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["EVALUATION OF PRECAST, PRESTRESSED ADJACENT BOX BEAM BRIDGES"]
["Bridge ID","Sample Bridge",null,"Load rated by","YM","Date","20/05/2025",null,null,null,"Input cell",null,"Essential input"]
["Construction year",2019,null,"Checked by","YM","Date","20/05/2025",null,null,null,"Input cell*",null,"Default built-in input"]
[null,null,null,null,null,null,null,null,null,null,"Input cell",null,"Optional input"]
["1. Bridge Information",null,null,null,null,null,null,null,null,null,"Output cell",null,"Output"]
["Total span*",66.5,"ft"]
["Total width",32,"ft"]
[]
["Single lane width",11,"ft"]
["End offset",6,"in."]
["Width of bearing",6,"in."]
["Barrier type","Steel tube railing"]
["Width of barrier ",0,"ft each side"]
[]
["Design span",{"$f":"B6-2*B10/12","v":65.5},"ft",null,null,null,null,null,null,null," "]
["Road way width",{"$f":"B7-B13*2","v":32},"ft"]
[]
["Composite /Non composite*","Non composite",null," "]
["Thickness of deck slab*",0,"in."," "]
[]
["Skew/Non skew*","Skew"]
["Skew angle*",12,"Degrees"]
[]
["Surfacing material","Asphalt surface"]
["Thickness",8.67,"in."]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,1]
["Total number of diaphragm*",6,"nos"]
[]
["Diaphragm number","Position from left support",null,"Thickness"]
[1,1.5,"ft",18,"in."]
[2,14,"ft",18,"in."]
[3,26.5,"ft",18,"in."]
[4,39,"ft",18,"in."]
[5,51.5,"ft",18,"in."]
[6,64,"ft",18,"in."]
[7,null,"ft",null,"in."]
[8,null,"ft",null,"in."]
[9,null,"ft",null,"in."]
[10,null,"ft",null,"in."]
[11,null,"ft",null,"in."]
[12,null,"ft",null,"in."]
[]
["Bridge appraisal rating",9]
["Condition factor",{"$f":"'Calculation Summary'!C136","v":1}]
[]
["Additional beam weight",0]
["Additional barrier weight",0]
[]
["2. Material Properties"]
[]
["a. Concrete"]
["Required concrete compressive strength at transfer*",null,null,null,"f'ci",5,"ksi"]
["Specified concrete compressive strength for use in design*",null,null,null,"f'c",7,"ksi"]
["Deck concrete compressive strength *",null,null,null,"f'c_deck",4.5,"ksi"]
["Concrete unit weight*",null,null,null,"wc",0.15,"kcf"]
[]
["Correction factor for source of concrete*",null,null,null,"K1",1]
["Modulus of elasticity of concrete for precast beam at transfer",null,null,null,"Eci",{"$f":"33000*$F$57*F55^1.5*SQRT(fc_transfer)","v":4286.825748732972},"ksi"]
["Modulus of elasticity of concrete for precast beam at service load",null,null,null,"Ec_beam",{"$f":"33000*$F$57*F55^1.5*SQRT(fc_design)","v":5072.240629150002},"ksi"]
["Modulus of elasticity of concrete for deck slab",null,null,null,"Ec_slab",{"$f":"33000*$F$57*F55^1.5*SQRT(fc_slab)","v":4066.8399894758581},"ksi"]
[]
["b. Reinforcing Bars"]
["Yield Strength*","fy",60,"ksi"]
["Modulus of elasticity*","Es",29000,"ksi"]
[]
["c. Prestressing Strands"]
["Type*","Seven-wire strand",null,"Low-relaxation strand"]
[]
["Diameter","Dp",0.5,"in."]
["Area*","Ap",0.16700000000000001,"in2"]
["Tensile strength*","fpu",270,"ksi"]
["Modulus of elasticity*","Ep",28500,"ksi"]
["Yield strength","fpy",{"$f":"VLOOKUP($D$67,Tables!$A$39:$C$43,3,FALSE)*fpu","v":243},"ksi"]
[null,"K",{"$f":"2*(1.04-fpy/fpu)","v":0.28000000000000003}]
["d. Surfacing Material"]
["Type",{"$f":"B24","v":"Asphalt surface"}]
["Unit weight",0.14499999999999999,"kcf"]
[]
["e. Barrier"]
["Type",{"$f":"$B$12","v":"Steel tube railing"}]
["Unit weight",0.08,"kips/ft/side"]
[]
["3. Box Beam Section Properties"]
["Box beam section used","B21-48"]
["Width of each box beam","b",48,"in."]
["Height of each box beam","h",21,"in."]
["No of box beams",null,{"$f":"IFERROR(B7/(C85/12),\"\")","v":8},"nos"]
[]
["Section Geometry"]
["No of webs in beam ",null,2,"nos"]
["Depth of top flange ","hf",5.5,"in."]
["Depth of bottom flange","hc",5.5,"in.",null,null,null,null,null," "]
["Width of end web","bw",5.5,"in.",null,null,null,null,"Figure ODOT Standard Typical Box Beam Sections"]
["Width of middle web","bw_m",null,"in."]
["Width of chamfer","wh",3,"in."]
[]
["Section properties",null,"Precast beam"]
["Area","A",647.79999999999995,"in2"]
["Moment of inertia","I",33884,"in4"]
["Distance from centroid to extreme bottom fiber","Yb",10.42,"in."]
["Distance from centroid to extreme top fiber","Yt",{"$f":"IFERROR(h-Yb, 0)","v":10.58},"in."]
["Section modulus for extreme bottom fiber","Sb",3253,"in3"]
["Section modulus for extreme top fiber","St",3202,"in3"]
[]
["Layers of Prestressing Strands Provided",null,2]
["Layer *","Number ","Position from \nextreme tensile face",null,"Remark",null,"*Note: Input layers from bottom to top of the beam"]
["Layer 1",18,2,"in.","Bottom flange"]
["Layer 2",12,4,"in.","Bottom flange"]
["Layer 3",0,0,"in.","Top flange"]
["Layer 4",0,0,"in.","Top flange"]
["Debonded strands",2,2,"in.","Bottom flange"]
[]
["Longitudinal Reinforcement Bars"]
["Layer ","Bar no.","Area","Number ","Position from extreme tensile face",null,"Remark"]
["Layer 1","#5",{"$f":"_xlfn.IFNA(VLOOKUP($B115,Tables!$A$23:$D$35,3,TRUE),0)","v":0.31},2,2,"in.","Bottom flange"]
[]
["Shear Reinforcement"]
["Zone","Distance to end of region from the support (ft)","Bar no.","Spacing \n(in.)","Area \n(in2)"]
["Region 1",1.5,"#4",3,{"$f":"_xlfn.IFNA($C$90*VLOOKUP($C119,Tables!$A$23:$D$35,3,TRUE),\" \")","v":0.4}]
["Region 2",2,"#4",6,{"$f":"_xlfn.IFNA($C$90*VLOOKUP($C120,Tables!$A$23:$D$35,3,TRUE),\" \")","v":0.4}]
[]
[null,null,null,null,null,null,null,null,"Figure Typical Beam Elevation Showing Shear Check Locations"]
["4. Load Rating"]
[]
["Load Rating Settings"]
["Adopted beam for load rating*","Exterior beam"]
["Riding surface condition*","Smooth surface"]
[]
["Vehicle types","Dynamic allowance \n(IM)","Use strength limit state","Use service limit state",null," "]
["A. Design Vehicle",0.33,"YES","YES"]
["B. Ohio Legal Vehicles",0.33,"YES","NO"]
["C. Specialized Hauling Vehicles",0.33,"YES","NO"]
["D. Emergency Vehicles",0.33,"YES","NO"]
["E. AASHTO Legal Vehicles",0.33,"YES","NO"]
["F. Permit Vehicles",0,"YES","NO"]
["G. Custom Vehicle",0,"YES","NO"]
["Input for Service Limit State"]
["Average annual humidity",0.7]
["Prestressing strands condition","Low to moderate corrosion"]
["Concrete age at transfer",1]
["Concrete age at deck placement",28]
["Final concrete age",18250]
[]
["Live Load Factors for Legal Vehicles"]
["ADTT",8000]
["Live load factor for legal vehicles",{"$f":"'Load Rating Interior Beam'!$B$19","v":1.45}]
[]
["Live Load Factors for Emergency Vehicles"]
["EV2*",1.3]
["EV3*",1.1000000000000001]
[null,null,null,null," "]
["Permit Load Condition",null,null,null," "]
["Permit type","Routine or Annual"]
["Frequency","Unlimited crossings"]
["Loading condition","Mixed with traffic"]
["DF using","Two or more lanes"]
[]
["Live Load Factor for Permit Vehicles"]
["Vehicle type","Live load factor"]
["PL60T",{"$f":"'Load Rating Interior Beam'!G74","v":1.4}]
["PL65T",{"$f":"'Load Rating Interior Beam'!G75","v":1.35}]
[]
["Add custom vehicle*","YES"]
["No of axles",19]
[]
["Axle No","Load \n(kips)","Distance from first axle (ft)"]
["a",20,0]
["b",20,13.5]
["c",20,18.5]
["d",20,23.5]
["e",19,38.5]
["f",19,43.5]
["g",19,48.5]
["h",19,63.17]
["i",19,68.17]
["j",19,73.17]
["k",19,77.67]
["l",19,82.67]
["m",19,87.67]
["n",19,92.17]
["o",19,97.17]
["p",19,102.17]
["q",19,116.25]
["r",19,121.25]
["s",19,126.25]
["t"]
["u"]
["v"]
["w"]
["x"]
["y"]
["z"]
["aa"]
["ab"]
["ac"]
["ad"]
["ae"]
["af"]
["ag"]
["ah"]
["ai"]
[null,null,null,null," "]
["Custom Vehicle Load Condition",null,null,null," "]
["Permit type","Special or Limited crossing"]
["Frequency","Single trip"]
["Loading condition","Escorted with no other vehicle on the bridge"]
["DF using","One lane"]
[]
["Live Load Factor for Custom Vehicle"]
["Vehicle type","Live load factor"]
["Custom vehicle",{"$f":"'Load Rating Interior Beam'!G76","v":1.1000000000000001}]
[]
["LOAD RATING RESULTS"]
[]
["Load Rating Results"]
["Ohio Legal Vehicles",null,null,null,"Design Vehicles"]
["Loading Type","GVW","Rating Factor",null,"Loading Type","Rating Factor"]
[null,"Tons",null,null,null,"Inventory","Operating"]
["2F1",15,3.2338693459884031,null,"HL93 ",1.003840976989917,1.3251753925342884]
["3F1",23,2.1653070165464352]
["5C1",40,2.2055809726522506,null,null,null,null,null,"Checklists:"]
[null,null,null,null,null,null,null,null,"1. Length of bridge",null,null,null,"Within limit"]
["Specialized Hauling Vehicles",null,null,null,null,null,null,null,"2. No of beams",null,null,null,"Within limit"]
["SU4",27,1.9021662429362829,null,null,null,null,null,"3. Skew angle",null,null,null,"Within limit"]
["SU5",31,1.7280861264430005,null,null,null,null,null,"4. Minimum reinforcement requirement ",null,null,null,"Pass"]
["SU6",34.5,1.5501155652106737,null,null,null,null,null,"5. Prestressed beam flexure capacity ",null,null,null,"Pass"]
["SU7",38.75,1.4223957042438728,null,null,null,null,null,"6. Shear capacity ",null,null,null,"Sectional method governs."]
