v":31.425714569072269},{"$f":"IF(OR(B94=\"None\",K70=\"No\"),\"N/A\",F94*L94)","v":16.496437500000003},{"$f":"IF(OR(B94=\"None\",K70=\"No\"),\"N/A\",$L$94*F94^3/12)","v":0.43496466064453126},{"$f":"IF(OR(B94=\"None\",K70=\"No\"),\"N/A\",SQRT(T94/S94))","v":0.16237976320958222},{"$f":"IF(OR(B94=\"None\",K70=\"No\"),\"N/A\",($B$26*M94/U94))","v":40.682409368177794},{"$f":"IF(OR(V94=0,V94=\"N/A\"),0,IF($B$37>V94,$B$20*(1-(($B$20/(4*PI()^2*$B$22)))*V94^2)/1000,((PI()^2*$B$22/V94^2)/1000)))","v":31.425714569072269}]
["Vertical",{"$f":"$B$71","v":2093},{"$f":"$C$71","v":"U9 L9"},{"$f":"IF(OR(B95=\"None\",K71=\"No\"),\"N/A\",$B$49*$K$50)","v":0.5625},{"$f":"IF(OR(B95=\"None\",K71=\"No\"),\"N/A\",$B$49*$K$51)","v":0.5625},{"$f":"IF(OR(B95=\"None\",K71=\"No\"),\"N/A\",$B$53*$K$54)","v":0.5625},{"$f":"IF(OR(B95=\"None\",K71=\"No\"),\"N/A\",$B$53*$K$55)","v":0.5625},{"$f":"IF(B95=\"None\",\"N/A\",(LOOKUP(B95,'Info Tables'!$A$119:$A$196,'Info Tables'!$F$119:$F$196)))","v":1.282},{"$f":"IF(B95=\"None\",\"N/A\",(LOOKUP($C$48,'Info Tables'!$A$204:$A$243,'Info Tables'!$G$204:$G$243)))","v":24},{"$f":"IF(B95=\"None\",\"N/A\",1*(LOOKUP($C$48,'Info Tables'!$A$204:$A$243,'Info Tables'!$O$204:$O$243)))","v":16.5},{"$f":"IF(J95>50,0.8,1)","v":1},{"$f":"IF(B95=\"None\",\"N/A\",(LOOKUP($C$48,'Info Tables'!$A$304:$A$343,'Info Tables'!$G$304:$G$343)))","v":22.321000000000002},{"$f":"IF(B95=\"None\",\"N/A\",(LOOKUP($C$48,'Info Tables'!$A$354:$A$393,'Info Tables'!$G$354:$G$393)))","v":3.8029999999999999},{"$f":"IF(OR(B95=\"None\",K71=\"No\"),\"N/A\",D95*L95)","v":12.555562500000001},{"$f":"IF(OR(B95=\"None\",K71=\"No\"),\"N/A\",$L$95*D95^3/12)","v":0.33105487060546879},{"$f":"IF(OR(B95=\"None\",K71=\"No\"),\"N/A\",SQRT(O95/N95))","v":0.16237976320958225},{"$f":"IF(OR(B95=\"None\",K71=\"No\"),\"N/A\",($B$26*M95/P95))","v":28.10448734372028},{"$f":"IF(OR(Q95=0,Q95=\"N/A\"),0,IF($B$37>Q95,$B$20*(1-(($B$20/(4*PI()^2*$B$22)))*Q95^2)/1000,((PI()^2*$B$22/Q95^2)/1000)))","v":32.248686001777251},{"$f":"IF(OR(B95=\"None\",K71=\"No\"),\"N/A\",F95*L95)","v":12.555562500000001},{"$f":"IF(OR(B95=\"None\",K71=\"No\"),\"N/A\",$L$95*F95^3/12)","v":0.33105487060546879},{"$f":"IF(OR(B95=\"None\",K71=\"No\"),\"N/A\",SQRT(T95/S95))","v":0.16237976320958225},{"$f":"IF(OR(B95=\"None\",K71=\"No\"),\"N/A\",($B$26*M95/U95))","v":28.10448734372028},{"$f":"IF(OR(V95=0,V95=\"N/A\"),0,IF($B$37>V95,$B$20*(1-(($B$20/(4*PI()^2*$B$22)))*V95^2)/1000,((PI()^2*$B$22/V95^2)/1000)))","v":32.248686001777251}]
[null,null,null,null,null,null,null,null,"* 0.8 if Connection Length > 50\""]
[]
[]
[]
[]
[]
["Check Stresses:"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Max D/C Ratio"]
["1: Gusset Plate Minimum Edge Stiffness",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"N/A",{"$f":"IF(SUM(AC115:AC116)=0,\"OK\",\"NG\")","v":"OK"},{"$f":"A105","v":"1: Gusset Plate Minimum Edge Stiffness"}]
[]
["Fy =",{"$f":"B20","v":33000},"psi"]
["Inner Plate Thick. =",{"$f":"LOOKUP($C$48,'Info Tables'!A19:A58,'Info Tables'!N19:N58)","v":0.5625},"inch"]
["Outer Plate Thick. =",{"$f":"LOOKUP($C$48,'Info Tables'!A19:A58,'Info Tables'!O19:O58)","v":0.5625},"inch"]
[]
["Max. Unstiffened Edge (L/t) Ratio = (11,000/(Fy)½) =",{"$f":"11000/SQRT(B107)","v":60.553007081949836},"* t (inch)  -- AASHTO 10.16.11"]
["Minimum Plate Thickness",{"$f":"5/16","v":0.3125},"inch  --  AASHTO 10.8.3"]
[]
["Location","Joint ID","Gusset Plate Actual Thickness (in)","Maximum Unstiffened Actual Edge Length     (in)","Maximum Unstiffened Edge Length Not To Be Exceeded  (in)","Meets Requirement"]
["Inner Gusset Plate",{"$f":"$C$48","v":209},{"$f":"B108","v":0.5625},{"$f":"LOOKUP($C$48,'Info Tables'!$A$19:$A$58,'Info Tables'!$J$19:$J$58)","v":31.297000000000001},{"$f":"$B$111*C115","v":34.061066483596782},{"$f":"IF(D115=\"N/A\",\"N/A\",IF(AND(D115<=$B$111*$B$108,B112<=B108),\"OK\",\"NG\"))","v":"OK"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(AD115=\"NG\",AE115=\"NG\",AF115=\"NG\",AG115=\"NG\",AH115=\"NG\"),1,0)","v":0},{"$f":"F115","v":"OK"},{"$f":"G115","v":0}]
["Outer Gusset Plate",{"$f":"$C$48","v":209},{"$f":"B109","v":0.5625},{"$f":"LOOKUP($C$48,'Info Tables'!$A$19:$A$58,'Info Tables'!$K$19:$K$58)","v":31.297000000000001},{"$f":"$B$111*C116","v":34.061066483596782},{"$f":"IF(D116=\"N/A\",\"N/A\",IF(AND(D116<=$B$111*$B$109,B112<=B109),\"OK\",\"NG\"))","v":"OK"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(AD116=\"NG\",AE116=\"NG\",AF116=\"NG\",AG116=\"NG\",AH116=\"NG\"),1,0)","v":0},{"$f":"F116","v":"OK"},{"$f":"G116","v":0}]
[]
[]
[]
[]
[]
["2: Gusset Plate Local Compression Buckling Under Whitmore Effective Width",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MIN(AB135:AB139)","v":0},{"$f":"MIN(AF126:AG130)","v":0},{"$f":"IF(SUM(AC126:AC130)=0,\"OK\",\"NG\")","v":"OK"},{"$f":"A122","v":"2: Gusset Plate Local Compression Buckling Under Whitmore Effective Width"}]
[]
[{"$f":"$A$30","v":"Compression Load Factor Ø:"},{"$f":"$B$30","v":0.85},null,null,null,null,null,null,null,null,null,null,null,null,null,"C/D= Capacity/Demand"]
["\\","ID","Member","Member Type","Was Member Spliced at Joint Center?","Was Member Butt End Milled?","Total Max. Factored Compressive Load For Both Plates (kips)","Inner Gusset Plates Area (sq in)","Actual Outer Gusset Plates Area (sq in)","Actual Inner Gusset Plates Stress (ksi)","Outer Gusset Plates Stress (ksi)","Factored Gusset Plate Axial Stress Fa (ksi)","Factored Gusset Plate Axial Stress Fa (ksi)","Inner Gusset Plate Meets Requirement","Inner Gusset Plate Meets Requirement","Inner Gusset Plate C/D Ratio","Inner Gusset Plate C/D Ratio"]
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[{"$f":"$A$92","v":"U/L Chord  (RT)"},{"$f":"$B$92","v":"None"},{"$f":"$C$92","v":"N/A"},{"$f":"$J$68","v":"N/A"},{"$f":"$K$68","v":"N/A"},{"$f":"$L$68","v":"N/A"},{"$f":"IF(C127=\"N/A\",\"N/A\",IF(OR(E127=\"No\",F127=\"Yes\"),\"N/A\",G68))","v":"N/A"},{"$f":"IF($G$127=\"N/A\",\"N/A\",D92*L92)","v":"N/A"},{"$f":"IF($G$127=\"N/A\",\"N/A\",F92*L92)","v":"N/A"},{"$f":"IF($G$127=\"N/A\",\"N/A\",ABS(G127/(2*H127)))","v":"N/A"},{"$f":"IF($G$127=\"N/A\",\"N/A\",ABS(G127/(2*I127)))","v":"N/A"},{"$f":"IF($G$127=\"N/A\",\"N/A\",R92*$B$124)","v":"N/A"},{"$f":"IF($G$127=\"N/A\",\"N/A\",W92*$B$124)","v":"N/A"},{"$f":"IF(OR(G127=\"N/A\",J127=0),\"N/A\",IF(J127<=L127,\"OK\",\"NG\"))","v":"N/A"},{"$f":"IF(OR(G127=\"N/A\",K127=0),\"N/A\",IF(K127<=M127,\"OK\",\"NG\"))","v":"N/A"},{"$f":"IF(OR(G127=\"N/A\",J127=0),\"N/A\",ABS(L127/J127))","v":"N/A"},{"$f":"IF(OR(G127=\"N/A\",K127=0),\"N/A\",ABS(M127/K127))","v":"N/A"},null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(AD127=\"NG\",AE127=\"NG\",AF127=\"NG\",AG127=\"NG\",AH127=\"NG\"),1,0)","v":0},"N/A","N/A","N/A","N/A"]
[{"$f":"$A$93","v":"Diagonal (LT)"},{"$f":"$B$93","v":2094},{"$f":"$C$93","v":"U9 L8"},{"$f":"$J$69","v":"Tension"},{"$f":"$K$69","v":"Yes"},{"$f":"$L$69","v":"No"},{"$f":"IF(C128=\"N/A\",\"N/A\",IF(OR(E128=\"No\",F128=\"Yes\"),\"N/A\",G69))","v":"N/A"},{"$f":"IF($G$128=\"N/A\",\"N/A\",D93*L93)","v":"N/A"},{"$f":"IF($G$128=\"N/A\",\"N/A\",F93*L93)","v":"N/A"},{"$f":"IF($G$128=\"N/A\",\"N/A\",ABS(G128/(2*H128)))","v":"N/A"},{"$f":"IF($G$128=\"N/A\",\"N/A\",ABS(G128/(2*I128)))","v":"N/A"},{"$f":"IF($G$128=\"N/A\",\"N/A\",R93*$B$124)","v":"N/A"},{"$f":"IF($G$128=\"N/A\",\"N/A\",W93*$B$124)","v":"N/A"},{"$f":"IF(OR(G128=\"N/A\",J128=0),\"N/A\",IF(J128<=L128,\"OK\",\"NG\"))","v":"N/A"},{"$f":"IF(OR(G128=\"N/A\",K128=0),\"N/A\",IF(K128<=M128,\"OK\",\"NG\"))","v":"N/A"},{"$f":"IF(OR(G128=\"N/A\",J128=0),\"N/A\",ABS(L128/J128))","v":"N/A"},{"$f":"IF(OR(G128=\"N/A\",K128=0),\"N/A\",ABS(M128/K128))","v":"N/A"},null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(AD128=\"NG\",AE128=\"NG\",AF128=\"NG\",AG128=\"NG\",AH128=\"NG\"),1,0)","v":0},"N/A","N/A","N/A","N/A"]
[{"$f":"$A$94","v":"Diagonal (RT)"},{"$f":"$B$94","v":2092},{"$f":"$C$94","v":"U9 L10"},{"$f":"$J$70","v":"Compression"},{"$f":"$K$70","v":"Yes"},{"$f":"$L$70","v":"Yes"},{"$f":"IF(C129=\"N/A\",\"N/A\",IF(OR(E129=\"No\",F129=\"Yes\"),\"N/A\",G70))","v":"N/A"},{"$f":"IF($G$129=\"N/A\",\"N/A\",D94*L94)","v":"N/A"},{"$f":"IF($G$129=\"N/A\",\"N/A\",F94*L94)","v":"N/A"},{"$f":"IF($G$129=\"N/A\",\"N/A\",ABS(G129/(2*H129)))","v":"N/A"},{"$f":"IF($G$129=\"N/A\",\"N/A\",ABS(G129/(2*I129)))","v":"N/A"},{"$f":"IF($G$129=\"N/A\",\"N/A\",R94*$B$124)","v":"N/A"},{"$f":"IF($G$129=\"N/A\",\"N/A\",W94*$B$124)","v":"N/A"},{"$f":"IF(OR(G129=\"N/A\",J129=0),\"N/A\",IF(J129<=L129,\"OK\",\"NG\"))","v":"N/A"},{"$f":"IF(OR(G129=\"N/A\",K129=0),\"N/A\",IF(K129<=M129,\"OK\",\"NG\"))","v":"N/A"},{"$f":"IF(OR(G129=\"N/A\",J129=0),\"N/A\",ABS(L129/J129))","v":"N/A"},{"$f":"IF(OR(G129=\"N/A\",K129=0),\"N/A\",ABS(M129/K129))","v":"N/A"},null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(AD129=\"NG\",AE129=\"NG\",AF129=\"NG\",AG129=\"NG\",AH129=\"NG\"),1,0)","v":0},"N/A","N/A","N/A","N/A"]
[{"$f":"$A$95","v":"Vertical"},{"$f":"$B$95","v":2093},{"$f":"$C$95","v":"U9 L9"},{"$f":"$J$71","v":"Tension"},{"$f":"$K$71","v":"Yes"},{"$f":"$L$71","v":"No"},{"$f":"IF(C130=\"N/A\",\"N/A\",IF(OR(E130=\"No\",F130=\"Yes\"),\"N/A\",G71))","v":"N/A"},{"$f":"IF($G$130=\"N/A\",\"N/A\",D95*L95)","v":"N/A"},{"$f":"IF($G$130=\"N/A\",\"N/A\",F95*L95)","v":"N/A"},{"$f":"IF($G$130=\"N/A\",\"N/A\",ABS(G130/(2*H130)))","v":"N/A"},{"$f":"IF($G$130=\"N/A\",\"N/A\",ABS(G130/(2*I130)))","v":"N/A"},{"$f":"IF($G$130=\"N/A\",\"N/A\",R95*$B$124)","v":"N/A"},{"$f":"IF($G$130=\"N/A\",\"N/A\",W95*$B$124)","v":"N/A"},{"$f":"IF(OR(G130=\"N/A\",J130=0),\"N/A\",IF(J130<=L130,\"OK\",\"NG\"))","v":"N/A"},{"$f":"IF(OR(G130=\"N/A\",K130=0),\"N/A\",IF(K130<=M130,\"OK\",\"NG\"))","v":"N/A"},{"$f":"IF(OR(G130=\"N/A\",J130=0),\"N/A\",ABS(L130/J130))","v":"N/A"},{"$f":"IF(OR(G130=\"N/A\",K130=0),\"N/A\",ABS(M130/K130))","v":"N/A"},null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(AD130=\"NG\",AE130=\"NG\",AF130=\"NG\",AG130=\"NG\",AH130=\"NG\"),1,0)","v":0},"N/A","N/A","N/A","N/A"]
[null,null,null,null,null,null,null,null,null,null,null,"Note:  Buckling is ignored if butt-end surfaces are milled in chord members"]
[]
["Rating Factor For Local Compression Buckling Under Whitmore Effective Width"]
["Location","ID","Member","Member Type","Total Factored Joint Capacity (kips)","Total Joint Factored Dead Load (kips)","Total Joint Factored Live Load + I (kips)","Rating Factor                       (C - f1*DL) / (f2*LL+I)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"2. RF"]
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[{"$f":"$A$92","v":"U/L Chord  (RT)"},{"$f":"$B$92","v":"None"},{"$f":"$C$92","v":"N/A"},{"$f":"$J$68","v":"N/A"},{"$f":"IF(G127=\"N/A\",\"N/A\",(H127*L127)+(I127*M127))","v":"N/A"},{"$f":"IF(OR(E136=\"N/A\",D136=\"N/A\"),\"N/A\",ABS(D68))","v":"N/A"},{"$f":"IF(OR(E136=\"N/A\",D136=\"N/A\"),\"N/A\",ABS(E68))","v":"N/A"},{"$f":"IF(OR(E136=\"N/A\",D136=\"N/A\"),\"N/A\",(E136-F136)/G136)","v":"N/A"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"H136","v":"N/A"}]
[{"$f":"$A$93","v":"Diagonal (LT)"},{"$f":"$B$93","v":2094},{"$f":"$C$93","v":"U9 L8"},{"$f":"$J$69","v":"Tension"},{"$f":"IF(G128=\"N/A\",\"N/A\",(H128*L128)+(I128*M128))","v":"N/A"},{"$f":"IF(OR(E137=\"N/A\",D137=\"N/A\"),\"N/A\",ABS(D69))","v":"N/A"},{"$f":"IF(OR(E137=\"N/A\",D137=\"N/A\"),\"N/A\",ABS(E69))","v":"N/A"},{"$f":"IF(OR(E137=\"N/A\",D137=\"N/A\"),\"N/A\",(E137-F137)/G137)","v":"N/A"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"H137","v":"N/A"}]
[{"$f":"$A$94","v":"Diagonal (RT)"},{"$f":"$B$94","v":2092},{"$f":"$C$94","v":"U9 L10"},{"$f":"$J$70","v":"Compression"},{"$f":"IF(G129=\"N/A\",\"N/A\",(H129*L129)+(I129*M129))","v":"N/A"},{"$f":"IF(OR(E138=\"N/A\",D138=\"N/A\"),\"N/A\",ABS(D70))","v":"N/A"},{"$f":"IF(OR(E138=\"N/A\",D138=\"N/A\"),\"N/A\",ABS(E70))","v":"N/A"},{"$f":"IF(OR(E138=\"N/A\",D138=\"N/A\"),\"N/A\",(E138-F138)/G138)","v":"N/A"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"H138","v":"N/A"}]
[{"$f":"$A$95","v":"Vertical"},{"$f":"$B$95","v":2093},{"$f":"$C$95","v":"U9 L9"},{"$f":"$J$71","v":"Tension"},{"$f":"IF(G130=\"N/A\",\"N/A\",(H130*L130)+(I130*M130))","v":"N/A"},{"$f":"IF(OR(E139=\"N/A\",D139=\"N/A\"),\"N/A\",ABS(D71))","v":"N/A"},{"$f":"IF(OR(E139=\"N/A\",D139=\"N/A\"),\"N/A\",ABS(E71))","v":"N/A"},{"$f":"IF(OR(E139=\"N/A\",D139=\"N/A\"),\"N/A\",(E139-F139)/G139)","v":"N/A"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"H139","v":"N/A"}]
[]
[]
[]
[]
[]
["3: Minimum Rivet Count Requirement",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MIN(AB165:AB169)","v":2.2414060195539993},{"$f":"MIN(AH156:AK160)","v":1.3793103448275863},{"$f":"IF(SUM(AC156:AC160)=0,\"OK\",\"NG\")","v":"OK"},{"$f":"A145","v":"3: Minimum Rivet Count Requirement"}]
[]
["Rivet Diameter =",{"$f":"$B$23","v":0.875},"inch"]
["Rivet Area =",{"$f":"PI()*($B$23/2)^2","v":0.6013204688511713},"sq inch"]
[]
["Maximum Plate Bearing Stress (ksi)","Maximum Rivet Shear stress (ksi)"]
[{"$f":"$F$42","v":29.7},{"$f":"$G$42","v":21}]
[]
[]
["Axial Loading Acting to Shear Rivets"]
["Location","ID","Member","Member Type","Was Member Spliced at Joint Center?","Was Member Butt End Milled?","Max. Axial Factored Load* For Both Plates (kips)","Total No. of Rivets At Member End  for Both Plates (Provided)","Inner Gusset Plates Actual Thickness (in)","Outer Gusset Plates Actual Thickness (in)","Actual Base Metal Thickness Total at Member End (in)","Total No. of Rivets At Member End (Needed for Bearing on Gussets)","Total No. of Rivets At Member End (Needed for Bearing on Base Metal)","Total No. of Rivets At Member End (Needed for Shear in Rivets)","Bearing on Gusset Plates Meets Requirement","Bearing on Base Metal Meets Requirement","Shear in Rivets Meets Requirement","Bearing on Gusset Plates C/D Ratio","Bearing on Base Metal C/D Ratio","Shear in Rivets C/D Ratio"]
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[null,null,null,null,null,null,"* Use 50% of the max compression load if butt ends were milled  in chord members- AASHTO 10.18.3"]
[]
["Rating Factor For Axial Loading Acting on Rivets",null,"Rating Factor For Axial Loading Acting on Rivets"]
["Location","ID","Member","Member Type","Total Joint Factored Capacity for Bearing on Gusset Plates (kips)","Total Joint Factored Capacity for Bearing on Base Metal (kips)","Total Joint Factored Capacity for  Shear in Rivets (kips)","Total Joint Factored Dead Load* (kips)","Total Joint Factored Live Load + I* (kips)","Rating Factor                       (C - f1*DL) / (f2*LL+I)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"3. RF"]