[]
["Emergency Vehicles"]
["EV2",28.75,2.0853201522282783]
["EV3",43,1.6127967086087096]
[]
["AASHTO Legal Vehicles"]
["Type3",25,2.1458301565866815]
["Type3S2",36,2.0177903004168236]
["Type3_3",40,2.1704438094747087]
[]
["Permit Vehicles"]
["PL60T",60,2.2783107202009032]
["PL65T",65,1.7621387255656391]
[]
["Custom Vehicle"]
["Custom Vehicle 1",{"$f":"Vehicles!$O$39","v":182.5},2.2391037784862045]

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["Calculation Summary"]
[]
["Dead Loads"]
["a. Beam self weight ",{"$f":"(MAIN!F55*(MAIN!C98+(h_slab*b))/(144))*(1+MAIN!$B$46)","v":0.67479166666666657},"kips/ft/beam"]
["b. Barrier weight",{"$f":"(2*MAIN!B81/MAIN!C87)*(1+MAIN!B47)","v":0.02},"kips/ft/beam"]
["c. Diaphragm weight",{"$f":"(((b-bw_single*2-bw_m)*(h-hf-hc)-(2*wh*wh))*MAIN!F55*MAIN!D30)/(12^3)","v":0.54999999999999993},"kips/diaphragm"]
["d. Wearing surface",{"$f":"MAIN!B77*(MAIN!B25/12)*(MAIN!B16/MAIN!C87)","v":0.41904999999999998},"kips/ft/beam"]
[]
["Unfactored Moment for Interior and Exterior Beam due to Dead Loads"]
[]
["Location","Vehicle types","Position from left support","Beam weight","Barrier weight","Diaphragm weight","Dc ","Wearing surface","Dw"]
[null,null,"(ft)","(kips-ft)","(kips-ft)","(kips-ft)","(kips-ft)","(kips-ft)","(kips-ft)"]
[null,null,null,"(a)","(b)","(c)","(a+b+c)","(d)","(d)"]
["At center","All type",{"$f":"Bridge_span/2","v":32.75},{"$f":"$B$4*($C14/2)*(Bridge_span-$C14)","v":361.8781184895833},{"$f":"$B$5*($C14/2)*(Bridge_span-$C14)","v":10.725625000000001},{"$f":"Unfactored_Momemt_diaphragm(A14,B14)","v":23.099999999999998},{"$f":"SUM(D14:F14)","v":395.7037434895833},{"$f":"$B$7*($C14/2)*(Bridge_span-$C14)","v":224.72865781249999},{"$f":"SUM(H14)","v":224.72865781249999}]
["At shear critical point","All type",{"$f":"dv_critical","v":1.6107142857142858},{"$f":"$B$4*($C15/2)*(Bridge_span-$C15)","v":34.720522987085452},{"$f":"$B$5*($C15/2)*(Bridge_span-$C15)","v":1.0290738520408163},{"$f":"Unfactored_Momemt_diaphragm(A15,B15)","v":2.5967857142857143},{"$f":"SUM(D15:F15)","v":38.346382553411985},{"$f":"$B$7*($C15/2)*(Bridge_span-$C15)","v":21.561669884885202},{"$f":"SUM(H15)","v":21.561669884885202}]
["At Region 2 ","All type",{"$f":"MAIN!B119","v":1.5},{"$f":"$B$4*($C16/2)*(Bridge_span-$C16)","v":32.389999999999993},{"$f":"$B$5*($C16/2)*(Bridge_span-$C16)","v":0.96},{"$f":"Unfactored_Momemt_diaphragm(A16,B16)","v":2.4750000000000001},{"$f":"SUM(D16:F16)","v":35.824999999999996},{"$f":"$B$7*($C16/2)*(Bridge_span-$C16)","v":20.1144},{"$f":"SUM(H16)","v":20.1144}]
["At moment critical point","A. Design Vehicle"]
[null,"HL93",{"$f":"Position_From_left_Support($B18)","v":30.416666666666668},{"$f":"$B$4*($C18/2)*(Bridge_span-$C18)","v":360.04118561921285},{"$f":"$B$5*($C18/2)*(Bridge_span-$C18)","v":10.671180555555555},{"$f":"Unfactored_Momemt_diaphragm($A$17,$B18)","v":23.099999999999998},{"$f":"SUM(D18:F18)","v":393.81236617476844},{"$f":"$B$7*($C18/2)*(Bridge_span-$C18)","v":223.58791059027774},{"$f":"SUM(H18)","v":223.58791059027774}]
[null,"Inventory",{"$f":"Position_From_left_Support($B18)","v":30.416666666666668},360.04118561921285,10.671180555555555,{"$f":"Unfactored_Momemt_diaphragm($A$17,$B18)","v":23.099999999999998},393.81236617476844,223.58791059027774,223.58791059027774]
[null,"Operating",{"$f":"Position_From_left_Support($B18)","v":30.416666666666668},360.04118561921285,10.671180555555555,{"$f":"Unfactored_Momemt_diaphragm($A$17,$B18)","v":23.099999999999998},393.81236617476844,223.58791059027774,223.58791059027774]
[null,"HL93_Tandem",{"$f":"Position_From_left_Support($B21)","v":33.75},361.54072265624995,10.715625000000001,{"$f":"Unfactored_Momemt_diaphragm($A$17,$B21)","v":23.099999999999998},395.35634765624997,224.51913281249998,224.51913281249998]
[null,"Inventory_Tandem",{"$f":"Position_From_left_Support($B21)","v":33.75},361.54072265624995,10.715625000000001,{"$f":"Unfactored_Momemt_diaphragm($A$17,$B21)","v":23.099999999999998},395.35634765624997,224.51913281249998,224.51913281249998]
[null,"Operating_Tandem",{"$f":"Position_From_left_Support($B21)","v":33.75},361.54072265624995,10.715625000000001,{"$f":"Unfactored_Momemt_diaphragm($A$17,$B21)","v":23.099999999999998},395.35634765624997,224.51913281249998,224.51913281249998]
[null,"B. Ohio Legal Vehicles"]
[null,"2F1",{"$f":"Position_From_left_Support($B25)","v":34.416666666666671},{"$f":"$B$4*($C25/2)*(Bridge_span-$C25)","v":360.94090784143515},{"$f":"$B$5*($C25/2)*(Bridge_span-$C25)","v":10.697847222222222},{"$f":"Unfactored_Momemt_diaphragm($A$17,$B25)","v":23.099999999999998},{"$f":"SUM(D25:F25)","v":394.73875506365738},{"$f":"$B$7*($C25/2)*(Bridge_span-$C25)","v":224.14664392361109},{"$f":"SUM(H25)","v":224.14664392361109}]
[null,"3F1",{"$f":"Position_From_left_Support($B26)","v":33.315217391304351},{"$f":"$B$4*($C26/2)*(Bridge_span-$C26)","v":361.77033040672256},{"$f":"$B$5*($C26/2)*(Bridge_span-$C26)","v":10.722430293005672},{"$f":"Unfactored_Momemt_diaphragm($A$17,$B26)","v":23.1},{"$f":"SUM(D26:F26)","v":395.59276069972827},{"$f":"$B$7*($C26/2)*(Bridge_span-$C26)","v":224.66172071420129},{"$f":"SUM(H26)","v":224.66172071420129}]
[null,"5C1",{"$f":"Position_From_left_Support($B27)","v":27.362500000000004},{"$f":"$B$4*($C27/2)*(Bridge_span-$C27)","v":352.08515170898431},{"$f":"$B$5*($C27/2)*(Bridge_span-$C27)","v":10.435373437500001},{"$f":"Unfactored_Momemt_diaphragm($A$17,$B27)","v":23.1},{"$f":"SUM(D27:F27)","v":385.62052514648434},{"$f":"$B$7*($C27/2)*(Bridge_span-$C27)","v":218.64716194921874},{"$f":"SUM(H27)","v":218.64716194921874}]
[null,"C. Specialized Hauling Vehicles"]
[null,"SU4",{"$f":"Position_From_left_Support($B29)","v":33.972222222222221},{"$f":"$B$4*($C29/2)*(Bridge_span-$C29)","v":361.3741074299125},{"$f":"$B$5*($C29/2)*(Bridge_span-$C29)","v":10.710686728395061},{"$f":"Unfactored_Momemt_diaphragm($A$17,$B29)","v":23.099999999999998},{"$f":"SUM(D29:F29)","v":395.18479415830757},{"$f":"$B$7*($C29/2)*(Bridge_span-$C29)","v":224.41566367669751},{"$f":"SUM(H29)","v":224.41566367669751}]
[null,"SU5",{"$f":"Position_From_left_Support($B30)","v":34.717741935483872},{"$f":"$B$4*($C30/2)*(Bridge_span-$C30)","v":360.57171901421043},{"$f":"$B$5*($C30/2)*(Bridge_span-$C30)","v":10.686904916753381},{"$f":"Unfactored_Momemt_diaphragm($A$17,$B30)","v":23.099999999999994},{"$f":"SUM(D30:F30)","v":394.35862393096386},{"$f":"$B$7*($C30/2)*(Bridge_span-$C30)","v":223.91737526827521},{"$f":"SUM(H30)","v":223.91737526827521}]
[null,"SU6",{"$f":"Position_From_left_Support($B31)","v":33.980215827338128},{"$f":"$B$4*($C31/2)*(Bridge_span-$C31)","v":361.36749318227515},{"$f":"$B$5*($C31/2)*(Bridge_span-$C31)","v":10.710490690181668},{"$f":"Unfactored_Momemt_diaphragm($A$17,$B31)","v":23.099999999999994},{"$f":"SUM(D31:F31)","v":395.17798387245682},{"$f":"$B$7*($C31/2)*(Bridge_span-$C31)","v":224.41155618603139},{"$f":"SUM(H31)","v":224.41155618603139}]
[null,"SU7",{"$f":"Position_From_left_Support($B32)","v":33.233870967741936},{"$f":"$B$4*($C32/2)*(Bridge_span-$C32)","v":361.79912362746046},{"$f":"$B$5*($C32/2)*(Bridge_span-$C32)","v":10.723283688865765},{"$f":"Unfactored_Momemt_diaphragm($A$17,$B32)","v":23.099999999999998},{"$f":"SUM(D32:F32)","v":395.62240731632625},{"$f":"$B$7*($C32/2)*(Bridge_span-$C32)","v":224.67960149095993},{"$f":"SUM(H32)","v":224.67960149095993}]
[null,"D. Emergency Vehicles"]
[null,"EV2",{"$f":"Position_From_left_Support($B34)","v":35.880434782608695},{"$f":"$B$4*($C34/2)*(Bridge_span-$C34)","v":358.57176688277798},{"$f":"$B$5*($C34/2)*(Bridge_span-$C34)","v":10.627628780718336},{"$f":"Unfactored_Momemt_diaphragm($A$17,$B34)","v":23.099999999999998},{"$f":"SUM(D34:F34)","v":392.29939566349634},{"$f":"$B$7*($C34/2)*(Bridge_span-$C34)","v":222.67539202800094},{"$f":"SUM(H34)","v":222.67539202800094}]
[null,"EV3",{"$f":"Position_From_left_Support($B35)","v":34.122093023255815},{"$f":"$B$4*($C35/2)*(Bridge_span-$C35)","v":361.24292384608231},{"$f":"$B$5*($C35/2)*(Bridge_span-$C35)","v":10.706798607355328},{"$f":"Unfactored_Momemt_diaphragm($A$17,$B35)","v":23.099999999999994},{"$f":"SUM(D35:F35)","v":395.04972245343765},{"$f":"$B$7*($C35/2)*(Bridge_span-$C35)","v":224.33419782061247},{"$f":"SUM(H35)","v":224.33419782061247}]
[null,"E. AASHTO Legal Vehicles"]
[null,"Type3",{"$f":"Position_From_left_Support($B37)","v":34.47},{"$f":"$B$4*($C37/2)*(Bridge_span-$C37)","v":360.87996665624996},{"$f":"$B$5*($C37/2)*(Bridge_span-$C37)","v":10.696041000000001},{"$f":"Unfactored_Momemt_diaphragm($A$17,$B37)","v":23.099999999999998},{"$f":"SUM(D37:F37)","v":394.67600765624996},{"$f":"$B$7*($C37/2)*(Bridge_span-$C37)","v":224.10879905249999},{"$f":"SUM(H37)","v":224.10879905249999}]
[null,"Type3S2",{"$f":"Position_From_left_Support($B38)","v":29.055555555555554},{"$f":"$B$4*($C38/2)*(Bridge_span-$C38)","v":357.2730298353909},{"$f":"$B$5*($C38/2)*(Bridge_span-$C38)","v":10.589135802469135},{"$f":"Unfactored_Momemt_diaphragm($A$17,$B38)","v":23.099999999999998},{"$f":"SUM(D38:F38)","v":390.96216563786004},{"$f":"$B$7*($C38/2)*(Bridge_span-$C38)","v":221.86886790123452},{"$f":"SUM(H38)","v":221.86886790123452}]
[null,"Type3_3",{"$f":"Position_From_left_Support($B39)","v":32.044117647058826},{"$f":"$B$4*($C39/2)*(Bridge_span-$C39)","v":361.71000430273205},{"$f":"$B$5*($C39/2)*(Bridge_span-$C39)","v":10.720642301038064},{"$f":"Unfactored_Momemt_diaphragm($A$17,$B39)","v":23.1},{"$f":"SUM(D39:F39)","v":395.53064660377015},{"$f":"$B$7*($C39/2)*(Bridge_span-$C39)","v":224.62425781249999},{"$f":"SUM(H39)","v":224.62425781249999}]
[null,"F. Permit Vehicles"]
[null,"PL60T",{"$f":"Position_From_left_Support($B41)","v":32.769396551724142},{"$f":"$B$4*($C41/2)*(Bridge_span-$C41)","v":361.87799155242465},{"$f":"$B$5*($C41/2)*(Bridge_span-$C41)","v":10.725621237737814},{"$f":"Unfactored_Momemt_diaphragm($A$17,$B41)","v":23.099999999999998},{"$f":"SUM(D41:F41)","v":395.70361279016248},{"$f":"$B$7*($C41/2)*(Bridge_span-$C41)","v":224.72857898370148},{"$f":"SUM(H41)","v":224.72857898370148}]
[null,"PL65T",{"$f":"Position_From_left_Support($B42)","v":28.365384615384617},{"$f":"$B$4*($C42/2)*(Bridge_span-$C42)","v":355.39173350437625},{"$f":"$B$5*($C42/2)*(Bridge_span-$C42)","v":10.533376479289943},{"$f":"Unfactored_Momemt_diaphragm($A$17,$B42)","v":23.099999999999994},{"$f":"SUM(D42:F42)","v":389.0251099836662},{"$f":"$B$7*($C42/2)*(Bridge_span-$C42)","v":220.70057068232251},{"$f":"SUM(H42)","v":220.70057068232251}]
[null,"G. Custom Vehicle "]
[null,"Custom_Vehicle_1",{"$f":"IF(add_custom_vehicle = \"YES\",Position_From_left_Support($B44),\"N/A\")","v":34.458500000000001},{"$f":"IF(add_custom_vehicle = \"YES\",$B$4*($C44/2)*(Bridge_span-$C44),\"N/A\")","v":360.89326941481767},{"$f":"IF(add_custom_vehicle = \"YES\",$B$5*($C44/2)*(Bridge_span-$C44),\"N/A\")","v":10.696435277500001},{"$f":"IF(add_custom_vehicle = \"YES\",Unfactored_Momemt_diaphragm($A$17,$B44),\"N/A\")","v":23.099999999999994},{"$f":"IF(add_custom_vehicle = \"YES\",SUM(D44:F44),\"N/A\")","v":394.68970469231772},{"$f":"IF(add_custom_vehicle = \"YES\",$B$7*($C44/2)*(Bridge_span-$C44),\"N/A\")","v":224.11706015181872},{"$f":"IF(add_custom_vehicle = \"YES\",SUM(H44),\"N/A\")","v":224.11706015181872}]
[]
["Unfactored Shear Force for Interior and Exterior Beam due to Dead Loads"]
[]
["Location","Vehicle types","Position from left support","Beam weight","Barrier weight","Diaphragm weight","Dc ","Wearing surface","Dw"]
[null,null,"(ft)","(kips-ft)","(kips-ft)","(kips-ft)","(kips-ft)","(kips-ft)","(kips-ft)"]
[null,null,null,"(a)","(b)","(c)","(a+b+c)","(d)","(d)"]
["At shear critical point","All type",{"$f":"dv_critical","v":1.6107142857142858},{"$f":"$B$4*(Bridge_span/2-dv_critical)","v":21.012530505952377},{"$f":"$B$5*(Bridge_span/2-dv_critical)","v":0.62278571428571428},{"$f":"Unfactored_Shear_diaphragm(dv_critical)","v":1.0999999999999999},{"$f":"SUM(D51:F51)","v":22.735316220238094},{"$f":"$B$7*(Bridge_span/2-dv_critical)","v":13.048917678571428},{"$f":"SUM(H51)","v":13.048917678571428}]
["At Region 2 ","All type",{"$f":"C16","v":1.5},{"$f":"$B$4*(Bridge_span/2-$C$52)","v":21.087239583333329},{"$f":"$B$5*(Bridge_span/2-$C$52)","v":0.625},{"$f":"Unfactored_Shear_diaphragm(C52)","v":1.6500000000000001},{"$f":"SUM(D52:F52)","v":23.362239583333327},{"$f":"$B$7*(Bridge_span/2-$C$52)","v":13.095312499999999},{"$f":"SUM(H52)","v":13.095312499999999}]
[]
["Unfactored moment for interior and exterior beam due to Live Load with impact"]
[]
["Live Load Distribution Factors "]
["Distribution factors","Interior beam","Exterior beam"]
["DFM",{"$f":"'Distribution Factors'!B6","v":0.2938735208418185},{"$f":"'Distribution Factors'!C6","v":0.30832230228320795}]
["DFV",{"$f":"'Distribution Factors'!B7","v":0.53794405040983428},{"$f":"'Distribution Factors'!C7","v":0.66493664112778472}]
[]
["Vehicle types","Interior beam",null,null,null,"Exterior beam"]
[null,"At center","At moment critical point","At shear critical point","At \nRegion 2","At center","At moment critical point","At shear critical point","At \nRegion 2"]
[null,"LL+IM","LL+IM","LL+IM","LL+IM","LL+IM","LL+IM","LL+IM","LL+IM"]
[null,"(kips-ft)","(kips-ft)","(kips-ft)","(kips-ft)","(kips-ft)","(kips-ft)","(kips-ft)","(kips-ft)"]
["A. Design Vehicle"]
["HL93",{"$f":"B67","v":452.23902248826613},454.06617300326081,47.431446492328746,35.230365269872195,474.47410776060588,476.39109317592124,49.763492611534915,36.962524895640911]
["Inventory",{"$f":"INDIRECT(\"'\" &A66 & \"'!C18\")","v":452.23902248826613},{"$f":"INDIRECT(\"'\" & A66 & \"'!B18\")","v":454.06617300326081},{"$f":"INDIRECT(\"'\" & A66 & \"'!B36\")","v":47.431446492328746},{"$f":"INDIRECT(\"'\" &A66 & \"'!AD18\")","v":35.230365269872195},{"$f":"INDIRECT(\"'\" &A66 & \"'!C22\")","v":474.47410776060588},{"$f":"INDIRECT(\"'\" & A66 & \"'!B22\")","v":476.39109317592124},{"$f":"INDIRECT(\"'\" & A66 & \"'!B40\")","v":49.763492611534915},{"$f":"INDIRECT(\"'\" &A66 & \"'!AD19\")","v":36.962524895640911}]