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[{"$f":"$A$95","v":"Vertical"},{"$f":"$B$95","v":2093},{"$f":"$C$95","v":"U9 L9"},{"$f":"$J$71","v":"Tension"},{"$f":"IF(E160=\"No\",\"N/A\",IF(D169=\"N/A\",\"N/A\",H160*(I160+J160)*($B$147)*$A$151))","v":701.66250000000002},{"$f":"IF(E160=\"No\",\"N/A\",IF(D169=\"N/A\",\"N/A\",H160*(K160)*($B$147)*$A$151))","v":799.58339999999998},{"$f":"IF(E160=\"No\",\"N/A\",IF(D169=\"N/A\",\"N/A\",K95*(H160*$B$148*$B$151)))","v":303.06551630099034},{"$f":"IF(E160=\"No\",\"N/A\",IF(D169=\"N/A\",\"N/A\",ABS(D71)))","v":90.610000000000014},{"$f":"IF(E160=\"No\",\"N/A\",IF(D169=\"N/A\",\"N/A\",IF(D71<=0,ABS(E71),ABS(F71))))","v":79.599000000000004},{"$f":"IF(G169=\"N/A\",\"N/A\",((MIN(E169:G169)-H169)/I169))","v":2.669072680573755},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"J169","v":2.669072680573755}]
[null,null,null,null,null,"* Use 50% of the max compression load if butt ends were milled  in chord members- AASHTO 10.18.3"]
[]
[]
[]
[]
[]
["4: Gusset Plate Local Tension Yield and Fracture",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MIN(AB193:AB197)","v":9.2721909194839132},{"$f":"MIN(AE184:AE188)","v":4.1112755989248244},{"$f":"IF(SUM(AC184:AC188)=0,\"OK\",\"NG\")","v":"OK"},{"$f":"A176","v":"4: Gusset Plate Local Tension Yield and Fracture"}]
[]
["Fy =",{"$f":"B20/1000","v":33},"ksi (Yield/Fracture)"]
["Beta (β) =",{"$f":"$D$23","v":0.15}]
[]
[]
[]
["Location","ID","Member","Member Type","Was Member Spliced at Joint Center?","Was Member Butt End Milled?","Max. Axial Factored Load total for Both Plates(kips)","Inner Gusset Plate Gross Area (g)","Outer Gusset Plate Gross Area for One Plate Only (g)","Inner Gusset Plate Net Area for One Plate Only (n)","Outer Gusset Plate Net Area for One Plate Only (n)","Ae - Effective Area for inner Plate (An + β*Ag)  (sq in)","Ae - Effective Area for Outer Plate (An + β*Ag)  (sq in)","Inner/Outer Gusset Plate Max Yield Stress Based on Effective Area (ksi)","Meets  Tension Stresses Yield & Fracture Requirement"," Tension Stresses Yield & Fracture C/D Ratio"]
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[]
[]
["Rating Factor For Local Tension and Fracture"]
["Location","ID","Member","Member Type","Inner Gusset Plates Actual Thickness For Whitmore (in)","Outer Gusset Plates Actual Thickness For Whitmore (in)","Whitmore Effective Gross Width \"b\" For One Plate (in)","Whitmore Effective Net Width \"b\" For One Plate (in)","Ag - Gross Area for Both Plates (sq in)","An - Net Area for Both Plates (sq in)","Ae - Effective Area for Both Plates (An + β*Ag)  (sq in)","Total Joint Factored Capacity (kips)","Total Joint Factored Dead Load (kips)","Total Joint Factored Live Load + I (kips)","Rating Factor                       (C - f1*DL) / (f2*LL+I)",null,null,null,null,null,null,null,null,null,null,null,null,"4. RF"]
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[]
[]
[]
[]
[]
["5: Gusset Plate Axial Tension & Shear Rupture Resistance (Block Shear)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MIN(AB231:AB235)","v":8.611937649970475},{"$f":"MIN(AE213:AE217,AE222:AE226)","v":3.6460422673592592},{"$f":"IF(SUM(AC213:AC217,AC222:AC226)=0,\"OK\",\"NG\")","v":"OK"},{"$f":"A203","v":"5: Gusset Plate Axial Tension & Shear Rupture Resistance (Block Shear)"}]
["For Tensile Members Only"]
[]
[{"$f":"$A$20","v":"Gusset Plate Steel Fy"},{"$f":"$B$20/1000","v":33},"ksi"]
[{"$f":"$A$21","v":"Gusset Plate Steel Fu"},{"$f":"$B$21/1000","v":60},"ksi"]
[{"$f":"$A$32","v":"Block Shear Load Factor Ø:"},{"$f":"$B$32","v":0.85}]
[]
[]
["Inner Plate",null,null,null,null,null,null,"Shear Stress*",null,"Tensile Stress"]
["Location","ID","Member","Member Type","Was Member Spliced at Joint Center?","Was Member Butt End Milled?","Max. Joint Factored Axial Load For Both Plates (kips)","Ag - Inner Gusset Plate Gross Area (sq in)","An - Inner Gusset Plate Net Area* (sq in)","Ag - Inner Gusset Plate Gross Area (sq in)","An - Inner Gusset Plate Net Area (sq in)","Maximum Load Capacity For Block Shear 1                        Ø(FyAvg + FuAtn) (kips)","Maximum Load Capacity For Block Shear 2                                Ø( FuAvn + FyAtg) (kips)","Meets Block Shear Rupture Resistance Requirement","Block Shear Rupture Resistance C/D Ratio"]
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[null,null,null,null,null,null,null,null,"* Use 1/2 the shear length in chords due to fractured section"]
[]
["Outer Plate",null,null,null,null,null,null,"Shear Stress*",null,"Tensile Stress"]
["Location","ID","Member","Member Type","Was Member Spliced at Joint Center?","Was Member Butt End Milled?","Max. Joint Axial Load For Both Plates (kips)","Ag - Outer Gusset Plate Gross Area (sq in)","An - Outer Gusset Plate Net Area* (sq in)","Outer Gusset Plate Gross Area (sq in)","Outer Gusset Plate Net Area (sq in)","Maximum Load Capacity For Block Shear 1                        Ø(FyAvg + FuAtn) (kips)","Maximum Load Capacity For Block Shear 2                                Ø( FuAvn + FyAtg) (kips)","Meets Block Shear Rupture Resistance Requirement","Block Shear Rupture Resistance C/D Ratio"]
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[null,null,null,null,null,null,null,null,"* Use 1/2 the shear length in chords due to fractured section"]
[]
["Rating Factor For Axial Tension & Shear Rupture Resistance (Block Shear)"]
["Location","ID","Member","Member Type","Block shear Capacity 1                       (FyAvg + FuAtn)             For Both Plates (kips)","Block Shear Capacity 2                             (FuAvn + FyAtg)                 For Both Plates                  (kips)","Total Joint Block Shear Capacity For Both Plates (kips)","Total Joint DL  For Both Plates (kips)","Total Joint LL + I                                       For Both Plates (kips)","Rating Factor                       (C - f1*DL) / (f2*LL+I)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"6. RF"]
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[]
[]
[]
[]
["6: Members Tear Out (Block Shear)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MIN(AB254:AB258)","v":9.8683186148942816},{"$f":"MIN(AE245:AE249)","v":3.9280028693683757},{"$f":"IF(SUM(AC245:AC249)=0,\"OK\",\"NG\")","v":"OK"},{"$f":"A240","v":"6: Members Tear Out (Block Shear)"}]
[]
[]
["Base Metal Tear out",null,null,null,null,null,null,null,"Shear Stress",null,"Tensile Stress"]
["Location","ID","Member","Member Type","Was Member Spliced at Joint Center?","Was Member Butt End Milled?","Max. Factored Axial Load For Both Plates (kips)","Total Base Metal Thickness For Both Sides (inch)","Ag - Inner Gusset Plate Gross Area For Both Sides (sq in)","An - Inner Gusset Plate Net Area For Both Sides (sq in)","Outer Gusset Plate Gross Area For Both Sides                                (sq in)","Outer Gusset Plate Net Area For Both Sides               (sq in)","Maximum Load Capacity For Block Shear 1                        Ø(FyAvg + FuAtn) (kips)","Maximum Load Capacity For Block Shear 2                                Ø( FuAvn + FyAtg) (kips)","Meets Block Shear Rupture Resistance Requirement","Block Shear Rupture Resistance C/D Ratio"]
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["Note:  Base metal thicknesses are conservative, and the corner angels may add more the capacity."]
[]
["Rating Factor For Tear Out (Block Shear)"]
["Location","ID","Member","Member Type","Block Shear Capacity 1                       (FyAvg + FuAtn)             For Both Plates (kips)","Block shear Capacity 2                              (FuAvn + FyAtg)                 For Both Plates                  (kips)","Total Factored  Joint Capacity For Both Plates (kips)","Total Joint DL  For Both Plates (kips)","Total Joint LL + I                                       For Both Plates (kips)","Rating Factor                       (C - f1*DL) / (f2*LL+I)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"7. RF"]
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[]
[]
[]
[]
["7: Gusset Plate Combined Planes Shear Rupture Resistance",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MIN(AB309:AB312,AB335:AB338)","v":7.7434015855282521},{"$f":"MIN(MIN(AF293:AG296),MIN(AF319:AG322))","v":3.5413707451964145},{"$f":"IF(SUM(AB293:AB296,AB319:AB322)=0,\"N/A\",IF(SUM(AC293:AC296,AC319:AC322)=0,\"OK\",IF(AND(AC297=\"N/A\",AC323=\"N/A\"),\"N/A\",\"NG\")))","v":"OK"},{"$f":"A263","v":"7: Gusset Plate Combined Planes Shear Rupture Resistance"}]
["For Tensile Members Only"]
[]
[{"$f":"$A$20","v":"Gusset Plate Steel Fy"},{"$f":"$B$20/1000","v":33},"ksi"]
[{"$f":"$A$21","v":"Gusset Plate Steel Fu"},{"$f":"$B$21/1000","v":60},"ksi"]
[{"$f":"$A$32","v":"Block Shear Load Factor Ø:"},{"$f":"$B$32","v":0.85}]
[]
[]
[]
["Location","ID","Member","Member Type","Total Horizontal Component Max. Tensile Factored Load DL (kips)","Total Vertical Component Max. Tensile Factored Load DL (kips)","Total Horizontal Component Max. Tensile Load LL+I (kips)","Total Vertical Component Max. Tensile Factored Load LL+I (kips)","Total Horizontal Component Max. Tensile Factored Load DL+LL+I (kips)","Total Vertical Component Max. Tensile Factored Load DL+LL+I (kips)"]
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[{"$f":"$A$95","v":"Vertical"},{"$f":"$B$95","v":2093},{"$f":"$C$95","v":"U9 L9"},{"$f":"$J$71","v":"Tension"},{"$f":"IF(OR(C275=\"N/A\",F83<=0),0,F83)","v":23.344647247706188},{"$f":"IF(OR(C275=\"N/A\",G83<=0),0,G83)","v":87.551125320467278},{"$f":"IF(C275=\"N/A\",0,J83)","v":20.507786958063843},{"$f":"IF(C275=\"N/A\",0,K83)","v":76.911842229156548},{"$f":"IF(C275=\"N/A\",\"0\",N83)","v":43.852434205770024},{"$f":"IF(C275=\"N/A\",\"0\",O83)","v":164.46296754962381}]
[]
[]
[]
["Gusset Plate Quadrant","Gross Width for One Gusset Only                       (inch)","Net Width for One Gusset Only                 (inch)","Inner & Outer Total Actual Thickness  For Whitmore Width (inch)","Gross Area For Both plates            (sq. in.)","Net Area For Both Plates                 (sq. in.)","Side"]
["Diagonal (LT) Horizontal Direction",{"$f":"(LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!C742:C781))","v":26.145},{"$f":"(LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!C792:C831))","v":17.145},{"$f":"MIN($D$91,$D$93,$D$95)+MIN($F$91,$F$93,$F$95)","v":1.125},{"$f":"IF(B280=\"None\",0,B280*D280)","v":29.413125000000001},{"$f":"IF(C280=\"None\",0,C280*D280)","v":19.288125000000001},"Left"]
["Diagonal (LT) Vertical Direction",{"$f":"(LOOKUP($C$48,'Info Tables'!A842:A881,'Info Tables'!C842:C881))","v":30.039000000000001},{"$f":"(LOOKUP($C$48,'Info Tables'!A892:A931,'Info Tables'!C892:C931))","v":23.039000000000001},{"$f":"MIN($D$91,$D$93,$D$95)+MIN($F$91,$F$93,$F$95)","v":1.125},{"$f":"IF(B281=\"None\",0,B281*D281)","v":33.793875},{"$f":"IF(C281=\"None\",0,C281*D281)","v":25.918875}]
["Diag. & Vert. (LT) Horizontal Dir",{"$f":"IF(AND(LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!C742:C781)=\"None\",LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!E742:E781)=\"None\"),\"None\",IF(AND(LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!C742:C781)=\"None\",LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!E742:E781)<>\"None\"),LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!E742:E781),IF(AND(LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!C742:C781)<>\"None\",LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!E742:E781)=\"None\"),LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!C742:C781),LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!C742:C781)+LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!E742:E781))))","v":31.145},{"$f":"IF(AND(LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!C792:C831)=\"None\",LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!E792:E831)=\"None\"),\"None\",IF(AND(LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!C792:C831)=\"None\",LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!E792:E831)<>\"None\"),LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!E792:E831),IF(AND(LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!C792:C831)<>\"None\",LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!E792:E831)=\"None\"),LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!C792:C831),LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!C792:C831)+LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!E792:E831))))","v":20.145},{"$f":"MIN($D$91,$D$93,$D$95)+MIN($F$91,$F$93,$F$95)","v":1.125},{"$f":"IF(B282=\"None\",0,B282*D282)","v":35.038125000000001},22.663125000000001]
["Diag. & Vert. (LT) Vertical Dir",{"$f":"IF(B281=\"None\",0,B281)","v":30.039000000000001},{"$f":"IF(C281=\"None\",0,C281)","v":23.039000000000001},{"$f":"MIN($D$91,$D$93,$D$95)+MIN($F$91,$F$93,$F$95)","v":1.125},33.793875,25.918875]
["Diagonal (RT) Horizontal Direction",{"$f":"(LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!D742:D781))","v":0},{"$f":"(LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!D792:D831))","v":0},{"$f":"MIN($D$92,D94,D95)+MIN($F$92,F94,F95)","v":1.125},0,0,"Right"]
["Diagonal (RT) Vertical Direction",{"$f":"(LOOKUP($C$48,'Info Tables'!A842:A881,'Info Tables'!D842:D881))","v":0},{"$f":"(LOOKUP($C$48,'Info Tables'!A892:A931,'Info Tables'!D892:D931))","v":0},{"$f":"MIN($D$92,D94,D95)+MIN($F$92,F94,F95)","v":1.125},0,0]
["Diag. & Vert. (RT) Horizontal Dir",{"$f":"IF(AND(LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!D742:D781)=\"None\",LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!E742:E781)=\"None\"),\"None\",IF(AND(LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!D742:D781)=\"None\",LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!E742:E781)<>\"None\"),LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!E742:E781),IF(AND(LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!E742:E781)=\"None\",LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!D742:D781)<>\"None\"),LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!D742:D781),LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!D742:D781)+LOOKUP($C$48,'Info Tables'!A742:A781,'Info Tables'!E742:E781))))","v":5},{"$f":"IF(AND(LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!D792:D831)=\"None\",LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!E792:E831)=\"None\"),\"None\",IF(AND(LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!D792:D831)=\"None\",LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!E792:E831)<>\"None\"),LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!E792:E831),IF(AND(LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!D792:D831)<>\"None\",LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!E792:E831)=\"None\"),LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!D792:D831),LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!D792:D831)+LOOKUP($C$48,'Info Tables'!A792:A831,'Info Tables'!E792:E831))))","v":3},{"$f":"MIN($D$92,D94,D95)+MIN($F$92,F94,F95)","v":1.125},5.625,3.375]
["Diag. & Vert. (RT) Vertical Dir",{"$f":"IF(B285=\"None\",0,B285)","v":0},{"$f":"IF(C285=\"None\",0,C285)","v":0},{"$f":"MIN($D$92,D94,D95)+MIN($F$92,F94,F95)","v":1.125},0,0]
[]
[]
[]
["A. Consider Shear Yield & Tension Fracture",null,"Assuming diagonals act alone or are combined with vertical members causing shear and tensile stresses. The loads act upon one quadrant of the gusset."]