["Operating",{"$f":"INDIRECT(\"'\" &A66 & \"'!C18\")","v":452.23902248826613},{"$f":"INDIRECT(\"'\" & A66 & \"'!B18\")","v":454.06617300326081},{"$f":"INDIRECT(\"'\" & A66 & \"'!B36\")","v":47.431446492328746},{"$f":"INDIRECT(\"'\" &A66 & \"'!AD18\")","v":35.230365269872195},{"$f":"INDIRECT(\"'\" &A66 & \"'!C22\")","v":474.47410776060588},{"$f":"INDIRECT(\"'\" & A66 & \"'!B22\")","v":476.39109317592124},{"$f":"INDIRECT(\"'\" & A66 & \"'!B40\")","v":49.763492611534915},{"$f":"INDIRECT(\"'\" &A66 & \"'!AD19\")","v":36.962524895640911}]
["HL93_Tandem",{"$f":"B70","v":401.33057778903577},401.53489840184704,39.419677720553487,27.747492971698119,421.0626645303301,421.27703090660458,41.357811875147377,29.111744709473278]
["Inventory_Tandem",{"$f":"INDIRECT(\"'\" &A69 & \"'!C18\")","v":401.33057778903577},{"$f":"INDIRECT(\"'\" & A69 & \"'!B18\")","v":401.53489840184704},{"$f":"INDIRECT(\"'\" & A69 & \"'!B36\")","v":39.419677720553487},{"$f":"INDIRECT(\"'\" &A69 & \"'!AD18\")","v":27.747492971698119},{"$f":"INDIRECT(\"'\" &A69 & \"'!C22\")","v":421.0626645303301},{"$f":"INDIRECT(\"'\" & A69 & \"'!B22\")","v":421.27703090660458},{"$f":"INDIRECT(\"'\" & A69 & \"'!B40\")","v":41.357811875147377},{"$f":"INDIRECT(\"'\" &A69 & \"'!AD19\")","v":29.111744709473278}]
["Operating_Tandem",{"$f":"INDIRECT(\"'\" &A69 & \"'!C18\")","v":401.33057778903577},{"$f":"INDIRECT(\"'\" & A69 & \"'!B18\")","v":401.53489840184704},{"$f":"INDIRECT(\"'\" & A69 & \"'!B36\")","v":39.419677720553487},{"$f":"INDIRECT(\"'\" &A69 & \"'!AD18\")","v":27.747492971698119},{"$f":"INDIRECT(\"'\" &A69 & \"'!C22\")","v":421.0626645303301},{"$f":"INDIRECT(\"'\" & A69 & \"'!B22\")","v":421.27703090660458},{"$f":"INDIRECT(\"'\" & A69 & \"'!B40\")","v":41.357811875147377},{"$f":"INDIRECT(\"'\" &A69 & \"'!AD19\")","v":29.111744709473278}]
["B. Ohio Legal Vehicles"]
["2F1",{"$f":"INDIRECT(\"'\" &A73 & \"'!C18\")","v":172.46334912503173},{"$f":"INDIRECT(\"'\" & A73 & \"'!B18\")","v":172.96061602416609},{"$f":"INDIRECT(\"'\" & A73 & \"'!B36\")","v":17.460931203947418},{"$f":"INDIRECT(\"'\" &A73 & \"'!AD18\")","v":16.290463615642121},{"$f":"INDIRECT(\"'\" &A73 & \"'!C22\")","v":180.94279712367913},{"$f":"INDIRECT(\"'\" & A73 & \"'!B22\")","v":181.46451297868759},{"$f":"INDIRECT(\"'\" & A73 & \"'!B40\")","v":18.319426988141501},{"$f":"INDIRECT(\"'\" &A73 & \"'!AD19\")","v":17.09141141007786}]
["3F1",{"$f":"INDIRECT(\"'\" &A74 & \"'!C18\")","v":257.6690377579086},{"$f":"INDIRECT(\"'\" & A74 & \"'!B18\")","v":257.75672969455599},{"$f":"INDIRECT(\"'\" & A74 & \"'!B36\")","v":25.978880586990112},{"$f":"INDIRECT(\"'\" &A74 & \"'!AD18\")","v":24.238777731405968},{"$f":"INDIRECT(\"'\" &A74 & \"'!C22\")","v":270.33776544767244},{"$f":"INDIRECT(\"'\" & A74 & \"'!B22\")","v":270.42976890453832},{"$f":"INDIRECT(\"'\" & A74 & \"'!B40\")","v":27.256175549183798},{"$f":"INDIRECT(\"'\" &A74 & \"'!AD19\")","v":25.43051763653343}]
["5C1",{"$f":"INDIRECT(\"'\" &A75 & \"'!C18\")","v":252.97881636527316},{"$f":"INDIRECT(\"'\" & A75 & \"'!B18\")","v":255.79317297095906},{"$f":"INDIRECT(\"'\" & A75 & \"'!B36\")","v":30.498531771252907},{"$f":"INDIRECT(\"'\" &A75 & \"'!AD18\")","v":28.481458914820458},{"$f":"INDIRECT(\"'\" &A75 & \"'!C22\")","v":265.41694150323247},{"$f":"INDIRECT(\"'\" & A75 & \"'!B22\")","v":268.36967064203128},{"$f":"INDIRECT(\"'\" & A75 & \"'!B40\")","v":31.998042916672848},{"$f":"INDIRECT(\"'\" &A75 & \"'!AD19\")","v":29.8817973114658}]
["C. Special Hauling Vehicles"]
["SU4",{"$f":"INDIRECT(\"'\" &A77 & \"'!C18\")","v":293.23654998539388},{"$f":"INDIRECT(\"'\" & A77 & \"'!B18\")","v":293.71790434375595},{"$f":"INDIRECT(\"'\" & A77 & \"'!B36\")","v":29.81495109223621},{"$f":"INDIRECT(\"'\" &A77 & \"'!AD18\")","v":27.819099405173468},{"$f":"INDIRECT(\"'\" &A77 & \"'!C22\")","v":307.65401369300912},{"$f":"INDIRECT(\"'\" & A77 & \"'!B22\")","v":308.15903464065735},{"$f":"INDIRECT(\"'\" & A77 & \"'!B40\")","v":31.28085285427116},{"$f":"INDIRECT(\"'\" &A77 & \"'!AD19\")","v":29.186871792594498}]
["SU5",{"$f":"INDIRECT(\"'\" &A78 & \"'!C18\")","v":322.55043368936526},{"$f":"INDIRECT(\"'\" & A78 & \"'!B18\")","v":323.98294733969743},{"$f":"INDIRECT(\"'\" & A78 & \"'!B36\")","v":33.343454916554848},{"$f":"INDIRECT(\"'\" &A78 & \"'!AD18\")","v":31.112995345039568},{"$f":"INDIRECT(\"'\" &A78 & \"'!C22\")","v":338.40916334575911},{"$f":"INDIRECT(\"'\" & A78 & \"'!B22\")","v":339.91210891723262},{"$f":"INDIRECT(\"'\" & A78 & \"'!B40\")","v":34.982841449952126},{"$f":"INDIRECT(\"'\" &A78 & \"'!AD19\")","v":32.642717616170685}]
["SU6",{"$f":"INDIRECT(\"'\" &A79 & \"'!C18\")","v":359.80349422982897},{"$f":"INDIRECT(\"'\" & A79 & \"'!B18\")","v":360.43114522540827},{"$f":"INDIRECT(\"'\" & A79 & \"'!B36\")","v":35.69028137395528},{"$f":"INDIRECT(\"'\" &A79 & \"'!AD18\")","v":33.305942370222162},{"$f":"INDIRECT(\"'\" &A79 & \"'!C22\")","v":377.49383269612889},{"$f":"INDIRECT(\"'\" & A79 & \"'!B22\")","v":378.15234319899088},{"$f":"INDIRECT(\"'\" & A79 & \"'!B40\")","v":37.445053541508081},{"$f":"INDIRECT(\"'\" &A79 & \"'!AD19\")","v":34.943484536758085}]
["SU7",{"$f":"INDIRECT(\"'\" &A80 & \"'!C18\")","v":392.24419219555728},{"$f":"INDIRECT(\"'\" & A80 & \"'!B18\")","v":392.35246805262688},{"$f":"INDIRECT(\"'\" & A80 & \"'!B36\")","v":37.930849721890198},{"$f":"INDIRECT(\"'\" &A80 & \"'!AD18\")","v":35.400430549376146},{"$f":"INDIRECT(\"'\" &A80 & \"'!C22\")","v":411.5295316451722},{"$f":"INDIRECT(\"'\" & A80 & \"'!B22\")","v":411.64313106521439},{"$f":"INDIRECT(\"'\" & A80 & \"'!B40\")","v":39.795783166549803},{"$f":"INDIRECT(\"'\" &A80 & \"'!AD19\")","v":37.140951718053806}]
["D. Emergency Vehicles"]
["EV2",{"$f":"INDIRECT(\"'\" &A82 & \"'!C18\")","v":297.6580607774095},{"$f":"INDIRECT(\"'\" & A82 & \"'!B18\")","v":301.02044982755649},{"$f":"INDIRECT(\"'\" & A82 & \"'!B36\")","v":31.848855913103744},{"$f":"INDIRECT(\"'\" &A82 & \"'!AD18\")","v":29.716669892270239},{"$f":"INDIRECT(\"'\" &A82 & \"'!C22\")","v":312.29291543229886},{"$f":"INDIRECT(\"'\" & A82 & \"'!B22\")","v":315.82062194407803},{"$f":"INDIRECT(\"'\" & A82 & \"'!B40\")","v":33.414757995498015},{"$f":"INDIRECT(\"'\" &A82 & \"'!AD19\")","v":31.177739495306867}]
["EV3",{"$f":"INDIRECT(\"'\" &A83 & \"'!C18\")","v":455.83089159675524},{"$f":"INDIRECT(\"'\" & A83 & \"'!B18\")","v":456.7970233600409},{"$f":"INDIRECT(\"'\" & A83 & \"'!B36\")","v":47.23530820948092},{"$f":"INDIRECT(\"'\" &A83 & \"'!AD18\")","v":44.073759804077916},{"$f":"INDIRECT(\"'\" &A83 & \"'!C22\")","v":478.24257710026245},{"$f":"INDIRECT(\"'\" & A83 & \"'!B22\")","v":479.25621034190965},{"$f":"INDIRECT(\"'\" & A83 & \"'!B40\")","v":49.557710863113741},{"$f":"INDIRECT(\"'\" &A83 & \"'!AD19\")","v":46.240719661111747}]