["Combined Members","Combined Horizontal Component Total Max. Tensile Factored Load DL+LL+I (kips)","Combined Vertical Component Total Max. Tensile Factored Load DL+LL+I (kips)","Maximum Horizontal Capacity Based on Shear Yield (kips)","Maximum Horizontal CapacityBased on Tension Fracture (kips)","Total Facotred Horizontal Capacity (kips)","Total Factored Vertical Capacity Based on Shear Yield (kips)","Total Factored Vertical Capacity Based on Tension Fracture (kips)","Total Factored Vertical Capacity (kips)","Meets Horizontal Load Component Requirement","Meets Vertical Load Component Requirement","Gusset Plate Combined Planes Horizontal Shear Yield &Tension Fracture C/D Ratio","Gusset Plate Combined Planes Vertical Shear Yield &Tension Fracture C/D Ratio"]
["Diagonal (LT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR(D273=\"Tension\",D273=\"Reversal\"),I273, \"N/A\"))","v":161.70196025331418},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR(D273=\"Tension\",D273=\"Reversal\"),J273, \"N/A\"))","v":319.69942029856043},{"$f":"IF($B$281=\"None\",0,0.58*$B$266*$B$268*E280)","v":478.52213062499999},{"$f":"$B$267*$B$268*F280","v":983.69437500000004},{"$f":"D293+E293","v":1462.2165056250001},{"$f":"0.58*$B$268*$B$266*E281","v":549.7925523749999},{"$f":"$B$268*$B$267*F281","v":1321.862625},{"$f":"G293+H293","v":1871.6551773749998},{"$f":"IF(B293=\"N/A\",\"N/A\",IF(B293>F293,\"NG\",\"OK\"))","v":"OK"},{"$f":"IF(C293=\"N/A\",\"N/A\",IF(C293>I293,\"NG\",\"OK\"))","v":"OK"},{"$f":"IF(B293=\"N/A\",\"N/A\",F293/B293)","v":9.0426640674878964},{"$f":"IF(C293=\"N/A\",\"N/A\",I293/C293)","v":5.8544215551817427},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(AD293=\"N/A\",AE293=\"N/A\"),0,1)","v":1},{"$f":"IF(OR(AD293=\"NG\",AE293=\"NG\",AF293=\"NG\",AG293=\"NG\",AH293=\"NG\"),1,0)","v":0},{"$f":"J293","v":"OK"},"OK",9.0426640674878964,5.8544215551817427]
["Diagonal & Vertical (LT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR(D273=\"Tension\",D273=\"Reversal\"),IF(OR(D275=\"Tension\",D275=\"Reversal\"),I273+I275,I273), \"N/A\"))","v":205.55439445908422},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR(D273=\"Tension\",D273=\"Reversal\"),IF(OR(D275=\"Tension\",D275=\"Reversal\"),J273+J275,J273), \"N/A\"))","v":484.16238784818427},{"$f":"IF($B$281=\"None\",0,0.58*$B$266*$B$268*E282)","v":570.03525562499999},{"$f":"$B$267*$B$268*F282","v":1155.819375},{"$f":"D294+E294","v":1725.854630625},{"$f":"0.58*$B$268*$B$266*E283","v":549.7925523749999},{"$f":"$B$268*$B$267*F283","v":1321.862625},{"$f":"G294+H294","v":1871.6551773749998},{"$f":"IF(B294=\"N/A\",\"N/A\",IF(B294>F294,\"NG\",\"OK\"))","v":"OK"},{"$f":"IF(C294=\"N/A\",\"N/A\",IF(C294>I294,\"NG\",\"OK\"))","v":"OK"},{"$f":"IF(B294=\"N/A\",\"N/A\",F294/B294)","v":8.3960969803957806},{"$f":"IF(C294=\"N/A\",\"N/A\",I294/C294)","v":3.8657591426987978},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(AD294=\"N/A\",AE294=\"N/A\"),0,1)","v":1},{"$f":"IF(OR(AD294=\"NG\",AE294=\"NG\",AF294=\"NG\",AG294=\"NG\",AH294=\"NG\"),1,0)","v":0},"OK","OK",8.3960969803957806,3.8657591426987978]
["Diagonal (RT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR(D274=\"Tension\",D274=\"Reversal\"),I274, \"N/A\"))","v":"N/A"},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR(D274=\"Tension\",D274=\"Reversal\"),J274, \"N/A\"))","v":"N/A"},{"$f":"IF($B$281=\"None\",0,0.58*$B$266*$B$268*E284)","v":0},{"$f":"$B$267*$B$268*F284","v":0},{"$f":"D295+E295","v":0},{"$f":"0.58*$B$268*$B$266*E285","v":0},{"$f":"$B$268*$B$267*F285","v":0},{"$f":"G295+H295","v":0},{"$f":"IF(B295=\"N/A\",\"N/A\",IF(B295>F295,\"NG\",\"OK\"))","v":"N/A"},{"$f":"IF(C295=\"N/A\",\"N/A\",IF(C295>I295,\"NG\",\"OK\"))","v":"N/A"},{"$f":"IF(B295=\"N/A\",\"N/A\",F295/B295)","v":"N/A"},{"$f":"IF(C295=\"N/A\",\"N/A\",I295/C295)","v":"N/A"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(AD295=\"N/A\",AE295=\"N/A\"),0,1)","v":0},{"$f":"IF(OR(AD295=\"NG\",AE295=\"NG\",AF295=\"NG\",AG295=\"NG\",AH295=\"NG\"),1,0)","v":0},"N/A","N/A","N/A","N/A"]
["Diagonal & Vertical (RT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR(D274=\"Tension\",D274=\"Reversal\"),IF(OR(D275=\"Tension\",D275=\"Reversal\"),I274+I275,I274), \"N/A\"))","v":"N/A"},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR(D274=\"Tension\",D274=\"Reversal\"),IF(OR(D275=\"Tension\",D275=\"Reversal\"),J274+J275,J274), \"N/A\"))","v":"N/A"},{"$f":"IF($B$281=\"None\",0,0.58*$B$266*$B$268*E286)","v":91.513124999999988},{"$f":"$B$267*$B$268*F286","v":172.125},{"$f":"D296+E296","v":263.638125},{"$f":"0.58*$B$268*$B$266*E287","v":0},{"$f":"$B$268*$B$267*F287","v":0},{"$f":"G296+H296","v":0},{"$f":"IF(B296=\"N/A\",\"N/A\",IF(B296>F296,\"NG\",\"OK\"))","v":"N/A"},{"$f":"IF(C296=\"N/A\",\"N/A\",IF(C296>I296,\"NG\",\"OK\"))","v":"N/A"},{"$f":"IF(B296=\"N/A\",\"N/A\",F296/B296)","v":"N/A"},{"$f":"IF(C296=\"N/A\",\"N/A\",I296/C296)","v":"N/A"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(AD296=\"N/A\",AE296=\"N/A\"),0,1)","v":0},{"$f":"IF(OR(AD296=\"NG\",AE296=\"NG\",AF296=\"NG\",AG296=\"NG\",AH296=\"NG\"),1,0)","v":0},"N/A","N/A","N/A","N/A"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(AD297=\"N/A\",AE297=\"N/A\",AF297=\"N/A\",AG297=\"N/A\"),\"N/A\",\"OK\")","v":"OK"},{"$f":"IF(AND(AD293=\"N/A\",AD294=\"N/A\",AD295=\"N/A\",AD296=\"N/A\"),\"N/A\",\"OK\")","v":"OK"},{"$f":"IF(AND(AE293=\"N/A\",AE294=\"N/A\",AE295=\"N/A\",AE296=\"N/A\"),\"N/A\",\"OK\")","v":"OK"},{"$f":"IF(AND(AF293=\"N/A\",AF294=\"N/A\",AF295=\"N/A\",AF296=\"N/A\"),\"N/A\",\"OK\")","v":"OK"},{"$f":"IF(AND(AG293=\"N/A\",AG294=\"N/A\",AG295=\"N/A\",AG296=\"N/A\"),\"N/A\",\"OK\")","v":"OK"}]
[]
["Rating Factor For Combined Planes Shear Rupture Resistance (Horizontal)"]
["Combined Members","Horizontal Component  Tensile Factored DL (kips)","Horizontal Component Tensile  factored LL + I  (kips)","Total Factored Horizontal Capacity (kips)","Rating Factor For Both Plates                                         (C - f1*DL) / (f2*LL+I)"]
["Diagonal (LT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$273=\"Tension\",$D$273=\"Reversal\"),$E$273, \"N/A\"))","v":108.31373367234586},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$273=\"Tension\",$D$273=\"Reversal\"),$G$273, \"N/A\"))","v":53.388226580968308},{"$f":"IF(OR($B$301=\"N/A\",$C$301=\"N/A\"),\"N/A\",$F$293)","v":1462.2165056250001},{"$f":"IF(D301=\"N/A\",\"N/A\",(D301-B301)/C301)","v":25.359575671601156}]
["Diagonal & Vertical (LT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$273=\"Tension\",$D$273=\"Reversal\"),IF(OR($D$275=\"Tension\",$D$275=\"Reversal\"),$E$273+$E$275,$E$273), \"N/A\"))","v":131.65838092005205},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$273=\"Tension\",$D$273=\"Reversal\"),IF(OR($D$275=\"Tension\",$D$275=\"Reversal\"),$G$273+$G$275,$G$273), \"N/A\"))","v":73.896013539032154},{"$f":"IF(OR($B$302=\"N/A\",$C$302=\"N/A\"),\"N/A\",$F$294)","v":1725.854630625},{"$f":"IF(D302=\"N/A\",\"N/A\",(D302-B302)/C302)","v":21.573508141449167}]
["Diagonal (RT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$274=\"Tension\",$D$274=\"Reversal\"),$E$274, \"N/A\"))","v":"N/A"},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$274=\"Tension\",$D$274=\"Reversal\"),$G$274, \"N/A\"))","v":"N/A"},{"$f":"IF(OR($B$303=\"N/A\",$C$303=\"N/A\"),\"N/A\",$F$295)","v":"N/A"},{"$f":"IF(D303=\"N/A\",\"N/A\",(D303-B303)/C303)","v":"N/A"}]
["Diagonal & Vertical (RT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$274=\"Tension\",$D$274=\"Reversal\"),IF(OR($D$275=\"Tension\",$D$275=\"Reversal\"),$E$274+$E$275,$E$274), \"N/A\"))","v":"N/A"},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$274=\"Tension\",$D$274=\"Reversal\"),IF(OR($D$275=\"Tension\",$D$275=\"Reversal\"),$G$274+$G$275,$G$274), \"N/A\"))","v":"N/A"},{"$f":"IF(OR($B$304=\"N/A\",$C$304=\"N/A\"),\"N/A\",$F$296)","v":"N/A"},{"$f":"IF(D304=\"N/A\",\"N/A\",(D304-B304)/C304)","v":"N/A"}]
[]
[]
["Rating Factor For Combined Planes Shear Rupture Resistance (Vertical)"]
["Combined Members","Vertical Component  Tensile Factored DL (kips)","Vertical Component Tensile  factored LL + I  (kips)","Total Factored Vertical Capacity (kips)","Rating Factor                       (C - f1*DL) / (f2*LL+I)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"8a. RF"]
["Diagonal (LT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$273=\"Tension\",$D$273=\"Reversal\"),$F$273, \"N/A\"))","v":214.1460611310797},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$273=\"Tension\",$D$273=\"Reversal\"),$H$273, \"N/A\"))","v":105.55335916748072},{"$f":"IF(OR($B$309=\"N/A\",$C$309=\"N/A\"),\"N/A\",$I$293)","v":1871.6551773749998},{"$f":"IF(D309=\"N/A\",\"N/A\",(D309-B309)/C309)","v":15.703044690543319},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"E309","v":15.703044690543319}]
["Diagonal & Vertical (LT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$273=\"Tension\",$D$273=\"Reversal\"),IF(OR($D$275=\"Tension\",$D$275=\"Reversal\"),$F$273+$F$275,$F$273), \"N/A\"))","v":301.697186451547},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$273=\"Tension\",$D$273=\"Reversal\"),IF(OR($D$275=\"Tension\",$D$275=\"Reversal\"),$H$273+$H$275,$H$273), \"N/A\"))","v":182.46520139663727},{"$f":"IF(OR($B$310=\"N/A\",$C$310=\"N/A\"),\"N/A\",$I$294)","v":1871.6551773749998},{"$f":"IF(D310=\"N/A\",\"N/A\",(D310-B310)/C310)","v":8.6041501552437172},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"E310","v":8.6041501552437172}]
["Diagonal (RT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$274=\"Tension\",$D$274=\"Reversal\"),$F$274, \"N/A\"))","v":"N/A"},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$274=\"Tension\",$D$274=\"Reversal\"),$H$274, \"N/A\"))","v":"N/A"},{"$f":"IF(OR($B$311=\"N/A\",$C$311=\"N/A\"),\"N/A\",$I$295)","v":"N/A"},{"$f":"IF(D311=\"N/A\",\"N/A\",(D311-B311)/C311)","v":"N/A"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"E311","v":"N/A"}]
["Diagonal & Vertical (RT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$274=\"Tension\",$D$274=\"Reversal\"),IF(OR($D$275=\"Tension\",$D$275=\"Reversal\"),$F$274+$F$275,$F$274), \"N/A\"))","v":"N/A"},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$274=\"Tension\",$D$274=\"Reversal\"),IF(OR($D$275=\"Tension\",$D$275=\"Reversal\"),$H$274+$H$275,$H$274), \"N/A\"))","v":"N/A"},{"$f":"IF(OR($B$312=\"N/A\",$C$312=\"N/A\"),\"N/A\",$I$296)","v":"N/A"},{"$f":"IF(D312=\"N/A\",\"N/A\",(D312-B312)/C312)","v":"N/A"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"E312","v":"N/A"}]
[]
[]
[]
[]
["B . Consider Shear Fracture & Tension Yield",null,"Assuming diagonals act alone or are combined with vertical members causing shear and tensile stresses. The loads act upon one quadrant of the gusset."]
["Combined Members","Combined Horizontal Component Total Max. Tensile Factored Load DL+LL+I (kips)","Combined Vertical Component Total Max. Tensile Factored Load DL+LL+I (kips)","Maximum Horizontal Capacity Based on Shear Yield (kips)","Maximum Horizontal CapacityBased on Tension Fracture (kips)","Total Facotred Horizontal Capacity (kips)","Total Factored Vertical Capacity Based on Shear Yield (kips)","Total Factored Vertical Capacity Based on Tension Fracture (kips)","Total Factored Vertical Capacity (kips)","Meets Horizontal Load Component Requirement","Meets Vertical Load Component Requirement","Gusset Plate Combined Planes Horizontal Shear Yield &Tension Fracture C/D Ratio","Gusset Plate Combined Planes Vertical Shear Yield &Tension Fracture C/D Ratio"]
["Diagonal (LT)",{"$f":"B293","v":161.70196025331418},319.69942029856043,{"$f":"IF($B$281=\"None\",0,0.58*$B$267*$B$268*F280)","v":570.54273750000004},{"$f":"$B$266*$B$268*E280","v":825.03815625000004},{"$f":"D319+E319","v":1395.5808937500001},{"$f":"0.58*$B$268*$B$267*F281","v":766.68032249999987},{"$f":"$B$268*$B$266*E281","v":947.91819375},{"$f":"G319+H319","v":1714.5985162499999},{"$f":"IF(B319=\"N/A\",\"N/A\",IF(B319>F319,\"NG\",\"OK\"))","v":"OK"},{"$f":"IF(C319=\"N/A\",\"N/A\",IF(C319>I319,\"NG\",\"OK\"))","v":"OK"},{"$f":"IF(B319=\"N/A\",\"N/A\",F319/B319)","v":8.6305749884772762},{"$f":"IF(C319=\"N/A\",\"N/A\",I319/C319)","v":5.3631580396635474},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(AD319=\"N/A\",AE319=\"N/A\"),0,1)","v":1},{"$f":"IF(OR(AD319=\"NG\",AE319=\"NG\",AF319=\"NG\",AG319=\"NG\",AH319=\"NG\"),1,0)","v":0},{"$f":"J319","v":"OK"},"OK",8.6305749884772762,5.3631580396635474]
["Diagonal & Vertical (LT)",205.55439445908422,484.16238784818427,{"$f":"IF($B$281=\"None\",0,0.58*$B$267*$B$268*F282)","v":670.37523750000003},{"$f":"$B$266*$B$268*E282","v":982.81940625000004},{"$f":"D320+E320","v":1653.1946437500001},{"$f":"0.58*$B$268*$B$267*F283","v":766.68032249999987},{"$f":"$B$268*$B$266*E283","v":947.91819375},{"$f":"G320+H320","v":1714.5985162499999},{"$f":"IF(B320=\"N/A\",\"N/A\",IF(B320>F320,\"NG\",\"OK\"))","v":"OK"},{"$f":"IF(C320=\"N/A\",\"N/A\",IF(C320>I320,\"NG\",\"OK\"))","v":"OK"},{"$f":"IF(B320=\"N/A\",\"N/A\",F320/B320)","v":8.0426139664898759},{"$f":"IF(C320=\"N/A\",\"N/A\",I320/C320)","v":3.5413707451964145},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(AD320=\"N/A\",AE320=\"N/A\"),0,1)","v":1},{"$f":"IF(OR(AD320=\"NG\",AE320=\"NG\",AF320=\"NG\",AG320=\"NG\",AH320=\"NG\"),1,0)","v":0},"OK","OK",8.0426139664898759,3.5413707451964145]
["Diagonal (RT)","N/A","N/A",{"$f":"IF($B$281=\"None\",0,0.58*$B$267*$B$268*F284)","v":0},{"$f":"$B$266*$B$268*E284","v":0},{"$f":"D321+E321","v":0},{"$f":"0.58*$B$268*$B$267*F285","v":0},{"$f":"$B$268*$B$266*E285","v":0},{"$f":"G321+H321","v":0},{"$f":"IF(B321=\"N/A\",\"N/A\",IF(B321>F321,\"NG\",\"OK\"))","v":"N/A"},{"$f":"IF(C321=\"N/A\",\"N/A\",IF(C321>I321,\"NG\",\"OK\"))","v":"N/A"},{"$f":"IF(B321=\"N/A\",\"N/A\",F321/B321)","v":"N/A"},{"$f":"IF(C321=\"N/A\",\"N/A\",I321/C321)","v":"N/A"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(AD321=\"N/A\",AE321=\"N/A\"),0,1)","v":0},{"$f":"IF(OR(AD321=\"NG\",AE321=\"NG\",AF321=\"NG\",AG321=\"NG\",AH321=\"NG\"),1,0)","v":0},"N/A","N/A","N/A","N/A"]
["Diagonal & Vertical (RT)","N/A","N/A",{"$f":"IF($B$281=\"None\",0,0.58*$B$267*$B$268*F286)","v":99.832499999999996},{"$f":"$B$266*$B$268*E286","v":157.78125},{"$f":"D322+E322","v":257.61374999999998},{"$f":"0.58*$B$268*$B$267*F287","v":0},{"$f":"$B$268*$B$266*E287","v":0},{"$f":"G322+H322","v":0},{"$f":"IF(B322=\"N/A\",\"N/A\",IF(B322>F322,\"NG\",\"OK\"))","v":"N/A"},{"$f":"IF(C322=\"N/A\",\"N/A\",IF(C322>I322,\"NG\",\"OK\"))","v":"N/A"},{"$f":"IF(B322=\"N/A\",\"N/A\",F322/B322)","v":"N/A"},{"$f":"IF(C322=\"N/A\",\"N/A\",I322/C322)","v":"N/A"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(OR(AD322=\"N/A\",AE322=\"N/A\"),0,1)","v":0},{"$f":"IF(OR(AD322=\"NG\",AE322=\"NG\",AF322=\"NG\",AG322=\"NG\",AH322=\"NG\"),1,0)","v":0},"N/A","N/A","N/A","N/A"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(AND(AD323=\"N/A\",AE323=\"N/A\",AF323=\"N/A\",AG323=\"N/A\"),\"N/A\",\"OK\")","v":"OK"},{"$f":"IF(AND(AD319=\"N/A\",AD320=\"N/A\",AD321=\"N/A\",AD322=\"N/A\"),\"N/A\",\"OK\")","v":"OK"},{"$f":"IF(AND(AE319=\"N/A\",AE320=\"N/A\",AE321=\"N/A\",AE322=\"N/A\"),\"N/A\",\"OK\")","v":"OK"},{"$f":"IF(AND(AF319=\"N/A\",AF320=\"N/A\",AF321=\"N/A\",AF322=\"N/A\"),\"N/A\",\"OK\")","v":"OK"},{"$f":"IF(AND(AG319=\"N/A\",AG320=\"N/A\",AG321=\"N/A\",AG322=\"N/A\"),\"N/A\",\"OK\")","v":"OK"}]
[]
["Rating Factor For Shear Fracture & Tension Yield (Horizontal)"]
["Combined Members","Horizontal Component  Tensile Factored DL (kips)","Horizontal Component Tensile  factored LL + I  (kips)","Total Factored Horizontal Capacity (kips)","Rating Factor                       (C - f1*DL) / (f2*LL+I)"]
["Diagonal (LT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$273=\"Tension\",$D$273=\"Reversal\"),$E$273, \"N/A\"))","v":108.31373367234586},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$273=\"Tension\",$D$273=\"Reversal\"),$G$273, \"N/A\"))","v":53.388226580968308},{"$f":"IF(OR($B$327=\"N/A\",$C$327=\"N/A\"),\"N/A\",$F$319)","v":1395.5808937500001},{"$f":"IF(D327=\"N/A\",\"N/A\",(D327-B327)/C327)","v":24.111442587915736}]
["Diagonal & Vertical (LT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$273=\"Tension\",$D$273=\"Reversal\"),IF(OR($D$275=\"Tension\",$D$275=\"Reversal\"),$E$273+$E$275,$E$273), \"N/A\"))","v":131.65838092005205},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$273=\"Tension\",$D$273=\"Reversal\"),IF(OR($D$275=\"Tension\",$D$275=\"Reversal\"),$G$273+$G$275,$G$273), \"N/A\"))","v":73.896013539032154},{"$f":"IF(OR($B$328=\"N/A\",$C$328=\"N/A\"),\"N/A\",$F$320)","v":1653.1946437500001},{"$f":"IF(D328=\"N/A\",\"N/A\",(D328-B328)/C328)","v":20.590234709024823}]
["Diagonal (RT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$274=\"Tension\",$D$274=\"Reversal\"),$E$274, \"N/A\"))","v":"N/A"},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$274=\"Tension\",$D$274=\"Reversal\"),$G$274, \"N/A\"))","v":"N/A"},{"$f":"IF(OR($B$329=\"N/A\",$C$329=\"N/A\"),\"N/A\",$F$321)","v":"N/A"},{"$f":"IF(D329=\"N/A\",\"N/A\",(D329-B329)/C329)","v":"N/A"}]
["Diagonal & Vertical (RT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$274=\"Tension\",$D$274=\"Reversal\"),IF(OR($D$275=\"Tension\",$D$275=\"Reversal\"),$E$274+$E$275,$E$274), \"N/A\"))","v":"N/A"},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$274=\"Tension\",$D$274=\"Reversal\"),IF(OR($D$275=\"Tension\",$D$275=\"Reversal\"),$G$274+$G$275,$G$274), \"N/A\"))","v":"N/A"},{"$f":"IF(OR($B$330=\"N/A\",$C$330=\"N/A\"),\"N/A\",$F$322)","v":"N/A"},{"$f":"IF(D330=\"N/A\",\"N/A\",(D330-B330)/C330)","v":"N/A"}]
[]
[]
["Rating Factor  For Shear Fracture & Tension Yield (Vertical)"]
["Combined Members","Vertical Component  Tensile Factored DL (kips)","Vertical Component Tensile  factored LL + I  (kips)","Total Factored Vertical Capacity (kips)","Rating Factor                       (C - f1*DL) / (f2*LL+I)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"8b. RF"]
["Diagonal (LT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$273=\"Tension\",$D$273=\"Reversal\"),$F$273, \"N/A\"))","v":214.1460611310797},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$273=\"Tension\",$D$273=\"Reversal\"),$H$273, \"N/A\"))","v":105.55335916748072},{"$f":"IF(OR($B$309=\"N/A\",$C$309=\"N/A\"),\"N/A\",$I$319)","v":1714.5985162499999},{"$f":"IF(D335=\"N/A\",\"N/A\",(D335-B335)/C335)","v":14.215108519077669},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"E335","v":14.215108519077669}]
["Diagonal & Vertical (LT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$273=\"Tension\",$D$273=\"Reversal\"),IF(OR($D$275=\"Tension\",$D$275=\"Reversal\"),$F$273+$F$275,$F$273), \"N/A\"))","v":301.697186451547},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$273=\"Tension\",$D$273=\"Reversal\"),IF(OR($D$275=\"Tension\",$D$275=\"Reversal\"),$H$273+$H$275,$H$273), \"N/A\"))","v":182.46520139663727},{"$f":"IF(OR($B$310=\"N/A\",$C$310=\"N/A\"),\"N/A\",$I$320)","v":1714.5985162499999},{"$f":"IF(D336=\"N/A\",\"N/A\",(D336-B336)/C336)","v":7.7434015855282521},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"E336","v":7.7434015855282521}]
["Diagonal (RT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$274=\"Tension\",$D$274=\"Reversal\"),$F$274, \"N/A\"))","v":"N/A"},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$274=\"Tension\",$D$274=\"Reversal\"),$H$274, \"N/A\"))","v":"N/A"},{"$f":"IF(OR($B$311=\"N/A\",$C$311=\"N/A\"),\"N/A\",$I$321)","v":"N/A"},{"$f":"IF(D337=\"N/A\",\"N/A\",(D337-B337)/C337)","v":"N/A"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"E337","v":"N/A"}]
["Diagonal & Vertical (RT)",{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$274=\"Tension\",$D$274=\"Reversal\"),IF(OR($D$275=\"Tension\",$D$275=\"Reversal\"),$F$274+$F$275,$F$274), \"N/A\"))","v":"N/A"},{"$f":"IF(B275=\"None\",\"N/A\",IF(OR($D$274=\"Tension\",$D$274=\"Reversal\"),IF(OR($D$275=\"Tension\",$D$275=\"Reversal\"),$H$274+$H$275,$H$274), \"N/A\"))","v":"N/A"},{"$f":"IF(OR($B$312=\"N/A\",$C$312=\"N/A\"),\"N/A\",$I$322)","v":"N/A"},{"$f":"IF(D338=\"N/A\",\"N/A\",(D338-B338)/C338)","v":"N/A"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"E338","v":"N/A"}]
[]
[]
[]
[]
["8: Gusset Plate Global Shear Yielding and Fracturing Requirement (Shear Only)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MIN(AB371,AB378)","v":2.2819610090602982},{"$f":"MIN(AF363:AF364)","v":2.4072959034320536},{"$f":"IF(SUM(AD363:AD364)=0,\"OK\",\"NG\")","v":"OK"},{"$f":"A343","v":"8: Gusset Plate Global Shear Yielding and Fracturing Requirement (Shear Only)"}]
[]
[{"$f":"$A$20","v":"Gusset Plate Steel Fy"},{"$f":"$B$20/1000","v":33},"ksi"]
[{"$f":"$A$21","v":"Gusset Plate Steel Fu"},{"$f":"$B$21/1000","v":60},"ksi"]
[{"$f":"$A$27","v":"Shear Yield Reduction Factor Ω:"},{"$f":"$B$27","v":0.74}]
[{"$f":"$A$28","v":"Shear Fracture Load Factor Ø:"},{"$f":"$B$28","v":0.85}]
[]
["Joint Location Factor =",{"$f":"IF(LEFT($B$48,1)=\"L\",1,-1)","v":-1},{"$f":"IF(LEFT($B$48,1)=\"L\",\"For Lower Chord\",\"For Upper Chord\")","v":"For Upper Chord"}]
[]
["Note:  Global shear is components of diagonal and vertical member forces  trying to shear the gusset plate in the horizontal and vertical direction"]
[null,null,null,null,null,null,null,"Dead Load  -  (DL) For Both Plates",null,null,null,"Live Load + Impact  -  (LL + I) For Both Plates",null,null,null,"DL + (LL + I) For Both Plates"]
["Location","ID","Member","Member Type","Horizontal Component Direction*              (No Longer Used See Cells to Right)","Vertical Component Direction*                              (No Longer Used See Cells to Right)","Max. Joint Axial Factored Load (kips)","Horizontal Component Total Max. Compressive Factored Load DL  (kips)","Vertical Component Total Max. Compressive Factored Load DL  (kips)","Horizontal Component Total Max. Tensile Factored Load DL  (kips)","Vertical Component Total Max. Tensile Factored Load DL  (kips)","Horizontal Component Total Max. Compressive Factored Load LL+I  (kips)","Vertical Component Total Max. Compressive Factored Load LL+I  (kips)","Horizontal Component Total Max. Tensile Factored Load LL+I  (kips)","Vertical Component Total Max. Tensile Factored Load LL+I  (kips)","Horizontal Component Total Max. Compressive Factored Load DL+LL+I (kips)","Vertical Component Total Max. Compressive Factored Load DL+LL+I (kips)","Horizontal Component Total Max. Tensile Factored Load DL+LL+I (kips)","Vertical Component Total Max. Tensile Factored Load DL+LL+I (kips)","Tensile         Horizontal Component Direction*","Compressive Horizontal Component Direction*","Tensile Vertical Component Direction*","Compressive Vertical Component Direction*"]
[{"$f":"$A$93","v":"Diagonal (LT)"},{"$f":"$B$93","v":2094},{"$f":"$C$93","v":"U9 L8"},{"$f":"$J$69","v":"Tension"},{"$f":"(IF(D355=\"Tension\",-1,1))","v":-1},{"$f":"(IF(D355=\"Tension\",1,-1))*B350","v":-1},{"$f":"IF(D355=\"N/A\",\"N/A\",IF(G69=\"N/A\",ABS(H69),IF(H69=\"N/A\",ABS(G69),MAX(ABS(G69),ABS(H69)))))","v":358.267},{"$f":"IF($F$81<=0,ABS($F$81),0)","v":0},{"$f":"IF($G$81<0,ABS($G$81),0)","v":0},{"$f":"IF($F$81>0,ABS($F$81),0)","v":108.31373367234586},{"$f":"IF($G$81>0,ABS($G$81),0)","v":214.1460611310797},{"$f":"ABS(H81)","v":10.232890115090532},20.23135052072606,53.388226580968308,105.55335916748072,{"$f":"ABS($L$81)","v":0},{"$f":"ABS($M$81)","v":0},{"$f":"ABS($N$81)","v":161.70196025331418},{"$f":"ABS($O$81)","v":319.69942029856043},{"$f":"IF(OR(D355=\"Tension\",D355=\"Reversal\"),-1,0)","v":-1},{"$f":"IF(OR(D355=\"Compression\",D355=\"Reversal\"),1,0)","v":0},{"$f":"IF(OR(D355=\"Tension\",D355=\"Reversal\"),1,0)*$B$350","v":-1},{"$f":"IF(OR(D355=\"Compression\",D355=\"Reversal\"),-1,0)*$B$350","v":0}]
[{"$f":"$A$94","v":"Diagonal (RT)"},{"$f":"$B$94","v":2092},{"$f":"$C$94","v":"U9 L10"},{"$f":"$J$70","v":"Compression"},{"$f":"(IF(D356=\"Tension\",1,-1))","v":-1},{"$f":"(IF(D356=\"Tension\",1,-1))*B350","v":1},{"$f":"IF(D356=\"N/A\",\"N/A\",IF(G70=\"N/A\",ABS(H70),IF(H70=\"N/A\",ABS(G70),MAX(ABS(G70),ABS(H70)))))","v":802.03500000000008},{"$f":"IF($F$82<=0,ABS($F$82),0)","v":473.46400798550843},{"$f":"IF($G$82<0,ABS($G$82),0)","v":311.12602710525277},{"$f":"IF($F$82>0,ABS($F$82),0)","v":0},{"$f":"IF($G$82>0,ABS($G$82),0)","v":0},196.80588583426993,129.32647960100167,0,0,{"$f":"ABS($L$82)","v":670.26989381977842},{"$f":"ABS($M$82)","v":440.45250670625444},{"$f":"ABS($N$82)","v":0},{"$f":"ABS($O$82)","v":0},{"$f":"IF(OR(D356=\"Tension\",D356=\"Reversal\"),1,0)","v":0},{"$f":"IF(OR(D356=\"Compression\",D356=\"Reversal\"),-1,0)","v":-1},{"$f":"IF(OR(D356=\"Tension\",D356=\"Reversal\"),1,0)*$B$350","v":0},{"$f":"IF(OR(D356=\"Compression\",D356=\"Reversal\"),-1,0)*$B$350","v":1}]
[{"$f":"$A$95","v":"Vertical"},{"$f":"$B$95","v":2093},{"$f":"$C$95","v":"U9 L9"},{"$f":"$J$71","v":"Tension"},{"$f":"IF(D83>0,IF(D357=\"Tension\",1,-1),IF(D357=\"Tension\",-1,1))","v":-1},{"$f":"(IF(D357=\"Tension\",1,-1))*B350","v":-1},{"$f":"IF(D357=\"N/A\",\"N/A\",IF(G71=\"N/A\",ABS(H71),IF(H71=\"N/A\",ABS(G71),MAX(ABS(G71),ABS(H71)))))","v":170.209},{"$f":"IF($F$83<=0,ABS($F$83),0)","v":0},{"$f":"IF($G$83<0,ABS($G$83),0)","v":0},{"$f":"IF($F$83>0,ABS($F$83),0)","v":23.344647247706188},{"$f":"IF($G$83>0,ABS($G$83),0)","v":87.551125320467278},0,0,20.507786958063843,76.911842229156548,{"$f":"ABS($L$83)","v":0},{"$f":"ABS($M$83)","v":0},{"$f":"ABS($N$83)","v":43.852434205770024},{"$f":"ABS($O$83)","v":164.46296754962381},{"$f":"IF(D83>0,IF(OR(D357=\"Tension\",D357=\"Reversal\"),1,0),IF(OR(D357=\"Tension\",D357=\"Reversal\"),-1,0))","v":-1},{"$f":"IF(D83>0,IF(OR(D357=\"Compression\",D357=\"Reversal\"),-1,0),IF(OR(D357=\"Compression\",D357=\"Reversal\"),1,0))","v":0},{"$f":"IF(OR(D357=\"Tension\",D357=\"Reversal\"),1,0)*$B$350","v":-1},{"$f":"IF(OR(D357=\"Compression\",D357=\"Reversal\"),-1,0)*$B$350","v":0}]