["E. AASHTO Legal Vehicles"]
["Type3",{"$f":"INDIRECT(\"'\" &A85 & \"'!C18\")","v":259.81872256286647},{"$f":"INDIRECT(\"'\" & A85 & \"'!B18\")","v":260.70139119950602},{"$f":"INDIRECT(\"'\" & A85 & \"'!B36\")","v":27.12799913729452},{"$f":"INDIRECT(\"'\" &A85 & \"'!AD18\")","v":25.312874233536217},{"$f":"INDIRECT(\"'\" &A85 & \"'!C22\")","v":272.59314308887411},{"$f":"INDIRECT(\"'\" & A85 & \"'!B22\")","v":273.51920960014843},{"$f":"INDIRECT(\"'\" & A85 & \"'!B40\")","v":28.461792428211506},{"$f":"INDIRECT(\"'\" &A85 & \"'!AD19\")","v":26.557423883351753}]
["Type3S2",{"$f":"INDIRECT(\"'\" &A86 & \"'!C18\")","v":273.98709968645267},{"$f":"INDIRECT(\"'\" & A86 & \"'!B18\")","v":279.85120247231129},{"$f":"INDIRECT(\"'\" & A86 & \"'!B36\")","v":31.333630232592476},{"$f":"INDIRECT(\"'\" &A86 & \"'!AD18\")","v":29.251228074680466},{"$f":"INDIRECT(\"'\" &A86 & \"'!C22\")","v":287.45813208770329},{"$f":"INDIRECT(\"'\" & A86 & \"'!B22\")","v":293.61055326053327},{"$f":"INDIRECT(\"'\" & A86 & \"'!B40\")","v":32.874200385694941},{"$f":"INDIRECT(\"'\" &A86 & \"'!AD19\")","v":30.689413455018926}]
["Type3_3",{"$f":"INDIRECT(\"'\" &A87 & \"'!C18\")","v":256.98504713814924},{"$f":"INDIRECT(\"'\" & A87 & \"'!B18\")","v":257.18723000913849},{"$f":"INDIRECT(\"'\" & A87 & \"'!B36\")","v":30.748429699506463},{"$f":"INDIRECT(\"'\" &A87 & \"'!AD18\")","v":28.714179823615339},{"$f":"INDIRECT(\"'\" &A87 & \"'!C22\")","v":269.62014528910822},{"$f":"INDIRECT(\"'\" & A87 & \"'!B22\")","v":269.83226881792115},{"$f":"INDIRECT(\"'\" & A87 & \"'!B40\")","v":32.260227493065535},{"$f":"INDIRECT(\"'\" &A87 & \"'!AD19\")","v":30.125960331609765}]
["F. Permit Vehicles"]
["PL60T",{"$f":"INDIRECT(\"'\" &A89 & \"'!C18\")","v":253.6495826765946},{"$f":"INDIRECT(\"'\" & A89 & \"'!B18\")","v":253.6496805796414},{"$f":"INDIRECT(\"'\" & A89 & \"'!B36\")","v":30.285099056883546},{"$f":"INDIRECT(\"'\" &A89 & \"'!AD18\")","v":28.282771251710237},{"$f":"INDIRECT(\"'\" &A89 & \"'!C22\")","v":266.12068715819385},{"$f":"INDIRECT(\"'\" & A89 & \"'!B22\")","v":266.12078987480714},{"$f":"INDIRECT(\"'\" & A89 & \"'!B40\")","v":31.774116427180324},{"$f":"INDIRECT(\"'\" &A89 & \"'!AD19\")","v":29.67334083825266}]
["PL65T",{"$f":"INDIRECT(\"'\" &A90 & \"'!C18\")","v":334.64847185862084},{"$f":"INDIRECT(\"'\" & A90 & \"'!B18\")","v":345.86156721052998},{"$f":"INDIRECT(\"'\" & A90 & \"'!B36\")","v":40.076221396996232},{"$f":"INDIRECT(\"'\" &A90 & \"'!AD18\")","v":37.418399447645285},{"$f":"INDIRECT(\"'\" &A90 & \"'!C22\")","v":351.10202172500306},{"$f":"INDIRECT(\"'\" & A90 & \"'!B22\")","v":362.86642759838105},{"$f":"INDIRECT(\"'\" & A90 & \"'!B40\")","v":42.046635615681886},{"$f":"INDIRECT(\"'\" &A90 & \"'!AD19\")","v":39.258137420487849}]
["G. Custom Vehicles"]
["Custom_Vehicle_1",{"$f":"IF(add_custom_vehicle = \"YES\",INDIRECT(\"'\" &A92 & \"'!C18\"),\"N/A\")","v":303.67610093256087},{"$f":"IF(add_custom_vehicle = \"YES\",INDIRECT(\"'\" & A92 & \"'!B18\"),\"N/A\")","v":305.05471469605277},{"$f":"IF(add_custom_vehicle = \"YES\",INDIRECT(\"'\" & A92 & \"'!B36\"),\"N/A\")","v":27.344586990661355},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",INDIRECT(\"'\" &A92 & \"'!AD18\"))","v":25.559147072703805},{"$f":"IF(add_custom_vehicle=\"YES\",INDIRECT(\"'\"&A92&\"'!C22\"),\"N/A\")","v":343.95536154236578},{"$f":"IF(add_custom_vehicle = \"YES\",INDIRECT(\"'\" & A92 & \"'!B22\"),\"N/A\")","v":345.51683310365416},{"$f":"IF(add_custom_vehicle = \"YES\",INDIRECT(\"'\" & A92 & \"'!B40\"),\"N/A\")","v":30.971542626228242},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",INDIRECT(\"'\" &A92 & \"'!AD19\"))","v":28.949283941374933}]
[]
["Unfactored Shear Force for Interior and Exterior Beam due to Live Load with Impact"]
[]
["Vehicle types","Interior beam","Exterior beam","Interior beam","Exterior beam"]
[null,"At shear critical point","At shear critical point","At \nRegion 2","At \nRegion 2"]
[null,"LL+IM","LL+IM","LL+IM","LL+IM"]
[null,"(kips-ft)","(kips-ft)","(kips-ft)","(kips-ft)"]
["A. Design Vehicle"]
["HL93",{"$f":"B102","v":53.6271648646835},{"$f":"C102","v":66.286943504927578},{"$f":"D102","v":42.993474055105843},{"$f":"E102","v":53.142954563465921}]
["Inventory",{"$f":"INDIRECT(\"'\" & A101 & \"'!C36\")","v":53.6271648646835},{"$f":"INDIRECT(\"'\" & A101 & \"'!C40\")","v":66.286943504927578},{"$f":"INDIRECT(\"'\" & A101 & \"'!AE18\")","v":42.993474055105843},{"$f":"INDIRECT(\"'\" & A101 & \"'!AE19\")","v":53.142954563465921}]
["Operating",{"$f":"INDIRECT(\"'\" & A101 & \"'!C36\")","v":53.6271648646835},{"$f":"INDIRECT(\"'\" & A101 & \"'!C40\")","v":66.286943504927578},{"$f":"INDIRECT(\"'\" & A101 & \"'!AE18\")","v":42.993474055105843},{"$f":"INDIRECT(\"'\" & A101 & \"'!AE19\")","v":53.142954563465921}]
["HL93_Tandem",{"$f":"B105","v":44.522026528524968},{"$f":"C105","v":55.032352813504254},{"$f":"D105","v":33.861730073889262},{"$f":"E105","v":41.855477425493994}]
["Inventory_Tandem",{"$f":"INDIRECT(\"'\" & A104 & \"'!C36\")","v":44.522026528524968},{"$f":"INDIRECT(\"'\" & A104 & \"'!C40\")","v":55.032352813504254},{"$f":"INDIRECT(\"'\" & A104 & \"'!AE18\")","v":33.861730073889262},{"$f":"INDIRECT(\"'\" & A104 & \"'!AE19\")","v":41.855477425493994}]
["Operating_Tandem",{"$f":"INDIRECT(\"'\" & A104 & \"'!C36\")","v":44.522026528524968},{"$f":"INDIRECT(\"'\" & A104 & \"'!C40\")","v":55.032352813504254},{"$f":"INDIRECT(\"'\" & A104 & \"'!AE18\")","v":33.861730073889262},{"$f":"INDIRECT(\"'\" & A104 & \"'!AE19\")","v":41.855477425493994}]
["B. Ohio Legal Vehicles"]
["2F1",{"$f":"INDIRECT(\"'\" & A108 & \"'!C36\")","v":19.843832069913883},{"$f":"INDIRECT(\"'\" & A108 & \"'!C40\")","v":24.528370624453952},{"$f":"INDIRECT(\"'\" & A108 & \"'!AE18\")","v":19.880112494993053},{"$f":"INDIRECT(\"'\" & A108 & \"'!AE19\")","v":24.573215778838406}]
["3F1",{"$f":"INDIRECT(\"'\" & A109 & \"'!C36\")","v":29.524229705230912},{"$f":"INDIRECT(\"'\" & A109 & \"'!C40\")","v":36.494022226149553},{"$f":"INDIRECT(\"'\" & A109 & \"'!AE18\")","v":29.579859690352304},{"$f":"INDIRECT(\"'\" & A109 & \"'!AE19\")","v":36.562784796205726}]
["5C1",{"$f":"INDIRECT(\"'\" & A110 & \"'!C36\")","v":34.660679649826186},{"$f":"INDIRECT(\"'\" & A110 & \"'!C40\")","v":42.843035233874318},{"$f":"INDIRECT(\"'\" & A110 & \"'!AE18\")","v":34.757427450037305},{"$f":"INDIRECT(\"'\" & A110 & \"'!AE19\")","v":42.962622312232867}]
["C. Special Hauling Vehicles"]
["SU4",{"$f":"INDIRECT(\"'\" & A112 & \"'!C36\")","v":33.883810418614871},{"$f":"INDIRECT(\"'\" & A112 & \"'!C40\")","v":41.882770282893567},{"$f":"INDIRECT(\"'\" & A112 & \"'!AE18\")","v":33.949115183757364},{"$f":"INDIRECT(\"'\" & A112 & \"'!AE19\")","v":41.963491560785592}]
["SU5",{"$f":"INDIRECT(\"'\" & A113 & \"'!C36\")","v":37.893850692526421},{"$f":"INDIRECT(\"'\" & A113 & \"'!C40\")","v":46.839461798471199},{"$f":"INDIRECT(\"'\" & A113 & \"'!AE18\")","v":37.968830237690028},{"$f":"INDIRECT(\"'\" & A113 & \"'!AE19\")","v":46.932141784199075}]