["* Load directions are negative when pointing left or down and positive when pointing right or up",null,null,null,null,null,"Total",{"$f":"($E$355*H355)+($E$356*H356)+($E$357*H357)","v":-473.46400798550843},{"$f":"($F$355*I355)+($F$356*I356)+($F$357*I357)","v":311.12602710525277},{"$f":"($E$355*J355)+($E$356*J356)+($E$357*J357)","v":-131.65838092005205},{"$f":"($F$355*K355)+($F$356*K356)+($F$357*K357)","v":-301.697186451547},{"$f":"($U$355*L355)+($U$356*L356)+($U$357*L357)","v":-196.80588583426993},{"$f":"($W$355*M355)+($W$356*M356)+($W$357*M357)","v":129.32647960100167},{"$f":"($T$355*N355)+($T$356*N356)+($T$357*N357)","v":-73.896013539032154},{"$f":"($V$355*O355)+($V$356*O356)+($V$357*O357)","v":-182.46520139663727},{"$f":"($E$355*P355)+($E$356*P356)+($E$357*P357)","v":-670.26989381977842},{"$f":"($F$355*Q355)+($F$356*Q356)+($F$357*Q357)","v":440.45250670625444},{"$f":"($E$355*R355)+($E$356*R356)+($E$357*R357)","v":-205.55439445908422},{"$f":"($F$355*S355)+($F$356*S356)+($F$357*S357)","v":-484.16238784818427}]
[]
[]
[]
["Gusset Plate","Horizontal Gusset Plate Thickness (inch)","Gusset Plate Gross Shear Width (inch)","Gusset Plate Net Shear Width (inch)","Vertical Gusset Plate Thickness (inch)","Gusset Plate Gross Shear Height (inch)","Gusset Plate Net Shear Height (inch)","Sum of all Horizontal Factored Shear for each Plate (kips)","Sum of all Vertical Factored Shear for each Plate (kips)","Max Horizontal Factored Shear (kips)","Horizontal Shear Stress (Gross) ksi","Horizontal Shear Stress (Net) ksi","Max Vertical Factored Shear  (kips)","Vertical Shear Stress (Gross) ksi","Vertical Shear Stress (Net) ksi","Gusset Plate Global Horizontal Shear C/D Ratio","Gusset Plate Global Vertical Shear C/D Ratio","Meets Requirement For Global Horizontal Shear","Meets Requirement For Global Vertical Shear","Gusset Plate Global Shear Minimum C/D Ratio"]
["Inner Plate Shear Stress (ksi)",{"$f":"B50*B49","v":0.78187499999999999},{"$f":"LOOKUP($C$48,'Info Tables'!A19:A58,'Info Tables'!F19:F58)","v":55.212000000000003},{"$f":"LOOKUP($C$48,'Info Tables'!A19:A58,'Info Tables'!H19:H58)","v":45.212000000000003},{"$f":"B51*B53","v":0.5625},{"$f":"LOOKUP($C$48,'Info Tables'!A19:A58,'Info Tables'!G19:G58)","v":46.120800000000003},{"$f":"LOOKUP($C$48,'Info Tables'!A19:A58,'Info Tables'!I19:I58)","v":38.120800000000003},{"$f":"ABS(P358+R358)/2","v":437.91214413943135},{"$f":"ABS(Q358+S358)/2","v":21.854940570964914},{"$f":"$H$363","v":437.91214413943135},{"$f":"J363/(B363*C363*$B$347)","v":13.708327236777285},{"$f":"J363/(B363*D363*$B$348)","v":14.573941351170204},{"$f":"$I$363","v":21.854940570964914},{"$f":"M363/(E363*F363*$B$347)","v":1.1384096054718877},{"$f":"M363/(E363*G363*$B$348)","v":1.199074511173625},{"$f":"IF($H$363=0,\"N/A\",MIN(($B$345/$K$363),($B$346/$L$363)))","v":2.4072959034320536},{"$f":"IF($I$363=0,\"N/A\",MIN(($B$345/$N$363),($B$346/$O$363)))","v":28.987808818005369},{"$f":"IF($H$363=0,\"N/A\",IF(OR($K$363>$B$345,$L$363>$B$346),\"NG\",\"OK\"))","v":"OK"},{"$f":"IF(OR($I$363=0,$I$363=\"N/A\"),\"N/A\",IF(OR($N$363>$B$345,$O$363>$B$346),\"NG\",\"OK\"))","v":"OK"},{"$f":"IF(AND(P363=\"N/A\",Q363=\"N/A\"),\"N/A\",MIN((P363,Q363)))","v":2.4072959034320536},null,null,null,null,null,null,null,null,{"$f":"IF(OR(AE363=\"N/A\",AF363=\"N/A\"),0,1)","v":1},{"$f":"IF(OR(AE363=\"NG\",AF363=\"NG\",AG363=\"NG\",AH363=\"NG\",AI363=\"NG\"),1,0)","v":0},{"$f":"IF(OR(R363=\"NG\",S363=\"NG\"),\"NG\",IF(R363=\"N/A\",S363,IF(S363=\"N/A\",R363,\"OK\")))","v":"OK"},{"$f":"T363","v":2.4072959034320536}]
["Outer Plate Shear Stress (ksi)",{"$f":"B54*B49","v":0.78187499999999999},{"$f":"C363","v":55.212000000000003},{"$f":"D363","v":45.212000000000003},{"$f":"B55*B53","v":0.5625},{"$f":"F363","v":46.120800000000003},{"$f":"G363","v":38.120800000000003},{"$f":"ABS(P358+R358)/2","v":437.91214413943135},{"$f":"ABS(Q358+S358)/2","v":21.854940570964914},{"$f":"H364","v":437.91214413943135},{"$f":"J364/(B364*C364*$B$347)","v":13.708327236777285},{"$f":"J364/(B364*D364*$B$348)","v":14.573941351170204},{"$f":"$I$363","v":21.854940570964914},{"$f":"M364/(E364*F364*$B$347)","v":1.1384096054718877},{"$f":"M364/(E364*G364*$B$348)","v":1.199074511173625},{"$f":"IF($H$364=0,\"N/A\",MIN(($B$345/$K$364),($B$346/$L$364)))","v":2.4072959034320536},{"$f":"IF($I$364=0,\"N/A\",MIN(($B$345/$N$364),($B$346/$O$364)))","v":28.987808818005369},{"$f":"IF($H$364=0,\"N/A\",IF(OR($K$364>$B$345,$L$364>$B$346),\"NG\",\"OK\"))","v":"OK"},{"$f":"IF(OR($I$364=0,$I$364=\"N/A\"),\"N/A\",IF(OR($N$364>$B$345,$O$364>$B$346),\"NG\",\"OK\"))","v":"OK"},{"$f":"IF(AND(P364=\"N/A\",Q364=\"N/A\"),\"N/A\",MIN((P364,Q364)))","v":2.4072959034320536},null,null,null,null,null,null,null,null,{"$f":"IF(OR(AE364=\"N/A\",AF364=\"N/A\"),0,1)","v":1},{"$f":"IF(OR(AE364=\"NG\",AF364=\"NG\",AG364=\"NG\",AH364=\"NG\",AI364=\"NG\"),1,0)","v":0},{"$f":"IF(OR(R364=\"NG\",S364=\"NG\"),\"NG\",IF(R364=\"N/A\",S364,IF(S364=\"N/A\",R364,\"OK\")))","v":"OK"},{"$f":"T364","v":2.4072959034320536}]
[]
[]
[]
[]
["A. Rating Factor For Global Shear Yielding and Fracturing Requirement (Horizontal Shear Only)"]
["Gusset Plate","Gusset Plate Thickness For Both Plates (inch)","Gusset Plate Gross Shear Width (inch)","Gusset Plate Net Shear Width (inch)","Capacity of Horizontal Shear for Both Plates Based on Gross Area (kips)","Capacity of Horizontal Shear For Both Plates Based On Net Area (kips)","Sum of All DL Horizontal Factored Shear For Both Plates  (kips)","Sum of All LL + I Horizontal Factored Shear For Both Plates (kips)","Rating Factor                       (C - f1*DL) / (f2*LL+I)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"9a. RF"]
["Inner + Outer Plates",{"$f":"$B$363+$B$364","v":1.56375},{"$f":"$C$363","v":55.212000000000003},{"$f":"$D$363","v":45.212000000000003},{"$f":"0.58*B347*$B$345*$B$371*$C$371","v":1222.8535683540001},{"$f":"0.58*B348*$B$346*$B$371*$D$371","v":2091.3138386999999},{"$f":"(ABS(H358+J358))","v":605.12238890556046},{"$f":"ABS(L358+N358)","v":270.70189937330207},{"$f":"IF(H371<=0.05,\"N/A\",(MIN(E371,F371)-G371)/H371)","v":2.2819610090602982},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"I371","v":2.2819610090602982}]
[]
[]
[]
[]
["B . Rating Factor For Global Shear Yielding and Fracturing Requirement (Vertical Shear Only)"]
["Gusset Plate","Gusset Plate Thickness For Both Plates (inch)","Gusset Plate Gross Shear Height (inch)","Gusset Plate Net Shear Height (inch)","Capacity of Vertical Shear for Both Plates Based on Gross Area (kips)","Capacity of Vertical Shear For Both Plates Based On Net Area (kips)","Sum of All DL Vertical Factored Shear For Both Plates  (kips)","Sum of All LL + I Vertical Factored Shear For Both Plates (kips)","Rating Factor                       (C - f1*DL) / (f2*LL+I)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"9b. RF"]
["Inner + Outer Plates",{"$f":"$E$363+$E$364","v":1.125},{"$f":"$F$363","v":46.120800000000003},{"$f":"$G$363","v":38.120800000000003},{"$f":"0.58*B347*$B$345*$B$378*$C$378","v":734.89113324000004},{"$f":"0.58*B348*$B$346*$B$378*$D$378","v":1268.564922},{"$f":"MAX(MAX(ABS(I355),ABS(I356)),MAX(ABS(K355),ABS(K356)))","v":311.12602710525277},{"$f":"MAX(MAX(ABS(M355),ABS(M356)),MAX(ABS(O355),ABS(O356)))","v":129.32647960100167},{"$f":"IF(H378<=0.05,\"N/A\",(MIN(E378,F378)-G378)/H378)","v":3.2767079676346893},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"I378","v":3.2767079676346893}]
[]
["End of Gusset Rating Checks"]

{"sheet":"Member Loads","index":1,"n_rows":91,"n_cols":30,"rows_kept":91,"cut":false,"hidden":false,"merged":[]}
["Truss analysis member loads output are to be entered in this worksheet.  Compression member loads shall be negative and tension loads shall be positive."]
["2F1, 3f1, 4F1, & 5C1 are Ohio's legal loads for operating rating.  Inventory is the typical current design truck such as HS20-44."]
[]
["Note1:  When loads are exactly equal to zero \"0' when shown as \"0\"; i.e. a number that equals to 0.05 shall be manually entered as \"0\"."]
["Note2:  To add more members, insert lines as needed.  Excel will automatically included the new lines."]
["Assumption: Pick maximum load values for each member from the truss analysis output at the considered truss joint and assume these loads are acting simultaneously."]
[]
[]
[]
["Dead Load",null,null,"2F1",null,null,null,"3F1",null,null,null,"4F1",null,null,null,"5C1",null,null,null," (HS20-44)",null,null,null,"Inventory (HS20-44)",null,null,null,"ODOT Truck Train"]
["Member","Compression/Tension Load (kips)",null,"Member","Compression Load (kips)","Tension Load (kips)",null,"Member","Compression Load (kips)","Tension Load (kips)",null,"Member","Compression Load (kips)","Tension Load (kips)",null,"Member","Compression Load (kips)","Tension Load (kips)",null,"Member","Compression Load (kips)","Tension Load (kips)",null,"Member","Compression Load (kips)","Tension Load (kips)",null,"Member","Compression Load (kips)","Tension Load (kips)"]
["Lower Chord Members",null,null,"Lower Chord Members",null,null,null,"Lower Chord Members",null,null,null,"Lower Chord Members",null,null,null,"Lower Chord Members",null,null,null,"Lower Chord Members",null,null,null,"Lower Chord Members",null,null,null,"Lower Chord Members"]
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[1012,{"$f":"[1]Summary!B16","v":69.7},null,1012,{"$f":"[1]Summary!E16","v":0},{"$f":"[1]Summary!F16","v":42.45},null,1012,{"$f":"[1]Summary!I16","v":0},{"$f":"[1]Summary!J16","v":62.83},null,1012,{"$f":"[1]Summary!M16","v":0},{"$f":"[1]Summary!N16","v":69.89},null,1012,{"$f":"[1]Summary!Q16","v":0},{"$f":"[1]Summary!R16","v":61.26},null,1012,{"$f":"[1]Summary!U16","v":0},{"$f":"[1]Summary!V16","v":80.989999999999995},null,1012,{"$f":"[1]Summary!Y16","v":0},{"$f":"[1]Summary!Z16","v":80.989999999999995},null,1012,{"$f":"[1]Summary!AC16","v":0},{"$f":"[1]Summary!AD16","v":61.230000000000004}]
[1013,{"$f":"[1]Summary!B17","v":290.2},null,1013,{"$f":"[1]Summary!E17","v":0},{"$f":"[1]Summary!F17","v":34.18},null,1013,{"$f":"[1]Summary!I17","v":0},{"$f":"[1]Summary!J17","v":51.99},null,1013,{"$f":"[1]Summary!M17","v":0},{"$f":"[1]Summary!N17","v":60.48},null,1013,{"$f":"[1]Summary!Q17","v":0},{"$f":"[1]Summary!R17","v":82.57},null,1013,{"$f":"[1]Summary!U17","v":0},{"$f":"[1]Summary!V17","v":113.35},null,1013,{"$f":"[1]Summary!Y17","v":0},{"$f":"[1]Summary!Z17","v":113.35},null,1013,{"$f":"[1]Summary!AC17","v":0},{"$f":"[1]Summary!AD17","v":120.65}]
[1021,{"$f":"[1]Summary!B18","v":290.2},null,1021,{"$f":"[1]Summary!E18","v":0},{"$f":"[1]Summary!F18","v":34.18},null,1021,{"$f":"[1]Summary!I18","v":0},{"$f":"[1]Summary!J18","v":51.99},null,1021,{"$f":"[1]Summary!M18","v":0},{"$f":"[1]Summary!N18","v":60.48},null,1021,{"$f":"[1]Summary!Q18","v":0},{"$f":"[1]Summary!R18","v":82.57},null,1021,{"$f":"[1]Summary!U18","v":0},{"$f":"[1]Summary!V18","v":113.35},null,1021,{"$f":"[1]Summary!Y18","v":0},{"$f":"[1]Summary!Z18","v":113.35},null,1021,{"$f":"[1]Summary!AC18","v":0},{"$f":"[1]Summary!AD18","v":120.65}]
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[2013,{"$f":"[1]Summary!B57","v":184.6},null,2013,{"$f":"[1]Summary!E57","v":-14.61},{"$f":"[1]Summary!F57","v":28.34},null,2013,{"$f":"[1]Summary!I57","v":-20.55},{"$f":"[1]Summary!J57","v":43.06},null,2013,{"$f":"[1]Summary!M57","v":-21.71},{"$f":"[1]Summary!N57","v":50.03},null,2013,{"$f":"[1]Summary!Q57","v":-17.579999999999998},{"$f":"[1]Summary!R57","v":67.540000000000006},null,2013,{"$f":"[1]Summary!U57","v":-25.9},{"$f":"[1]Summary!V57","v":91.53},null,2013,{"$f":"[1]Summary!Y57","v":-25.9},{"$f":"[1]Summary!Z57","v":91.53},null,2013,{"$f":"[1]Summary!AC57","v":-17.440000000000001},{"$f":"[1]Summary!AD57","v":90.99}]
[2014,{"$f":"[1]Summary!B58","v":69.7},null,2014,{"$f":"[1]Summary!E58","v":0},{"$f":"[1]Summary!F58","v":42.45},null,2014,{"$f":"[1]Summary!I58","v":0},{"$f":"[1]Summary!J58","v":62.83},null,2014,{"$f":"[1]Summary!M58","v":0},{"$f":"[1]Summary!N58","v":69.89},null,2014,{"$f":"[1]Summary!Q58","v":0},{"$f":"[1]Summary!R58","v":61.26},null,2014,{"$f":"[1]Summary!U58","v":0},{"$f":"[1]Summary!V58","v":80.989999999999995},null,2014,{"$f":"[1]Summary!Y58","v":0},{"$f":"[1]Summary!Z58","v":80.989999999999995},null,2014,{"$f":"[1]Summary!AC58","v":0},{"$f":"[1]Summary!AD58","v":61.230000000000004}]
[2021,{"$f":"[1]Summary!B59","v":-427.7},null,2021,{"$f":"[1]Summary!E59","v":-50.7},{"$f":"[1]Summary!F59","v":0},null,2021,{"$f":"[1]Summary!I59","v":-77.03},{"$f":"[1]Summary!J59","v":0},null,2021,{"$f":"[1]Summary!M59","v":-89.51},{"$f":"[1]Summary!N59","v":0},null,2021,{"$f":"[1]Summary!Q59","v":-121.15},{"$f":"[1]Summary!R59","v":0},null,2021,{"$f":"[1]Summary!U59","v":-168.43},{"$f":"[1]Summary!V59","v":0},null,2021,{"$f":"[1]Summary!Y59","v":-168.43},{"$f":"[1]Summary!Z59","v":0},null,2021,{"$f":"[1]Summary!AC59","v":-173.82},{"$f":"[1]Summary!AD59","v":0}]
[2022,{"$f":"[1]Summary!B60","v":-491.8},null,2022,{"$f":"[1]Summary!E60","v":-58.24},{"$f":"[1]Summary!F60","v":0},null,2022,{"$f":"[1]Summary!I60","v":-88.36},{"$f":"[1]Summary!J60","v":0},null,2022,{"$f":"[1]Summary!M60","v":-102.85},{"$f":"[1]Summary!N60","v":0},null,2022,{"$f":"[1]Summary!Q60","v":-139.52000000000001},{"$f":"[1]Summary!R60","v":0},null,2022,{"$f":"[1]Summary!U60","v":-193.94},{"$f":"[1]Summary!V60","v":0},null,2022,{"$f":"[1]Summary!Y60","v":-193.94},{"$f":"[1]Summary!Z60","v":0},null,2022,{"$f":"[1]Summary!AC60","v":-195.85},{"$f":"[1]Summary!AD60","v":0}]
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{"sheet":"Info Tables","index":2,"n_rows":911,"n_cols":23,"rows_kept":911,"cut":false,"hidden":false,"merged":[[16,2,16,10],[16,0,16,1],[67,0,67,5],[451,0,451,6],[201,8,201,14],[401,0,401,6],[252,7,254,7],[16,11,16,20],[116,0,116,13],[501,0,501,6],[201,0,201,6],[551,0,551,6],[251,0,251,6],[301,0,301,6],[351,0,351,6],[889,0,889,3],[839,0,839,3],[601,0,601,6],[789,0,789,4],[739,0,739,4],[651,0,651,4]]}
["Table",1]
["Inventory Load Rating"]
["Operating Load Rating"]
[]
["Table",2]
["2F1"]
["3F1"]
["4F1"]
["5C1"]
["Inventory"]
[]
[]
["Note:  To add more joints or members, just insert lines as needed.  Excel will automatically include the new lines."]
[]
[]
["Table",3]
["Joints",null,"Dimensions from Project Plans",null,null,null,null,null,null,null,null,"Dimensions from Field Measurements"]
["ID","Joint","No. of Member End Gusset Plates ","Gusset Plate Thickness on Each Side (1-PLT Only) (in)","Total Gusset Plate Thickness at Joint Both Sides (in)","Gusset Plate Gross Horizontal Width (in)","Gusset Plate Gross Vertical Depth/Height (in)","Gusset Plate Net Horizontal Width (in)","Gusset Plate Net Vertical Depth/Height (in)","Max Unsupported Edge Distance Inner (in)","Max Unsupported Edge Distance  Outer (in)","Plate Thickness Loss (Inner)","Plate Thickness Loss (Outer)","Remaining Plate Thickness (Inner)","Remaining Plate Thickness (Outer)","% Remaining Plate Thickness  For Global Horizontal Shear (Inner Plate)","% Remaining Plate Thickness  For Global Horizontal Shear (Outer Plate)","% Remaining Plate Thickness For Global Vertical Shear (Inner Plate)","% Remaining Plate Thickness For Global Vertical Shear (Outer Plate)","% Remaining Plate Thickness For Maximum Edge Stiffness (Inner Plate)","% Remaining Plate Thickness For Maximum Edge Stiffness (Outer Plate)"]
[100,"L0",2,0.75,{"$f":"C19*D19","v":1.5},56,73,{"$f":"F19-14*1","v":42},{"$f":"G19-9*1","v":64},28.126000000000001,28.126000000000001,null,null,{"$f":"D19-L19","v":0.75},{"$f":"D19-M19","v":0.75},1,1,1,1,1,1,null,1]
[101,"L1",2,0.5625,{"$f":"C20*D20","v":1.125},14.742000000000001,42.75,{"$f":"F20-4*1","v":10.742000000000001},{"$f":"G20-10*1","v":32.75},25,25,null,null,{"$f":"D20-L20","v":0.5625},{"$f":"D20-M20","v":0.5625},1,1,1,1,1,1]
[102,"L2",2,0.5625,1.125,61.75,47.25,{"$f":"F21-18*1","v":43.75},{"$f":"G21-7*1","v":40.25},30.603000000000002,30.603000000000002,null,null,0.5625,0.5625,1,1,1,1,1,1]
[103,"L3",2,0.5625,1.125,60.75,43,{"$f":"F22-19*1","v":41.75},{"$f":"G22-10*1","v":33},29.855,29.855,null,null,0.5625,0.5625,1,1,1,1,1,1]
[104,"L4",2,0.5625,1.125,66.25,40.253999999999998,{"$f":"F23-20*1","v":46.25},{"$f":"G23-9*1","v":31.253999999999998},32.613,32.613,null,null,0.5625,0.5625,1,1,1,1,1,1]
[105,"L5",2,0.5625,1.125,37.250999999999998,39.682000000000002,{"$f":"F24-10*1","v":27.250999999999998},{"$f":"G24-9*1","v":30.682000000000002},17.606999999999999,17.606999999999999,null,null,0.5625,0.5625,1,1,1,1,1,1]
[106,"L6",2,0.5625,1.125,66.25,40.253999999999998,{"$f":"F25-20*1","v":46.25},{"$f":"G25-9*1","v":31.253999999999998},32.613,32.613,null,null,0.5625,0.5625,1,1,1,1,1,1]
[107,"L7",2,0.5625,1.125,60.75,43,{"$f":"F26-19*1","v":41.75},{"$f":"G26-10*1","v":33},29.855,29.855,null,null,0.5625,0.5625,1,1,1,1,1,1]
[108,"L8",2,0.5625,1.125,61.75,47.25,{"$f":"F27-18*1","v":43.75},{"$f":"G27-7*1","v":40.25},30.603000000000002,30.603000000000002,null,null,0.5625,0.5625,1,1,1,1,1,1]
[109,"L9",2,0.5625,1.125,14.742000000000001,42.75,{"$f":"F28-4*1","v":10.742000000000001},{"$f":"G28-10*1","v":32.75},25,25,null,null,0.5625,0.5625,1,1,1,1,1,1]
[110,"L10",2,0.75,1.5,56,73,{"$f":"F29-14*1","v":42},{"$f":"G29-22*1","v":51},28.126000000000001,28.126000000000001,null,null,0.75,0.75,1,1,1,1,1,1]
[201,"U1",2,0.5625,1.125,55.212000000000003,46.120800000000003,{"$f":"F30-10*1","v":45.212000000000003},{"$f":"G30-8*1","v":38.120800000000003},31.297000000000001,31.297000000000001,null,null,0.5625,0.5625,1.39,1.39,1,1,1,1]
[202,"U2",2,0.5625,1.125,41.783999999999999,43.008000000000003,{"$f":"F31-8*1","v":33.783999999999999},{"$f":"G31-7*1","v":36.008000000000003},24.376000000000001,24.376000000000001,null,null,0.5625,0.5625,1,1,1,1,1,1]
[203,"U3",2,0.5625,1.125,44.271999999999998,39.183,{"$f":"F32-8*1","v":36.271999999999998},{"$f":"G32-10*1","v":29.183},23.901,23.901,null,null,0.5625,0.5625,1,1,1,1,1,1]
[204,"U4",2,0.5,1,32.594000000000001,34.034999999999997,{"$f":"F33-9*1","v":23.594000000000001},{"$f":"G33-9*1","v":25.034999999999997},18.074000000000002,18.074000000000002,null,null,0.5,0.5,1,1,1,1,1,1]
[205,"U5",2,0.5,1,37.25,33.835000000000001,{"$f":"F34-10*1","v":27.25},{"$f":"G34-8*1","v":25.835000000000001},15.606999999999999,15.606999999999999,null,null,0.5,{"$f":"D34-M34","v":0.5},1,1,1,1,1,1]
[206,"U6",2,0.5,1,32.594000000000001,34.034999999999997,{"$f":"F35-9*1","v":23.594000000000001},{"$f":"G35-9*1","v":25.034999999999997},18.074000000000002,18.074000000000002,null,null,{"$f":"D35-L35","v":0.5},{"$f":"D35-M35","v":0.5},1,1,1,1,1,1]
[207,"U7",2,0.5625,1.125,44.271999999999998,39.183,{"$f":"F36-8*1","v":36.271999999999998},{"$f":"G36-10*1","v":29.183},23.901,23.901,null,null,0.5625,0.5625,1,1,1,1,1,1]
[208,"U8",2,0.5625,1.125,41.783999999999999,43.008000000000003,{"$f":"F37-8*1","v":33.783999999999999},{"$f":"G37-7*1","v":36.008000000000003},24.376000000000001,24.376000000000001,null,null,0.5625,0.5625,1,1,1,1,1,1]
[209,"U9",2,0.5625,1.125,55.212000000000003,46.120800000000003,{"$f":"F38-10*1","v":45.212000000000003},{"$f":"G38-8*1","v":38.120800000000003},31.297000000000001,31.297000000000001,null,null,0.5625,0.5625,1.39,1.39,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,0,0,1,1,1,1,1,1]
[]
[]
[]
[]
[]
[]
[]
[]
["Table",4]
["Member Incidences",null,null,null,null,null,"Put \"None\" if member nonexistent"]
["Joint","Chord  (LT)","Chord  (RT)","Diagonal (LT)","Diagonal (RT)","Vertical"]
[100,"None",1002,"None",1001,"None"]
[101,1011,1013,"None","None",1012]
[102,1021,1024,1022,"None",1023]
[103,1031,1034,1032,"None",1033]
[104,1041,1045,1042,1044,1043]
[105,1051,1055,1052,1054,1053]
[106,1061,1065,1062,1064,1063]
[107,1071,1074,"None",1073,1072]
[108,1081,1084,"None",1083,1082]
[109,1091,1093,"None","None",1092]
[110,1101,"None",1102,"None","None"]
[201,"None",2012,2011,2013,2014]
[202,2021,2022,"None",2023,2024]
[203,2031,2032,"None",2033,2034]
[204,2041,2042,"None",2043,2044]
[205,2051,2052,2055,2053,2054]
[206,2061,2062,2064,"None",2063]
[207,2071,2072,2074,"None",2073]
[208,2081,2082,2084,"None",2083]
[209,2091,"None",2094,2092,2093]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Table",5]
["Member Ends"]
["ID","Member","Angle with Horizontal Measured CCW","Base Metal Plate Thickness Per Side (in)","No. of Sides","Total Base Metal Plate Thickness At Member End (in)","% Remaining Plate Thickness  For Tensile Area (Inner Plate)","% Remaining Plate Thickness  For Whitmore Area (Inner Plate)","% Remaining Plate Thickness For Shear Area (Inner Plate)","% Remaining Plate Thickness For Rivet Count (Inner Plate)","% Remaining Plate Thickness  For Tensile Area (Outer Plate)","% Remaining Plate Thickness For Whitmore Area (Outer Plate)","% Remaining Plate Thickness For Shear Area (Outer Plate)","% Remaining Plate Thickness For Rivet Count (Outer Plate)"]
[1001,"U1 L0",null,0.6,2,{"$f":"D119*E119","v":1.2},1,1,1,1,1,1,1,1]
[1002,"L0 L1",null,0.8125,2,{"$f":"D120*E120","v":1.625},1,1,1,1,1,1,1,1]
[1011,"L0 L1",null,0.8125,2,1.625,1,1,1,1,1,1,1,1]
[1012,"U1 L1",null,{"$f":"0.516+0.125","v":0.64100000000000001},2,1.282,1,1,1,1,1,1,1,1]
[1013,"L1 L2",null,0.8125,2,1.625,1,1,1,1,1,1,1,1]
[1021,"L1 L2",null,{"$f":"13/16+7/16","v":1.25},2,2.5,1.78,1,1.7778,1,1.78,1,1.7778,1]
[1022,"U1 L2",null,0.60599999999999998,2,1.212,1,1,1,1,1,1,1,1]
[1023,"U2 L2",null,0.60599999999999998,2,1.212,1,1,1,1,1,1,1,1]
[1024,"L2 L3",null,{"$f":"0.75+7/16","v":1.1875},2,2.375,1.67,1,1.6667000000000001,1,1.67,1,1.6667000000000001,1]
[1031,"L2 L3",null,{"$f":"0.75+3/8+0.25+3/8","v":1.75},2,3.5,2.33,2.0299999999999998,2.33,1,2.33,2.0299999999999998,2.33,1]
[1032,"U2 L3",null,0.57599999999999996,2,1.1519999999999999,1,1,1,1,1,1,1,1]
[1033,"U3 L3",null,{"$f":"0.516+0.125","v":0.64100000000000001},2,1.282,1,1,1,1,1,1,1,1]
[1034,"L3 L4",null,{"$f":"0.75+3/8+0.25+3/8","v":1.75},2,3.5,2.33,1,2.33,1,2.33,1,2.33,1]
[1041,"L3 L4",null,{"$f":"0.75+5/8+1/8+0.5","v":2},2,4,3,2.52,3,1,3,2.52,3,1]
[1042,"U3 L4",null,{"$f":"0.576+0.125","v":0.70099999999999996},2,1.4019999999999999,1,1,1,1,1,1,1,1]
[1043,"U4 L4",null,{"$f":"0.516+0.125","v":0.64100000000000001},2,1.282,1,1,1,1,1,1,1,1]
[1044,"U5 L4",null,0.54,2,1.08,1,1,1,1,1,1,1,1]
[1045,"L4 L5",null,{"$f":"0.75+5/8+1/8+0.5","v":2},2,4,3,1,3,1,3,1,3,1]
[1051,"L4 L5",null,{"$f":"0.75+0.75","v":1.5},2,3,1,1,1,1,1,1,1,1]
[1052,"U4 L5",null,{"$f":"0.54","v":0.54},2,1.08,1,1,1,1,1,1,1,1]
[1053,"U5 L5",null,{"$f":"0.516+0.125","v":0.64100000000000001},2,1.282,1,1,1,1,1,1,1,1]
[1054,"U6 L5",null,0.54,2,1.08,1,1,1,1,1,1,1,1]
[1055,"L5 L6",null,{"$f":"0.75+0.75","v":1.5},2,3,1,1,1,1,1,1,1,1]
[1061,"L5 L6",null,{"$f":"0.75+5/8+1/8+0.5","v":2},2,4,3,1,3,1,3,1,3,1]
[1062,"U5 L6",null,0.54,2,1.08,1,1,1,1,1,1,1,1]
[1063,"U6 L6",null,{"$f":"0.516+0.125","v":0.64100000000000001},2,1.282,1,1,1,1,1,1,1,1]
[1064,"U7 L6",null,{"$f":"0.576+0.125","v":0.70099999999999996},2,1.4019999999999999,1,1,1,1,1,1,1,1]
[1065,"L6 L7",null,{"$f":"0.75+5/8+1/8+0.5","v":2},2,4,3,2.52,3,1,3,2.52,3,1]
[1071,"L6 L7",null,{"$f":"0.75+3/8+0.25+3/8","v":1.75},2,3.5,2.33,1,2.33,1,2.33,1,2.33,1]
[1072,"U7 L7",null,{"$f":"0.516+0.125","v":0.64100000000000001},2,1.282,1,1,1,1,1,1,1,1]
[1073,"U8 L7",null,0.57599999999999996,2,1.1519999999999999,1,1,1,1,1,1,1,1]
[1074,"L7 L8",null,{"$f":"0.75+3/8+0.25+3/8","v":1.75},2,3.5,2.33,2.0299999999999998,2.33,1,2.33,2.0299999999999998,2.33,1]
[1081,"L7 L8",null,{"$f":"0.75+7/16","v":1.1875},2,2.375,1.67,1,1.6667000000000001,1,1.67,1,1.6667000000000001,1]
[1082,"U8 L8",null,0.60599999999999998,2,1.212,1,1,1,1,1,1,1,1]
[1083,"U9 L8",null,0.60599999999999998,2,1.212,1,1,1,1,1,1,1,1]
[1084,"L8 L9",null,{"$f":"13/16+7/16","v":1.25},2,2.5,1.78,1,1.7778,1,1.78,1,1.7778,1]
[1091,"L8 L9",null,0.8125,2,1.625,1,1,1,1,1,1,1,1]
[1092,"U9 L9",null,{"$f":"0.516+0.125","v":0.64100000000000001},2,1.282,1,1,1,1,1,1,1,1]
[1093,"L9 L10",null,0.8125,2,1.625,1,1,1,1,1,1,1,1]
[1101,"L9 L10",null,0.8125,2,1.625,1,1,1,1,1,1,1,1]
[1102,"U9 L10",null,0.6,2,1.2,1,1,1,1,1,1,1,1]
[2011,"U1 L0",null,{"$f":"0.6+3/8","v":0.97499999999999998},2,1.95,1,1,1,1,1,1,1,1]
[2012,"U1 U2",null,{"$f":"0.7+5/16+7/16","v":1.45},2,2.9,1,1,1,1,1,1,1,1]
[2013,"U1 L2",null,0.60599999999999998,2,1.212,1,1,1,1,1,1,1,1]
[2014,"U1 L1",null,{"$f":"0.516+0.125","v":0.64100000000000001},2,1.282,1,1,1,1,1,1,1,1]
[2021,"U1 U2",null,{"$f":"0.7+3/16+3/8","v":1.2625},2,2.5249999999999999,1,1,1,1,1,1,1,1]
[2022,"U2 U3",null,{"$f":"0.5+3/8+3/8","v":1.25},2,2.5,1,1,1,1,1,1,1,1]
[2023,"U2 L3",null,0.57599999999999996,2,1.1519999999999999,1,1,1,1,1,1,1,1]
[2024,"U2 L2",null,0.60599999999999998,2,1.212,1,1,1,1,1,1,1,1]
[2031,"U2 U3",null,{"$f":"0.5+3/8+3/8","v":1.25},2,2.5,1,1,1,1,1,1,1,1]
[2032,"U3 U4",null,{"$f":"0.6+3/8+3/8","v":1.35},2,2.7,1,1,1,1,1,1,1,1]
[2033,"U3 L4",null,0.57599999999999996,2,1.1519999999999999,1,1,1,1,1,1,1,1]
[2034,"U3 L3",null,{"$f":"0.516+0.125","v":0.64100000000000001},2,1.282,1,1,1,1,1,1,1,1]
[2041,"U3 U4",null,{"$f":"0.6+3/8+3/8","v":1.35},2,2.7,1,1,1,1,1,1,1,1]
[2042,"U4 U5",null,{"$f":"0.6+7/16+3/8","v":1.4125000000000001},2,2.8250000000000002,1,1,1,1,1,1,1,1]
[2043,"U4 L5",null,0.54,2,1.08,1,1,1,1,1,1,1,1]
[2044,"U4 L4",null,{"$f":"0.516+0.125","v":0.64100000000000001},2,1.282,1,1,1,1,1,1,1,1]
[2051,"U4 U5",null,{"$f":"0.6+7/16","v":1.0375000000000001},2,2.0750000000000002,1,1,1,1,1,1,1,1]
[2052,"U5 U6",null,{"$f":"0.6+7/16","v":1.0375000000000001},2,2.0750000000000002,1,1,1,1,1,1,1,1]
[2053,"U5 L6",null,0.54,2,1.08,1,1,1,1,1,1,1,1]
[2054,"U5 L5",null,{"$f":"0.516+0.125","v":0.64100000000000001},2,1.282,1,1,1,1,1,1,1,1]
[2055,"U5 L4",null,0.54,2,1.08,1,1,1,1,1,1,1,1]
[2061,"U5 U6",null,{"$f":"0.6+7/16+3/8","v":1.4125000000000001},2,2.8250000000000002,1,1,1,1,1,1,1,1]
[2062,"U6 U7",null,{"$f":"0.6+3/8+3/8","v":1.35},2,2.7,1,1,1,1,1,1,1,1]
[2063,"U6 L6",null,{"$f":"0.516+0.125","v":0.64100000000000001},2,1.282,1,1,1,1,1,1,1,1]
[2064,"U6 L5",null,0.54,2,{"$f":"D184*E184","v":1.08},1,1,1,1,1,1,1,1]
[2071,"U6 U7",null,{"$f":"0.6+3/8+3/8","v":1.35},2,2.7,1,1,1,1,1,1,1,1]
[2072,"U7 U8",null,{"$f":"0.5+3/8+3/8","v":1.25},2,2.5,1,1,1,1,1,1,1,1]
[2073,"U7 L7",null,{"$f":"0.516+0.125","v":0.64100000000000001},2,1.282,1,1,1,1,1,1,1,1]
[2074,"U7 L6",null,0.57599999999999996,2,1.1519999999999999,1,1,1,1,1,1,1,1]
[2081,"U7 U8",null,{"$f":"0.5+3/8+3/8","v":1.25},2,2.5,1,1,1,1,1,1,1,1]
[2082,"U8 U9",null,{"$f":"0.7+3/16+3/8","v":1.2625},2,2.5249999999999999,1,1,1,1,1,1,1,1]
[2083,"U8 L8",null,0.60599999999999998,2,1.212,1,1,1,1,1,1,1,1]
[2084,"U8 L7",null,0.57599999999999996,2,1.1519999999999999,1,1,1,1,1,1,1,1]
[2091,"U8 U9",null,{"$f":"0.7+5/16+7/16","v":1.45},2,2.9,1,1,1,1,1,1,1,1]
[2092,"U9 L10",null,{"$f":"0.6+3/8","v":0.97499999999999998},2,1.95,1,1,1,1,1,1,1,1]
[2093,"U9 L9",null,{"$f":"0.516+0.125","v":0.64100000000000001},2,1.282,1,1,1,1,1,1,1,1]
[2094,"U9 L8",null,0.60599999999999998,2,1.212,1,1,1,1,1,1,1,1]
[]
[]
[]
[]
["Table",6,null,null,null,null,null,null,"Table","6a"]
["Total Number of Connectors for Both Plates at Member Ends (Each)",null,null,null,null,null,null,null,"Connection Length For One Line of Connrctors For One Plate at Member Ends (Each)"]
["ID","Joint","U/L Chord  (LT)","U/L Chord  (RT)","Diagonal (LT)","Diagonal (RT)","Vertical",null,"ID","Joint","U/L Chord  (LT)","U/L Chord  (RT)","Diagonal (LT)","Diagonal (RT)","Vertical"]
[100,"L0","None",52,"None",80,"None",null,100,"L0","None",22.5,"None",31.5,"None"]
[101,"L1","None","None","None","None",28,null,101,"L1","None","None","None","None",22.75]
[102,"L2",{"$f":"2*30","v":60},{"$f":"2*86","v":172},40,"None",36,null,102,"L2",14,44,28.5,"None",27.25]
[103,"L3",{"$f":"2*36","v":72},{"$f":"2*78","v":156},28,"None",28,null,103,"L3",16,41.25,17.728999999999999,"None",23.5]
[104,"L4",{"$f":"2*36","v":72},{"$f":"2*78","v":156},28,20,24,null,104,"L4",16.875,46.375,19.5,13.5,20.9]
[105,"L5","None","None",20,20,24,null,105,"L5","None","None",12.5,12.5,18.5]
[106,"L6",{"$f":"2*78","v":156},{"$f":"2*36","v":72},20,28,24,null,106,"L6",46.375,16.875,13.5,19.5,20.9]
[107,"L7",{"$f":"2*78","v":156},{"$f":"2*36","v":72},"None",28,28,null,107,"L7",41.25,16,"None",17.728999999999999,23.5]
[108,"L8",{"$f":"2*86","v":172},{"$f":"2*30","v":60},"None",40,36,null,108,"L8",44,14,"None",28.5,27.25]
[109,"L9","None","None","None","None",28,null,109,"L9","None","None","None","None",22.75]
[110,"L10",52,"None",80,"None","None",null,110,"L10",22.5,"None",31.5,"None","None"]
[201,"U1","None",54,{"$f":"2*64","v":128},40,24,null,201,"U1","None",23,26.75,25.5,16.5]
[202,"U2",{"$f":"2*36","v":72},{"$f":"2*38","v":76},"None",28,28,null,202,"U2",15.301,17.420000000000002,"None",20.5,16.5]
[203,"U3",{"$f":"2*40","v":80},{"$f":"2*40","v":80},"None",28,24,null,203,"U3",18.579999999999998,20.635000000000002,"None",19.5,19]
[204,"U4",{"$f":"2*32","v":64},{"$f":"2*36","v":72},"None",20,20,null,204,"U4",12.111000000000001,17,"None",13.5,13.5]
[205,"U5","None","None",20,20,16,null,205,"U5","None","None",13.5,13.5,13.5]
[206,"U6",{"$f":"2*36","v":72},{"$f":"2*32","v":64},20,"None",20,null,206,"U6",17,12.111000000000001,13.5,"None",13.5]
[207,"U7",{"$f":"2*40","v":80},{"$f":"2*40","v":80},28,"None",24,null,207,"U7",20.635000000000002,18.579999999999998,19.5,"None",19]
[208,"U8",{"$f":"2*38","v":76},{"$f":"2*36","v":72},28,"None",28,null,208,"U8",17.420000000000002,15.301,20.5,"None",16.5]
[209,"U9",54,"None",40,{"$f":"2*64","v":128},24,null,209,"U9",23,"None",25.5,26.75,16.5]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Table",{"$f":"1+B201","v":7}]
["Member Angle Perpendicular to The Gusset Plate Horizontal Shear Axis",null,null,null,null,null,null,"Note: Enter angles closest to plate axis (x or y direction)"]
["ID","Joint","U/L Chord  (LT)","U/L Chord  (RT)","Diagonal (LT)","Diagonal (RT)","Vertical","CTY Note: Angle with Horizontal is to assumed shear horizontal axis for upper chord and the angle to the vertical is always measured CCW"]
[100,"L0","None",0,"None",48.24,90]
[101,"L1",0,0,"None","None",90]
[102,"L2",0,0,48.24,"None",90]
[103,"L3",0,0,54.2,"None",90]
[104,"L4",0,0,57.12,57.99,90]
[105,"L5",0,0,57.99,57.99,90]
[106,"L6",0,0,57.99,57.12,90]
[107,"L7",0,0,"None",54.2,90]
[108,"L8",0,0,"None",48.24,90]
[109,"L9",0,0,"None","None",90]
[110,"L10",0,0,48.24,"None",90]
[201,"U1","None",0,33.31,63.17,75.069999999999993]
[202,"U2",-5.84,0,"None",63.29,80.91]