["SU6",{"$f":"INDIRECT(\"'\" & A114 & \"'!C36\")","v":40.560949575967221},{"$f":"INDIRECT(\"'\" & A114 & \"'!C40\")","v":50.13618340318024},{"$f":"INDIRECT(\"'\" & A114 & \"'!AE18\")","v":40.644999227400625},{"$f":"INDIRECT(\"'\" & A114 & \"'!AE19\")","v":50.240074677504239}]
["SU7",{"$f":"INDIRECT(\"'\" & A115 & \"'!C36\")","v":43.107289259588079},{"$f":"INDIRECT(\"'\" & A115 & \"'!C40\")","v":53.28363815262361},{"$f":"INDIRECT(\"'\" & A115 & \"'!AE18\")","v":43.201013691042604},{"$f":"INDIRECT(\"'\" & A115 & \"'!AE19\")","v":53.399488134783475}]
["D. Emergency Vehicles"]
["EV2",{"$f":"INDIRECT(\"'\" & A117 & \"'!C36\")","v":36.195283113860313},{"$f":"INDIRECT(\"'\" & A117 & \"'!C40\")","v":44.739912933442717},{"$f":"INDIRECT(\"'\" & A117 & \"'!AE18\")","v":36.264820595262044},{"$f":"INDIRECT(\"'\" & A117 & \"'!AE19\")","v":44.825866146012913}]
["EV3",{"$f":"INDIRECT(\"'\" & A118 & \"'!C36\")","v":53.681531238589415},{"$f":"INDIRECT(\"'\" & A118 & \"'!C40\")","v":66.354144162742756},{"$f":"INDIRECT(\"'\" & A118 & \"'!AE18\")","v":53.785535123816366},{"$f":"INDIRECT(\"'\" & A118 & \"'!AE19\")","v":66.482700271978203}]
["E. AASHTO Legal Vehicles"]
["Type3",{"$f":"INDIRECT(\"'\" & A120 & \"'!C36\")","v":30.830168963241878},{"$f":"INDIRECT(\"'\" & A120 & \"'!C40\")","v":38.108254901605591},{"$f":"INDIRECT(\"'\" & A120 & \"'!AE18\")","v":30.89063633837382},{"$f":"INDIRECT(\"'\" & A120 & \"'!AE19\")","v":38.182996825579679}]
["Type3S2",{"$f":"INDIRECT(\"'\" & A121 & \"'!C36\")","v":35.60974436092939},{"$f":"INDIRECT(\"'\" & A121 & \"'!C40\")","v":44.016145896094841},{"$f":"INDIRECT(\"'\" & A121 & \"'!AE18\")","v":35.696817381119395},{"$f":"INDIRECT(\"'\" & A121 & \"'!AE19\")","v":44.123774266617538}]
["Type3_3",{"$f":"INDIRECT(\"'\" & A122 & \"'!C36\")","v":34.944681256897518},{"$f":"INDIRECT(\"'\" & A122 & \"'!C40\")","v":43.194081173572002},{"$f":"INDIRECT(\"'\" & A122 & \"'!AE18\")","v":35.04142905710863},{"$f":"INDIRECT(\"'\" & A122 & \"'!AE19\")","v":43.313668251930551}]
["F. Permit Vehicles"]
["PL60T",{"$f":"INDIRECT(\"'\" & A124 & \"'!C36\")","v":34.418119680217345},{"$f":"INDIRECT(\"'\" & A124 & \"'!C40\")","v":42.543214069682818},{"$f":"INDIRECT(\"'\" & A124 & \"'!AE18\")","v":34.51495840881212},{"$f":"INDIRECT(\"'\" & A124 & \"'!AE19\")","v":42.662913541912019}]
["PL65T",{"$f":"INDIRECT(\"'\" & A125 & \"'!C36\")","v":45.545440739088257},{"$f":"INDIRECT(\"'\" & A125 & \"'!C40\")","v":56.297364680697413},{"$f":"INDIRECT(\"'\" & A125 & \"'!AE18\")","v":45.663647637842416},{"$f":"INDIRECT(\"'\" & A125 & \"'!AE19\")","v":56.443476712526454}]
["G. Custom Vehicles"]
["Custom_Vehicle_1",{"$f":"IF(add_custom_vehicle = \"YES\",INDIRECT(\"'\" & A127 & \"'!C36\"),\"N/A\")","v":45.555240163164385},{"$f":"IF(add_custom_vehicle = \"YES\",INDIRECT(\"'\" & A127 & \"'!C40\"),\"N/A\")","v":57.466037330825074},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",INDIRECT(\"'\" & A127 & \"'!AE18\"))","v":45.72361726697234},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",INDIRECT(\"'\" & A127 & \"'!AE19\"))","v":57.678438031566152}]
[]
["Capacity"]
[]
["Flexure Capacity"]
["Nominal flexural resistance, Mn",{"$f":"Capacity!$G$29","v":1680.5505722794026},"kips-ft"]
["Flexural resistance, Mr",{"$f":"Capacity!$G$58","v":1680.5505722794026},"kips-ft"]
[]
["Resistance factor","ϕ",{"$f":"Capacity!$G$36","v":1}]
["Condition factor","ϕc",{"$f":"IF(MAIN!$B$43=\"\",\"\",IF(MAIN!$B$43=5,0.95,IF(MAIN!$B$43>5,1,0.85)))","v":1}]
["Condition factor","ϕs",1]
[]
[]
["Shear Capacity"]
["Vehicle types","Nominal shear resistance\nVn (kips)"]
[null,"At shear critical point",null,"At Region 2"]
[null,"Interior beam","Exterior beam","Interior beam","Exterior beam"]
["A. Design Vehicle"]
["HL93"]
["Inventory",{"$f":"VLOOKUP($A146,Capacity!$A$101:$I$130,9,FALSE)","v":314.32499999999999},{"$f":"VLOOKUP($A146,Capacity!$A$133:$I$162,9,FALSE)","v":314.32499999999999},{"$f":"Capacity!I169","v":217.01969536554731},{"$f":"Capacity!I201","v":217.01971232550642}]
["Operating",{"$f":"VLOOKUP($A147,Capacity!$A$101:$I$130,9,FALSE)","v":314.32499999999999},{"$f":"VLOOKUP($A147,Capacity!$A$133:$I$162,9,FALSE)","v":314.32499999999999},{"$f":"Capacity!I170","v":217.01968048653623},{"$f":"Capacity!I202","v":217.01969199978089}]
["HL93_Tandem"]
["Inventory_Tandem",{"$f":"VLOOKUP($A149,Capacity!$A$101:$I$130,9,FALSE)","v":314.32499999999999},{"$f":"VLOOKUP($A149,Capacity!$A$133:$I$162,9,FALSE)","v":314.32499999999999},{"$f":"Capacity!I172","v":217.01968130103597},{"$f":"Capacity!I204","v":217.01969344916017}]
["Operating_Tandem",{"$f":"VLOOKUP($A150,Capacity!$A$101:$I$130,9,FALSE)","v":314.32499999999999},{"$f":"VLOOKUP($A150,Capacity!$A$133:$I$162,9,FALSE)","v":314.32499999999999},{"$f":"Capacity!I173","v":217.01967220729279},{"$f":"Capacity!I205","v":217.01967945751042}]
["B. Ohio Legal Vehicles"]
["2F1",{"$f":"VLOOKUP($A152,Capacity!$A$101:$I$130,9,FALSE)","v":314.32499999999999},{"$f":"VLOOKUP($A152,Capacity!$A$133:$I$162,9,FALSE)","v":314.32499999999999},{"$f":"Capacity!I175","v":217.01966078412599},{"$f":"Capacity!I207","v":217.01966539876918}]
["3F1",{"$f":"VLOOKUP($A153,Capacity!$A$101:$I$130,9,FALSE)","v":314.32499999999999},{"$f":"VLOOKUP($A153,Capacity!$A$133:$I$162,9,FALSE)","v":314.32499999999999},{"$f":"Capacity!I176","v":217.01967030463408},{"$f":"Capacity!I208","v":217.01967711775646}]
["5C1",{"$f":"VLOOKUP($A154,Capacity!$A$101:$I$130,9,FALSE)","v":314.32499999999999},{"$f":"VLOOKUP($A154,Capacity!$A$133:$I$162,9,FALSE)","v":314.32499999999999},{"$f":"Capacity!I177","v":217.01967535955123},{"$f":"Capacity!I209","v":217.01968333227546}]
["C. Special Hauling Vehicles"]
["SU4",{"$f":"VLOOKUP($A156,Capacity!$A$101:$I$130,9,FALSE)","v":314.32499999999999},{"$f":"VLOOKUP($A156,Capacity!$A$133:$I$162,9,FALSE)","v":314.32499999999999},{"$f":"Capacity!I179","v":217.01967457161675},{"$f":"Capacity!I211","v":217.01968236393782}]
["SU5",{"$f":"VLOOKUP($A157,Capacity!$A$101:$I$130,9,FALSE)","v":314.32499999999999},{"$f":"VLOOKUP($A157,Capacity!$A$133:$I$162,9,FALSE)","v":314.32499999999999},{"$f":"Capacity!I180","v":217.01967848551357},{"$f":"Capacity!I212","v":217.01968843532092}]
["SU6",{"$f":"VLOOKUP($A158,Capacity!$A$101:$I$130,9,FALSE)","v":314.32499999999999},{"$f":"VLOOKUP($A158,Capacity!$A$133:$I$162,9,FALSE)","v":314.32499999999999},{"$f":"Capacity!I181","v":217.01968108502882},{"$f":"Capacity!I213","v":217.01969306486603}]
["SU7",{"$f":"VLOOKUP($A159,Capacity!$A$101:$I$130,9,FALSE)","v":314.32499999999999},{"$f":"VLOOKUP($A159,Capacity!$A$133:$I$162,9,FALSE)","v":314.32499999999999},{"$f":"Capacity!I182","v":217.01968356321814},{"$f":"Capacity!I214","v":217.01969747012362}]
["D. Emergency Vehicles"]