[203,"U3",-6.04,0,"None",60.17,86.95]
[204,"U4",-3.05,0,"None",57.99,90]
[205,"U5",0,0,57.99,57.99,90]
[206,"U6",0,-3.05,57.99,"None",90]
[207,"U7",0,-6.04,60.17,"None",93.05]
[208,"U8",0,-5.84,63.29,"None",99.09]
[209,"U9",0,"None",63.17,33.31,104.93]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Note: Enter angles closest to plate axis (x or y direction)"]
[]
[]
[]
[]
[]
[]
["Table",{"$f":"1+B251","v":8}]
[" Effective Gross Whitmore Width for One Gusset Plate (in)"]
["ID","ID","Chord  (LT)","Chord  (RT)","Diagonal (LT)","Diagonal (RT)","Vertical"]
[100,"L0","None",36.249000000000002,"None",46.140999999999998,"None"]
[101,"L1","None","None","None","None",14.196999999999999]
[102,"L2",21.928000000000001,39.249000000000002,39.677,"None",33.500999999999998]
[103,"L3",23.372,35.320999999999998,23.975000000000001,"None",28.457999999999998]
[104,"L4",23.66,32.081000000000003,25.827000000000002,18.898,26.361000000000001]
[105,"L5","None","None",16.266999999999999,16.266999999999999,25.13]
[106,"L6",32.081000000000003,23.66,18.898,25.827000000000002,26.361000000000001]
[107,"L7",35.320999999999998,23.372,"None",23.975000000000001,28.457999999999998]
[108,"L8",39.249000000000002,21.928000000000001,"None",39.677,33.500999999999998]
[109,"L9","None","None","None","None",14.196999999999999]
[110,"L10",36.249000000000002,"None",46.140999999999998,"None","None"]
[201,"U1","None",27.161999999999999,29.327000000000002,39.674999999999997,22.321000000000002]
[202,"U2",23.948,25.943999999999999,"None",28.777000000000001,26.321000000000002]
[203,"U3",25.349,25.550999999999998,"None",25.827000000000002,25.207000000000001]
[204,"U4",21.120999999999999,23.698,"None",17.420999999999999,18.856000000000002]
[205,"U5","None","None",17.420999999999999,17.420999999999999,18.856000000000002]
[206,"U6",23.698,21.120999999999999,17.420999999999999,"None",18.856000000000002]
[207,"U7",25.550999999999998,25.349,25.827000000000002,"None",25.207000000000001]
[208,"U8",25.943999999999999,23.948,28.777000000000001,"None",26.321000000000002]
[209,"U9",27.161999999999999,"None",39.674999999999997,29.327000000000002,22.321000000000002]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Table",{"$f":"1+B301","v":9}]
["Unbraced Column Length Below Member (in)",null,null,null,null,null,null,"Lc"]
["ID","ID","Chord  (LT)","Chord  (RT)","Diagonal (LT)","Diagonal (RT)","Vertical"]
[100,"L0","None",8.5,"None",3.165,"None"]
[101,"L1","None","None","None","None",5]
[102,"L2",7.67,2.5,3.1259999999999999,"None",5]
[103,"L3",7.915,3.5,5.3840000000000003,"None",4.5]
[104,"L4",8.09,3,2.6970000000000001,3.468,4.3540000000000001]
[105,"L5","None","None",5.1890000000000001,5.1890000000000001,6.1820000000000004]
[106,"L6",3,8.09,3.468,2.6970000000000001,4.3540000000000001]
[107,"L7",3.5,7.915,"None",5.3840000000000003,4.5]
[108,"L8",2.5,7.67,"None",3.1259999999999999,5]
[109,"L9","None","None","None","None",5]
[110,"L10",8.5,"None",3.165,"None","None"]
[201,"U1","None",8.4459999999999997,5.5049999999999999,3.149,3.8029999999999999]
[202,"U2",3.395,2.6520000000000001,"None",4.0979999999999999,4.1680000000000001]
[203,"U3",3.6579999999999999,3.7029999999999998,"None",2.3679999999999999,4.7990000000000004]
[204,"U4",2.4279999999999999,2.4279999999999999,"None",2.98,3.6739999999999999]
[205,"U5","None","None",2.823,2.823,1.8620000000000001]
[206,"U6",2.4279999999999999,2.4279999999999999,2.98,"None",3.6739999999999999]
[207,"U7",3.7029999999999998,3.6579999999999999,2.3679999999999999,"None",4.7990000000000004]
[208,"U8",2.6520000000000001,3.395,4.0979999999999999,"None",4.1680000000000001]
[209,"U9",8.4459999999999997,"None",3.149,5.5049999999999999,3.8029999999999999]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Table",{"$f":"1+B351","v":10}]
["Effective Net Whitmore Width for One Gusset Plate (inch)"]
["ID","ID","Chord  (LT)","Chord  (RT)","Diagonal (LT)","Diagonal (RT)","Vertical"]
[100,"L0",{"$f":"C304","v":"None"},{"$f":"D304-4*1","v":32.249000000000002},{"$f":"E304","v":"None"},{"$f":"F304-7*1","v":39.140999999999998},{"$f":"G304","v":"None"}]
[101,"L1","None","None",{"$f":"E305","v":"None"},{"$f":"F305","v":"None"},{"$f":"G305-2*1","v":12.196999999999999}]
[102,"L2",{"$f":"C306-3*1","v":18.928000000000001},{"$f":"D306-5*1","v":34.249000000000002},{"$f":"E306-4*1","v":35.677},{"$f":"F306","v":"None"},31.500999999999998]
[103,"L3",{"$f":"C307-3*1","v":20.372},{"$f":"D307-3*1","v":32.320999999999998},{"$f":"E307-3*1","v":20.975000000000001},{"$f":"F307","v":"None"},26.457999999999998]
[104,"L4",{"$f":"C308-3*1","v":20.66},{"$f":"D308-3*1","v":29.081000000000003},{"$f":"E308-5*1","v":20.827000000000002},{"$f":"F308-3*1","v":15.898},24.361000000000001]
[105,"L5","None","None",{"$f":"E309-3*1","v":13.266999999999999},{"$f":"F309-3*1","v":13.266999999999999},23.13]
[106,"L6",{"$f":"C310-3*1","v":29.081000000000003},{"$f":"D310-3*1","v":20.66},{"$f":"E310-3*1","v":15.898},{"$f":"F310-5*1","v":20.827000000000002},24.361000000000001]
[107,"L7",{"$f":"C311-3*1","v":32.320999999999998},{"$f":"D311-3*1","v":20.372},{"$f":"E311","v":"None"},{"$f":"F311-3*1","v":20.975000000000001},26.457999999999998]
[108,"L8",{"$f":"C312-5*1","v":34.249000000000002},{"$f":"D312-3*1","v":18.928000000000001},{"$f":"E312","v":"None"},{"$f":"F312-4*1","v":35.677},31.500999999999998]
[109,"L9","None","None",{"$f":"E313","v":"None"},{"$f":"F313","v":"None"},12.196999999999999]
[110,"L10",{"$f":"C314-4*1","v":32.249000000000002},{"$f":"D314","v":"None"},{"$f":"E314-7*1","v":39.140999999999998},{"$f":"F314","v":"None"},{"$f":"G314","v":"None"}]
[201,"U1",{"$f":"C315","v":"None"},{"$f":"D315-4*1","v":23.161999999999999},{"$f":"E315-5*1","v":24.327000000000002},{"$f":"F315-4*1","v":35.674999999999997},{"$f":"G315-3*1","v":19.321000000000002}]
[202,"U2",{"$f":"C316-2*1","v":21.948},{"$f":"D316-3*1","v":22.943999999999999},{"$f":"E316","v":"None"},{"$f":"F316-4*1","v":24.777000000000001},{"$f":"G316-2*1","v":24.321000000000002}]
[203,"U3",{"$f":"C317-3*1","v":22.349},{"$f":"D317-4*1","v":21.550999999999998},{"$f":"E317","v":"None"},{"$f":"F317-4*1","v":21.827000000000002},23.207000000000001]
[204,"U4",{"$f":"C318-4*1","v":17.120999999999999},{"$f":"D318-4*1","v":19.698},{"$f":"E318","v":"None"},{"$f":"F318-2*1","v":15.420999999999999},16.856000000000002]
[205,"U5","None","None",{"$f":"E319-3*1","v":14.420999999999999},{"$f":"F319-3*1","v":14.420999999999999},16.856000000000002]
[206,"U6",{"$f":"C320-4*1","v":19.698},{"$f":"D320-4*1","v":17.120999999999999},{"$f":"E320-2*1","v":15.420999999999999},{"$f":"F320","v":"None"},16.856000000000002]
[207,"U7",{"$f":"C321-4*1","v":21.550999999999998},{"$f":"D321-3*1","v":22.349},{"$f":"E321-4*1","v":21.827000000000002},{"$f":"F321","v":"None"},23.207000000000001]
[208,"U8",{"$f":"C322-3*1","v":22.943999999999999},{"$f":"D322-2*1","v":21.948},{"$f":"E322-4*1","v":24.777000000000001},{"$f":"F322","v":"None"},24.321000000000002]
[209,"U9",{"$f":"C323-4*1","v":23.161999999999999},{"$f":"D323","v":"None"},{"$f":"E323-4*1","v":35.674999999999997},{"$f":"F323-5*1","v":24.327000000000002},{"$f":"G323-3*1","v":19.321000000000002}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Table",{"$f":"1+B401","v":11}]
["Effective Gross Tensile Width for One Gusset Plate - Gross Distance Between the Exterior Connectors on Bottom  (inch)"]
["ID","Joint","Chord  (LT)","Chord  (RT)","Diagonal (LT)","Diagonal (RT)","Vertical"]
[100,"L0","None",12,"None",11.5,"None"]
[101,"L1","None","None","None","None",4.992]
[102,"L2",12,12,8.5,"None",8.5]
[103,"L3",12,12,5.5,"None",4.9989999999999997]
[104,"L4",12,12,5.0419999999999998,5.0419999999999998,4.9989999999999997]
[105,"L5","None","None",3.5649999999999999,3.5649999999999999,5.5]
[106,"L6",12,12,5.0419999999999998,5.0419999999999998,4.9989999999999997]
[107,"L7",12,12,"None",5.5,4.9989999999999997]
[108,"L8",12,12,"None",8.5,8.5]
[109,"L9","None","None","None","None",4.992]
[110,"L10",12,"None",11.5,"None","None"]
[201,"U1","None",11.999000000000001,11.999000000000001,8.4979999999999993,5]
[202,"U2",11.999000000000001,11.999000000000001,"None",7.992,5.5359999999999996]
[203,"U3",11.999000000000001,11.999000000000001,"None",5.0419999999999998,5]
[204,"U4",11.999000000000001,11.999000000000001,"None",3.5649999999999999,4.9989999999999997]
[205,"U5","None","None",3.5649999999999999,3.5649999999999999,4.9989999999999997]
[206,"U6",11.999000000000001,11.999000000000001,3.5649999999999999,"None",4.9989999999999997]
[207,"U7",11.999000000000001,11.999000000000001,5.0419999999999998,"None",5]
[208,"U8",11.999000000000001,11.999000000000001,7.992,"None",5.5359999999999996]
[209,"U9",11.999000000000001,"None",8.4979999999999993,11.999000000000001,5]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Table",{"$f":"1+B451","v":12}]
["Effective Net Tensile Width for One Gusset Plate - Net Distance Between the Exterior Connectors on Bottom  (inch)"]
["ID","ID","Chord  (LT)","Chord  (RT)","Diagonal (LT)","Diagonal (RT)","Vertical"]
[100,"L0",{"$f":"C454","v":"None"},{"$f":"D454-3*1","v":9},{"$f":"E454","v":"None"},{"$f":"F454-4*1","v":7.5},{"$f":"G454","v":"None"}]
[101,"L1","None","None",{"$f":"E455","v":"None"},{"$f":"F455","v":"None"},{"$f":"G455-2*1","v":2.992}]
[102,"L2",{"$f":"C456-3*1","v":9},9,{"$f":"E456-2*1","v":6.5},{"$f":"F456","v":"None"},6.5]
[103,"L3",9,9,{"$f":"E457-2*1","v":3.5},{"$f":"F457","v":"None"},2.9989999999999997]
[104,"L4",9,9,{"$f":"E458-2*1","v":3.0419999999999998},{"$f":"F458-2*1","v":3.0419999999999998},2.9989999999999997]
[105,"L5","None","None",{"$f":"E459-2*1","v":1.5649999999999999},{"$f":"F459-2*1","v":1.5649999999999999},3.5]
[106,"L6",9,9,{"$f":"E460-2*1","v":3.0419999999999998},{"$f":"F460-2*1","v":3.0419999999999998},2.9989999999999997]
[107,"L7",9,9,{"$f":"E461","v":"None"},{"$f":"F461-2*1","v":3.5},2.9989999999999997]
[108,"L8",9,9,{"$f":"E462","v":"None"},{"$f":"F462-2*1","v":6.5},6.5]
[109,"L9","None","None",{"$f":"E463","v":"None"},{"$f":"F463","v":"None"},2.992]
[110,"L10",9,{"$f":"D464","v":"None"},{"$f":"E464-4*1","v":7.5},{"$f":"F464","v":"None"},{"$f":"G464","v":"None"}]
[201,"U1",{"$f":"C465","v":"None"},{"$f":"D465-4*1","v":7.9990000000000006},{"$f":"E465-4*1","v":7.9990000000000006},{"$f":"F465-2*1","v":6.4979999999999993},3]
[202,"U2",{"$f":"C466-4*1","v":7.9990000000000006},{"$f":"D466-4*1","v":7.9990000000000006},{"$f":"E466","v":"None"},5.992,3.5359999999999996]
[203,"U3",{"$f":"C467-4*1","v":7.9990000000000006},7.9990000000000006,{"$f":"E467","v":"None"},3.0419999999999998,3]
[204,"U4",7.9990000000000006,7.9990000000000006,{"$f":"E468","v":"None"},1.5649999999999999,2.9989999999999997]
[205,"U5","None","None",{"$f":"E469-2*1","v":1.5649999999999999},1.5649999999999999,2.9989999999999997]
[206,"U6",7.9990000000000006,7.9990000000000006,{"$f":"E470-2*1","v":1.5649999999999999},{"$f":"F470","v":"None"},{"$f":"G470-2*1","v":2.9989999999999997}]
[207,"U7",7.9990000000000006,7.9990000000000006,{"$f":"E471-2*1","v":3.0419999999999998},{"$f":"F471","v":"None"},{"$f":"G471-2*1","v":3}]
[208,"U8",7.9990000000000006,7.9990000000000006,{"$f":"E472-2*1","v":5.992},{"$f":"F472","v":"None"},{"$f":"G472-2*1","v":3.5359999999999996}]
[209,"U9",{"$f":"C473-4*1","v":7.9990000000000006},{"$f":"D473","v":"None"},{"$f":"E473-2*1","v":6.4979999999999993},{"$f":"F473-4*1","v":7.9990000000000006},{"$f":"G473-2*1","v":3}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,"Note: For chords, enter length for both lines"]
[]
["Table",{"$f":"1+B501","v":13}]
["Total Gross Length Resisting Shear Stress Per One Gusset Plate (inch)"]
["ID","ID","Chord  (LT)","Chord  (RT)","Diagonal (LT)","Diagonal (RT)","Vertical"]
[100,"L0","None",{"$f":"31.75+22.5","v":54.25},"None",{"$f":"31.5+42.996","v":74.496000000000009},"None"]
[101,"L1","None","None","None","None",{"$f":"2*O205","v":45.5}]
[102,"L2",28,88,57,"None",54.5]
[103,"L3",32,82.5,35.457999999999998,"None",47]
[104,"L4",33.75,92.75,39,27,41.8]
[105,"L5","None","None",25,25,37]
[106,"L6",92.75,33.75,27,39,41.8]
[107,"L7",82.5,32,"None",35.457999999999998,47]
[108,"L8",88,28,"None",57,54.5]
[109,"L9","None","None","None","None",45.5]
[110,"L10",{"$f":"31.75+22.5","v":54.25},"None",{"$f":"31.5+42.996","v":74.496000000000009},"None","None"]
[201,"U1","None",46,53.5,51,33]
[202,"U2",30.602,34.840000000000003,"None",41,33]
[203,"U3",37.159999999999997,41.27,"None",39,38]
[204,"U4",24.222000000000001,34,"None",27,27]
[205,"U5","None","None",27,27,27]
[206,"U6",34,24.222000000000001,27,"None",{"$f":"2*O220","v":27}]
[207,"U7",41.27,37.159999999999997,39,"None",{"$f":"2*O221","v":38}]
[208,"U8",34.840000000000003,30.602,41,"None",{"$f":"2*O222","v":33}]
[209,"U9",46,"None",{"$f":"2*M223","v":51},{"$f":"2*N223","v":53.5},{"$f":"2*O223","v":33}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,"Note: enter length for both lines"]
[]
["Table",{"$f":"1+B551","v":14}]
["Total Net Length Resisting Shear Stress Per One Gusset Plate (inch)"]
["ID","ID","Chord  (LT)","Chord  (RT)","Diagonal (LT)","Diagonal (RT)","Vertical"]
[100,"L0",{"$f":"C554","v":"None"},{"$f":"D554-11*1-8*1","v":35.25},{"$f":"E554","v":"None"},{"$f":"F554-11*1-14*1","v":49.496000000000009},{"$f":"G554","v":"None"}]
[101,"L1","None","None",{"$f":"E555","v":"None"},{"$f":"F555","v":"None"},{"$f":"G555-14*1","v":31.5}]
[102,"L2",{"$f":"C556-10*1","v":18},{"$f":"D556-26*1","v":62},{"$f":"E556-10*1","v":47},{"$f":"F556","v":"None"},{"$f":"G556-10*1","v":44.5}]
[103,"L3",{"$f":"C557-12*1","v":20},{"$f":"D557-26*1","v":56.5},{"$f":"E557-12*1","v":23.457999999999998},{"$f":"F557","v":"None"},{"$f":"G557-14*1","v":33}]
[104,"L4",{"$f":"C558-12*1","v":21.75},{"$f":"D558-28*1","v":64.75},{"$f":"E558-14*1","v":25},{"$f":"F558-10*1","v":17},{"$f":"G558-12*1","v":29.799999999999997}]
[105,"L5","None","None",{"$f":"E559-10*1","v":15},{"$f":"F559-10*1","v":15},{"$f":"G559-12*1","v":25}]
[106,"L6",{"$f":"C560-28*1","v":64.75},{"$f":"D560-12*1","v":21.75},{"$f":"E560-10*1","v":17},{"$f":"F560-14*1","v":25},{"$f":"G560-12*1","v":29.799999999999997}]
[107,"L7",{"$f":"C561-26*1","v":56.5},{"$f":"D561-12*1","v":20},{"$f":"E561","v":"None"},{"$f":"F561-12*1","v":23.457999999999998},{"$f":"G561-14*1","v":33}]
[108,"L8",{"$f":"C562-26*1","v":62},{"$f":"D562-10*1","v":18},{"$f":"E562","v":"None"},{"$f":"F562-10*1","v":47},{"$f":"G562-10*1","v":44.5}]
[109,"L9","None","None",{"$f":"E563","v":"None"},{"$f":"F563","v":"None"},{"$f":"G563-14*1","v":31.5}]
[110,"L10",{"$f":"C564-11*1-8*1","v":35.25},{"$f":"D564","v":"None"},{"$f":"E564-11*1-14*1","v":49.496000000000009},{"$f":"F564","v":"None"},{"$f":"G564","v":"None"}]
[201,"U1",{"$f":"C565","v":"None"},{"$f":"D565-16*1","v":30},{"$f":"E565-18*1","v":35.5},{"$f":"F565-10*1","v":41},{"$f":"G565-12*1","v":21}]
[202,"U2",{"$f":"C566-10*1","v":20.602},{"$f":"D566-10*1","v":24.840000000000003},{"$f":"E566","v":"None"},{"$f":"F566-14*1","v":27},{"$f":"G566-6*1","v":27}]
[203,"U3",{"$f":"C567-12*1","v":25.159999999999997},{"$f":"D567-12*1","v":29.270000000000003},{"$f":"E567","v":"None"},{"$f":"F567-14*1","v":25},{"$f":"G567-12*1","v":26}]
[204,"U4",{"$f":"C568-8*1","v":16.222000000000001},{"$f":"D568-10*1","v":24},{"$f":"E568","v":"None"},{"$f":"F568-10*1","v":17},{"$f":"G568-10*1","v":17}]
[205,"U5","None","None",{"$f":"E569-10*1","v":17},{"$f":"F569-10*1","v":17},{"$f":"G569-8*1","v":19}]
[206,"U6",{"$f":"C570-10*1","v":24},{"$f":"D570-8*1","v":16.222000000000001},{"$f":"E570-10*1","v":17},{"$f":"F570","v":"None"},{"$f":"G570-10*1","v":17}]
[207,"U7",{"$f":"C571-12*1","v":29.270000000000003},{"$f":"D571-12*1","v":25.159999999999997},{"$f":"E571-14*1","v":25},{"$f":"F571","v":"None"},{"$f":"G571-12*1","v":26}]
[208,"U8",{"$f":"C572-10*1","v":24.840000000000003},{"$f":"D572-10*1","v":20.602},{"$f":"E572-14*1","v":27},{"$f":"F572","v":"None"},{"$f":"G572-6*1","v":27}]
[209,"U9",{"$f":"C573-16*1","v":30},{"$f":"D573","v":"None"},{"$f":"E573-10*1","v":41},{"$f":"F573-18*1","v":35.5},{"$f":"G573-12*1","v":21}]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Table",{"$f":"1+B601","v":15}]
["Member Ends at Joint Centers?"]
["ID","Member","Spliced at Joint","Milled Butt End Splice","Additional Thickness For Splice at Joint (inch)"]
[1001,"U1 L0","Yes","No"]
[1002,"L0 L1","Yes","No"]
[1011,"L0 L1","No","No"]
[1012,"U1 L1","Yes","No"]
[1013,"L1 L2","No","No"]
[1021,"L1 L2","Yes","No"]
[1022,"U1 L2","Yes","No"]
[1023,"U2 L2","Yes","No"]
[1024,"L2 L3","Yes","No"]
[1031,"L2 L3","Yes","No"]
[1032,"U2 L3","Yes","No"]
[1033,"U3 L3","Yes","No"]
[1034,"L3 L4","Yes","No"]
[1041,"L3 L4","Yes","No"]
[1042,"U3 L4","Yes","No"]
[1043,"U4 L4","Yes","No"]
[1044,"U5 L4","Yes","No"]
[1045,"L4 L5","Yes","No"]
[1051,"L4 L5","No","No"]
[1052,"U4 L5","Yes","No"]
[1053,"U5 L5","Yes","No"]
[1054,"U6 L5","Yes","No"]
[1055,"L5 L6","No","No"]
[1061,"L5 L6","Yes","No"]
[1062,"U5 L6","Yes","No"]
[1063,"U6 L6","Yes","No"]
[1064,"U7 L6","Yes","No"]
[1065,"L6 L7","Yes","No"]
[1071,"L6 L7","Yes","No"]
[1072,"U7 L7","Yes","No"]
[1073,"U8 L7","Yes","No"]
[1074,"L7 L8","Yes","No"]
[1081,"L7 L8","Yes","No"]
[1082,"U8 L8","Yes","No"]
[1083,"U9 L8","Yes","No"]
[1084,"L8 L9","Yes","No"]
[1091,"L8 L9","No","No"]
[1092,"U9 L9","Yes","No"]
[1093,"L9 L10","No","No"]
[1101,"L9 L10","Yes","No"]
[1102,"U9 L10","Yes","No"]
[2011,"U1 L0","Yes","Yes"]
[2012,"U1 U2","Yes","Yes"]
[2013,"U1 L2","Yes","No"]
[2014,"U1 L1","Yes","No"]
[2021,"U1 U2","Yes","Yes"]
[2022,"U2 U3","Yes","Yes"]
[2023,"U2 L3","Yes","No"]
[2024,"U2 L2","Yes","No"]
[2031,"U2 U3","Yes","Yes"]
[2032,"U3 U4","Yes","Yes"]
[2033,"U3 L4","Yes","No"]
[2034,"U3 L3","Yes","No"]
[2041,"U3 U4","Yes","Yes"]
[2042,"U4 U5","Yes","Yes"]
[2043,"U4 L5","Yes","No"]
[2044,"U4 L4","Yes","No"]
[2051,"U4 U5","No","No"]
[2052,"U5 U6","No","No"]
[2053,"U5 L6","Yes","No"]
[2054,"U5 L5","Yes","No"]
[2055,"U5 L4","Yes","No"]
[2061,"U5 U6","Yes","Yes"]
[2062,"U6 U7","Yes","Yes"]
[2063,"U6 L6","Yes","No"]
[2064,"U6 L5","Yes","No"]
[2071,"U6 U7","Yes","Yes"]
[2072,"U7 U8","Yes","Yes"]
[2073,"U7 L7","Yes","No"]
[2074,"U7 L6","Yes","No"]
[2081,"U7 U8","Yes","Yes"]
[2082,"U8 U9","Yes","Yes"]
[2083,"U8 L8","Yes","No"]
[2084,"U8 L7","Yes","No"]
[2091,"U8 U9","Yes","Yes"]
[2092,"U9 L10","Yes","Yes"]
[2093,"U9 L9","Yes","No"]
[2094,"U9 L8","Yes","No"]
[]
[]
[]
[]
[]
[]
[]
["Table",{"$f":"B651+1","v":16}]
["Upper Quadrant Gross Horizontal Width for One Gusset Only  (in)"]
["ID","Joint","Diagonal (LT)","Diagonal (RT)","Vertical  Member Width"]
[100,"L0"]
[101,"L1"]
[102,"L2",42.5,null,8.5]
[103,"L3",44,null,8.0050000000000008]
[104,"L4",45.125,16.125,4.9989999999999997]
[105,"L5",15.875,15.875,5.5]
[106,"L6",16.125,45.125,4.9989999999999997]
[107,"L7",null,44,8.0050000000000008]
[108,"L8",null,42.5,8.5]
[109,"L9"]
[110,"L10"]
[201,"U1",null,26.145,5]
[202,"U2",null,19.722999999999999,5.5359999999999996]
[203,"U3",null,21.919,5]
[204,"U4",null,16.25,4.9989999999999997]
[205,"U5",16.125,16.125,4.9989999999999997]
[206,"U6",16.25,null,4.9989999999999997]
[207,"U7",21.919,null,5]
[208,"U8",19.722999999999999,null,5.5359999999999996]
[209,"U9",26.145,null,5]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Table",{"$f":"B739+1","v":17}]
["Upper Quadrant Net Horizontal Width for One Gusset Only (in)"]
["ID","Joint","Diagonal (LT)","Diagonal (RT)","Vertical  Member Width"]
[100,"L0"]
[101,"L1"]
[102,"L2",{"$f":"C744-13*1","v":29.5},null,{"$f":"E744-2*1","v":6.5}]
[103,"L3",{"$f":"C745-15*1","v":29},null,6.0050000000000008]
[104,"L4",{"$f":"C746-15*1","v":30.125},{"$f":"D746-5*1","v":11.125},2.9989999999999997]
[105,"L5",{"$f":"C747-5*1","v":10.875},{"$f":"D747-5*1","v":10.875},3.5]
[106,"L6",{"$f":"C748-5*1","v":11.125},{"$f":"D748-15*1","v":30.125},2.9989999999999997]
[107,"L7",null,{"$f":"D749-15*1","v":29},6.0050000000000008]
[108,"L8",null,{"$f":"D750-13*1","v":29.5},6.5]
[109,"L9"]
[110,"L10"]
[201,"U1",null,{"$f":"D753-9*1","v":17.145},3]
[202,"U2",null,{"$f":"D754-5*1","v":14.722999999999999},3.5359999999999996]
[203,"U3",null,{"$f":"D755-6*1","v":15.919},3]
[204,"U4",null,{"$f":"D756-4*1","v":12.25},2.9989999999999997]
[205,"U5",{"$f":"C757-5*1","v":11.125},{"$f":"D757-5*1","v":11.125},2.9989999999999997]
[206,"U6",{"$f":"C758-4*1","v":12.25},null,2.9989999999999997]
[207,"U7",{"$f":"C759-6*1","v":15.919},null,3]
[208,"U8",{"$f":"C760-5*1","v":14.722999999999999},null,3.5359999999999996]
[209,"U9",{"$f":"C761-9*1","v":17.145},null,3]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Table",{"$f":"B789+1","v":18}]
["Upper Quadrant Gross Vertical Width for One Gusset Only  (in)"]
["ID","Joint","Diagonal (LT)","Diagonal (RT)"]
[100,"L0"]
[101,"L1"]
[102,"L2",32.25]
[103,"L3",28]
[104,"L4",25.254000000000001,25.254000000000001]
[105,"L5",24.681999999999999,24.681999999999999]
[106,"L6",25.524000000000001,25.254000000000001]
[107,"L7",null,28]
[108,"L8",null,32.25]
[109,"L9"]
[110,"L10"]
[201,"U1",null,30.039000000000001]
[202,"U2",null,28.466999999999999]
[203,"U3",null,24.524999999999999]
[204,"U4",null,19.286000000000001]
[205,"U5",19.085999999999999,19.085999999999999]
[206,"U6",19.286000000000001]
[207,"U7",24.524999999999999]
[208,"U8",28.466999999999999]
[209,"U9",30.039000000000001]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Table",{"$f":"B839+1","v":19}]
["Upper Quadrant Net Vertical Width for One Gusset Only  (in)"]
["ID","Joint","Diagonal (LT)","Diagonal (RT)"]
[100,"L0"]
[101,"L1"]
[102,"L2",{"$f":"C844-5*1","v":27.25}]
[103,"L3",{"$f":"C845-8*1","v":20}]
[104,"L4",{"$f":"C846-7*1","v":18.254000000000001},18.254000000000001]
[105,"L5",17.681999999999999,17.681999999999999]
[106,"L6",18.524000000000001,18.254000000000001]
[107,"L7",null,{"$f":"D849-8*1","v":20}]
[108,"L8",null,{"$f":"D850-5*1","v":27.25}]
[109,"L9"]
[110,"L10"]
[201,"U1",null,{"$f":"D853-7*1","v":23.039000000000001}]
[202,"U2",null,{"$f":"D854-3*1","v":25.466999999999999}]
[203,"U3",null,{"$f":"D855-7*1","v":17.524999999999999}]
[204,"U4",null,{"$f":"D856-5*1","v":14.286000000000001}]
[205,"U5",{"$f":"C857-5*1","v":14.085999999999999},{"$f":"D857-5*1","v":14.085999999999999}]
[206,"U6",{"$f":"C858-5*1","v":14.286000000000001}]
[207,"U7",{"$f":"C859-7*1","v":17.524999999999999}]
[208,"U8",{"$f":"C860-3*1","v":25.466999999999999}]
[209,"U9",{"$f":"C861-7*1","v":23.039000000000001}]

{"sheet":"Gusset Plate Rating Summary","index":3,"n_rows":25,"n_cols":9,"rows_kept":25,"cut":false,"hidden":false,"merged":[[2,0,3,8]]}
["Start Joint ID",100,null,null,null,"Made By:","CTY","Date:","2009-05-27"]
["End Joint ID",209,null,null,null,"Checked By:","JAK","Date:","2009-05-28"]
["Spans 2 and 3 As-Built - Gusset Plate Ratings"]
[]
["Joint Name","HS-20 (Inventory)","HS-20 (Operating)","2F1 (Operating)","3F1 (Operating)","4F1 (Operating)","5C1 (Operating)","ODOT Truck Train (Operating)","Edge Stiffeness AASHTO 10.16.11.3"]
["L0",1.1107132034107785,1.8540366549241454,6.287571498975538,4.1336640476049986,3.5533927552080673,2.6027515300349271,1.7812614491088596,"OK"]
["L1",1.4962673077605231,2.4976154291079502,4.7651795901873459,3.2195109597875673,2.8942892202525807,3.3020220960406927,3.3036399412616828,"OK"]
["L2",1.3348558068140328,2.2281823852203471,7.1963843937621164,4.7363105833538865,4.0764647955070634,3.0196259064142486,2.2414060195539993,"OK"]
["L3",1.0534927752304319,1.7585225555769515,5.7440602639042995,3.7853239673684267,3.2631527898513184,2.4447459481854872,1.7039711860350886,"OK"]
["L4",0.66847119852479464,1.1158326929221571,3.7155618274142426,2.4490769134050789,2.1039972498482973,1.5510050133889315,1.104927662726062,"OK"]
["L5",1.4539897442116609,2.4270444191840799,5.8543931895274577,3.8756112715604276,3.3569833963758637,2.6505268382873663,2.4293676908042308,"OK"]
["L6",0.66847119852479464,1.1158326929221571,3.7155618274142426,2.4490769134050789,2.1039972498482973,1.5510050133889315,1.104927662726062,"OK"]
["L7",1.0534927752304319,1.7585225555769515,5.7440602639042995,3.7853239673684267,3.2631527898513184,2.4447459481854872,1.7039711860350886,"OK"]
["L8",1.3348558068140328,2.2281823852203471,7.1963843937621164,4.7363105833538865,4.0764647955070634,3.0196259064142486,2.2414060195539993,"OK"]
["L9",1.4962673077605231,2.4976154291079502,4.7651795901873459,3.2195109597875673,2.8942892202525807,3.3020220960406927,3.3036399412616828,"OK"]
["L10",1.1107132034107785,1.8540366549241454,6.287571498975538,4.1336640476049986,3.5533927552080673,2.6027515300349271,1.7812614491088596,"OK"]
["U1",1.2088624259864269,2.0178703572234973,3.8498779795413665,2.6011032982895275,2.338350554178438,2.6677655930710253,2.2414060195539993,"OK"]
["U2",1.1685016223995712,1.9504988620054378,5.7440602639042995,3.7853239673684267,3.2631527898513184,2.4524987347375431,1.950755810874099,"OK"]
["U3",1.4756851566483236,2.4632590691745091,6.6105644347174017,4.3651018448865999,3.7699024995458981,2.8907865805341446,2.4400746638037489,"OK"]
["U4",1.4539897442116609,2.4270444191840799,5.8543931895274577,3.8756112715604276,3.3569833963758637,2.6505268382873663,2.4293676908042308,"OK"]
["U5",2.206931452862964,3.6838778867020245,8.2923368900665171,5.5086793259280737,4.5954117816730005,3.9661900720173455,3.9661900720173455,"OK"]
["U6",1.4539897442116609,2.4270444191840799,5.8543931895274577,3.8756112715604276,3.3569833963758637,2.6505268382873663,2.4293676908042308,"OK"]
["U7",1.4756851566483236,2.4632590691745091,6.6105644347174017,4.3651018448865999,3.7699024995458981,2.8907865805341446,2.4400746638037489,"OK"]
["U8",1.1685016223995712,1.9504988620054378,5.7440602639042995,3.7853239673684267,3.2631527898513184,2.4524987347375431,1.950755810874099,"OK"]
["U9",1.2088624259864269,2.0178703572234973,3.8498779795413665,2.6011032982895275,2.338350554178438,2.6677655930710253,2.2414060195539993,"OK"]