["EV2",{"$f":"VLOOKUP($A161,Capacity!$A$101:$I$130,9,FALSE)","v":314.32499999999999},{"$f":"VLOOKUP($A161,Capacity!$A$133:$I$162,9,FALSE)","v":314.32499999999999},{"$f":"Capacity!I184","v":217.01967317086593},{"$f":"Capacity!I216","v":217.01968064215663}]
["EV3",{"$f":"VLOOKUP($A162,Capacity!$A$101:$I$130,9,FALSE)","v":314.32499999999999},{"$f":"VLOOKUP($A162,Capacity!$A$133:$I$162,9,FALSE)","v":314.32499999999999},{"$f":"Capacity!I185","v":217.01968123817443},{"$f":"Capacity!I217","v":217.01969333733075}]
["E. AASHTO Legal Vehicles"]
["Type3",{"$f":"VLOOKUP($A164,Capacity!$A$101:$I$130,9,FALSE)","v":314.32499999999999},{"$f":"VLOOKUP($A164,Capacity!$A$133:$I$162,9,FALSE)","v":314.32499999999999},{"$f":"Capacity!I187","v":217.01967158612706},{"$f":"Capacity!I219","v":217.01967869372805}]
["Type3S2",{"$f":"VLOOKUP($A165,Capacity!$A$101:$I$130,9,FALSE)","v":314.32499999999999},{"$f":"VLOOKUP($A165,Capacity!$A$133:$I$162,9,FALSE)","v":314.32499999999999},{"$f":"Capacity!I188","v":217.01967627468855},{"$f":"Capacity!I220","v":217.01968449097063}]
["Type3_3",{"$f":"VLOOKUP($A166,Capacity!$A$101:$I$130,9,FALSE)","v":314.32499999999999},{"$f":"VLOOKUP($A166,Capacity!$A$133:$I$162,9,FALSE)","v":314.32499999999999},{"$f":"Capacity!I189","v":217.01967563628529},{"$f":"Capacity!I221","v":217.01968367233911}]
["F. Permit Vehicles"]
["PL60T",{"$f":"VLOOKUP($A168,Capacity!$A$101:$I$130,9,FALSE)","v":314.32499999999999},{"$f":"VLOOKUP($A168,Capacity!$A$133:$I$162,9,FALSE)","v":314.32499999999999},{"$f":"Capacity!I191","v":217.01967396271749},{"$f":"Capacity!I223","v":217.01968161553839}]
["PL65T",{"$f":"VLOOKUP($A169,Capacity!$A$101:$I$130,9,FALSE)","v":314.32499999999999},{"$f":"VLOOKUP($A169,Capacity!$A$133:$I$162,9,FALSE)","v":314.32499999999999},{"$f":"Capacity!I192","v":217.01968289798191},{"$f":"Capacity!I224","v":217.0196962883733}]
["G. Custom Vehicles"]
["Custom_Vehicle_1",{"$f":"IF(add_custom_vehicle = \"YES\",VLOOKUP($A171,Capacity!$A$101:$I$130,9,FALSE),\"N/A\")","v":314.32499999999999},{"$f":"IF(add_custom_vehicle = \"YES\",VLOOKUP($A171,Capacity!$A$133:$I$162,9,FALSE),\"N/A\")","v":314.32499999999999},{"$f":"Capacity!I194","v":217.01967529080235},{"$f":"Capacity!I226","v":217.01968410076677}]
[]
["Load Rating"]
[null,"Interior Beam",null,null,"Exterior Beam"]
["Vehicle types","Rating Factor","Criteria","Limit State","Rating Factor","Criteria","Limit State"]
["A. Design Vehicle"]
["HL93"]
["Inventory",{"$f":"VLOOKUP($A178,'Load Rating Interior Beam'!$A$186:$J$215,8,FALSE)","v":1.0531964916919212},{"$f":"VLOOKUP($A178,'Load Rating Interior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A178,'Load Rating Interior Beam'!$A$186:$J$215,10,FALSE)","v":"Service III"},{"$f":"VLOOKUP(A178,'Load Rating Exterior Beam'!$A$186:$H$215,8,FALSE)","v":1.003840976989917},{"$f":"VLOOKUP($A178,'Load Rating Exterior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A178,'Load Rating Exterior Beam'!$A$186:$J$215,10,FALSE)","v":"Service III"}]
["Operating",{"$f":"VLOOKUP($A179,'Load Rating Interior Beam'!$A$186:$J$215,8,FALSE)","v":1.3903298493338911},{"$f":"VLOOKUP($A179,'Load Rating Interior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A179,'Load Rating Interior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"},{"$f":"VLOOKUP(A179,'Load Rating Exterior Beam'!$A$186:$H$215,8,FALSE)","v":1.3251753925342884},{"$f":"VLOOKUP($A179,'Load Rating Exterior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A179,'Load Rating Exterior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"}]
["HL93_Tandem"]
["Inventory_Tandem",{"$f":"VLOOKUP($A181,'Load Rating Interior Beam'!$A$186:$J$215,8,FALSE)","v":1.1867935767934354},{"$f":"VLOOKUP($A181,'Load Rating Interior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A181,'Load Rating Interior Beam'!$A$186:$J$215,10,FALSE)","v":"Service III"},{"$f":"VLOOKUP(A181,'Load Rating Exterior Beam'!$A$186:$H$215,8,FALSE)","v":1.1311773567530754},{"$f":"VLOOKUP($A181,'Load Rating Exterior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A181,'Load Rating Exterior Beam'!$A$186:$J$215,10,FALSE)","v":"Service III"}]
["Operating_Tandem",{"$f":"VLOOKUP($A182,'Load Rating Interior Beam'!$A$186:$J$215,8,FALSE)","v":1.5666920160006674},{"$f":"VLOOKUP($A182,'Load Rating Interior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A182,'Load Rating Interior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"},{"$f":"VLOOKUP(A182,'Load Rating Exterior Beam'!$A$186:$H$215,8,FALSE)","v":1.4932727714065139},{"$f":"VLOOKUP($A182,'Load Rating Exterior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A182,'Load Rating Exterior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"}]
["B. Ohio Legal Vehicles"]
["2F1",{"$f":"VLOOKUP($A184,'Load Rating Interior Beam'!$A$186:$J$215,8,FALSE)","v":3.392867922166166},{"$f":"VLOOKUP($A184,'Load Rating Interior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A184,'Load Rating Interior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"},{"$f":"VLOOKUP(A184,'Load Rating Exterior Beam'!$A$186:$H$215,8,FALSE)","v":3.2338693459884031},{"$f":"VLOOKUP($A184,'Load Rating Exterior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A184,'Load Rating Exterior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"}]
["3F1",{"$f":"VLOOKUP($A185,'Load Rating Interior Beam'!$A$186:$J$215,8,FALSE)","v":2.2717679448599681},{"$f":"VLOOKUP($A185,'Load Rating Interior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A185,'Load Rating Interior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"},{"$f":"VLOOKUP(A185,'Load Rating Exterior Beam'!$A$186:$H$215,8,FALSE)","v":2.1653070165464352},{"$f":"VLOOKUP($A185,'Load Rating Exterior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A185,'Load Rating Exterior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"}]
["5C1",{"$f":"VLOOKUP($A186,'Load Rating Interior Beam'!$A$186:$J$215,8,FALSE)","v":2.3140220371409868},{"$f":"VLOOKUP($A186,'Load Rating Interior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A186,'Load Rating Interior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"},{"$f":"VLOOKUP(A186,'Load Rating Exterior Beam'!$A$186:$H$215,8,FALSE)","v":2.2055809726522506},{"$f":"VLOOKUP($A186,'Load Rating Exterior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A186,'Load Rating Exterior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"}]
["C. Special Hauling Vehicles"]
["SU4",{"$f":"VLOOKUP($A188,'Load Rating Interior Beam'!$A$186:$J$215,8,FALSE)","v":1.9956894165473174},{"$f":"VLOOKUP($A188,'Load Rating Interior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A188,'Load Rating Interior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"},{"$f":"VLOOKUP(A188,'Load Rating Exterior Beam'!$A$186:$H$215,8,FALSE)","v":1.9021662429362829},{"$f":"VLOOKUP($A188,'Load Rating Exterior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A188,'Load Rating Exterior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"}]
["SU5",{"$f":"VLOOKUP($A189,'Load Rating Interior Beam'!$A$186:$J$215,8,FALSE)","v":1.813050360993115},{"$f":"VLOOKUP($A189,'Load Rating Interior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A189,'Load Rating Interior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"},{"$f":"VLOOKUP(A189,'Load Rating Exterior Beam'!$A$186:$H$215,8,FALSE)","v":1.7280861264430005},{"$f":"VLOOKUP($A189,'Load Rating Exterior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A189,'Load Rating Exterior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"}]
["SU6",{"$f":"VLOOKUP($A190,'Load Rating Interior Beam'!$A$186:$J$215,8,FALSE)","v":1.6263295805001985},{"$f":"VLOOKUP($A190,'Load Rating Interior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A190,'Load Rating Interior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"},{"$f":"VLOOKUP(A190,'Load Rating Exterior Beam'!$A$186:$H$215,8,FALSE)","v":1.5501155652106737},{"$f":"VLOOKUP($A190,'Load Rating Exterior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A190,'Load Rating Exterior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"}]
["SU7",{"$f":"VLOOKUP($A191,'Load Rating Interior Beam'!$A$186:$J$215,8,FALSE)","v":1.49233015970253},{"$f":"VLOOKUP($A191,'Load Rating Interior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A191,'Load Rating Interior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"},{"$f":"VLOOKUP(A191,'Load Rating Exterior Beam'!$A$186:$H$215,8,FALSE)","v":1.4223957042438728},{"$f":"VLOOKUP($A191,'Load Rating Exterior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A191,'Load Rating Exterior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"}]
["D. Emergency Vehicles"]
["EV2",{"$f":"VLOOKUP($A193,'Load Rating Interior Beam'!$A$186:$J$215,8,FALSE)","v":2.1878483930461687},{"$f":"VLOOKUP($A193,'Load Rating Interior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A193,'Load Rating Interior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"},{"$f":"VLOOKUP(A193,'Load Rating Exterior Beam'!$A$186:$H$215,8,FALSE)","v":2.0853201522282783},{"$f":"VLOOKUP($A193,'Load Rating Exterior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A193,'Load Rating Exterior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"}]
["EV3",{"$f":"VLOOKUP($A194,'Load Rating Interior Beam'!$A$186:$J$215,8,FALSE)","v":1.6920925467819712},{"$f":"VLOOKUP($A194,'Load Rating Interior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A194,'Load Rating Interior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"},{"$f":"VLOOKUP(A194,'Load Rating Exterior Beam'!$A$186:$H$215,8,FALSE)","v":1.6127967086087096},{"$f":"VLOOKUP($A194,'Load Rating Exterior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A194,'Load Rating Exterior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"}]
["E. AASHTO Legal Vehicles"]
["Type3",{"$f":"VLOOKUP($A196,'Load Rating Interior Beam'!$A$186:$J$215,8,FALSE)","v":2.2513334726188603},{"$f":"VLOOKUP($A196,'Load Rating Interior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A196,'Load Rating Interior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"},{"$f":"VLOOKUP(A196,'Load Rating Exterior Beam'!$A$186:$H$215,8,FALSE)","v":2.1458301565866815},{"$f":"VLOOKUP($A196,'Load Rating Exterior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A196,'Load Rating Exterior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"}]
["Type3S2",{"$f":"VLOOKUP($A197,'Load Rating Interior Beam'!$A$186:$J$215,8,FALSE)","v":2.1169983235206509},{"$f":"VLOOKUP($A197,'Load Rating Interior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A197,'Load Rating Interior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"},{"$f":"VLOOKUP(A197,'Load Rating Exterior Beam'!$A$186:$H$215,8,FALSE)","v":2.0177903004168236},{"$f":"VLOOKUP($A197,'Load Rating Exterior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A197,'Load Rating Exterior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"}]
["Type3_3",{"$f":"VLOOKUP($A198,'Load Rating Interior Beam'!$A$186:$J$215,8,FALSE)","v":2.2771572967738822},{"$f":"VLOOKUP($A198,'Load Rating Interior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A198,'Load Rating Interior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"},{"$f":"VLOOKUP(A198,'Load Rating Exterior Beam'!$A$186:$H$215,8,FALSE)","v":2.1704438094747087},{"$f":"VLOOKUP($A198,'Load Rating Exterior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A198,'Load Rating Exterior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength I"}]
["F. Permit Vehicles"]
["PL60T",{"$f":"VLOOKUP($A200,'Load Rating Interior Beam'!$A$186:$J$215,8,FALSE)","v":2.3903276639441149},{"$f":"VLOOKUP($A200,'Load Rating Interior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A200,'Load Rating Interior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength II"},{"$f":"VLOOKUP(A200,'Load Rating Exterior Beam'!$A$186:$H$215,8,FALSE)","v":2.2783107202009032},{"$f":"VLOOKUP($A200,'Load Rating Exterior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A200,'Load Rating Exterior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength II"}]
["PL65T",{"$f":"VLOOKUP($A201,'Load Rating Interior Beam'!$A$186:$J$215,8,FALSE)","v":1.8487772129059497},{"$f":"VLOOKUP($A201,'Load Rating Interior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A201,'Load Rating Interior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength II"},{"$f":"VLOOKUP(A201,'Load Rating Exterior Beam'!$A$186:$H$215,8,FALSE)","v":1.7621387255656391},{"$f":"VLOOKUP($A201,'Load Rating Exterior Beam'!$A$186:$J$215,9,FALSE)","v":"Flexure"},{"$f":"VLOOKUP($A201,'Load Rating Exterior Beam'!$A$186:$J$215,10,FALSE)","v":"Strength II"}]
["G. Custom Vehicles"]
["Custom_Vehicle_1",{"$f":"IF(add_custom_vehicle = \"YES\",VLOOKUP($A203,'Load Rating Interior Beam'!$A$186:$J$215,8,FALSE),\"N/A\")","v":2.5360960157715269},{"$f":"IF(add_custom_vehicle = \"YES\",VLOOKUP($A203,'Load Rating Interior Beam'!$A$186:$J$215,9,FALSE),\"N/A\")","v":"Flexure"},{"$f":"IF(add_custom_vehicle = \"YES\",VLOOKUP($A203,'Load Rating Interior Beam'!$A$186:$J$215,10,FALSE),\"N/A\")","v":"Strength II"},{"$f":"IF(add_custom_vehicle = \"YES\",VLOOKUP(A203,'Load Rating Exterior Beam'!$A$186:$H$215,8,FALSE),\"N/A\")","v":2.2391037784862045},{"$f":"IF(add_custom_vehicle = \"YES\",VLOOKUP($A203,'Load Rating Exterior Beam'!$A$186:$J$215,9,FALSE),\"N/A\")","v":"Flexure"},{"$f":"IF(add_custom_vehicle = \"YES\",VLOOKUP($A203,'Load Rating Exterior Beam'!$A$186:$J$215,10,FALSE),\"N/A\")","v":"Strength II"}]

{"sheet":"Capacity","index":3,"n_rows":226,"n_cols":10,"rows_kept":226,"cut":false,"hidden":true,"merged":[[100,9,101,9],[132,9,133,9],[164,9,165,9],[196,9,197,9],[82,0,82,4],[196,0,197,0],[132,0,133,0],[94,0,94,4],[95,0,95,4],[97,0,97,4],[100,0,101,0],[164,0,165,0],[81,0,81,4],[91,0,91,4],[93,0,93,4],[90,0,90,4],[86,0,86,4],[87,0,87,4],[88,0,88,4],[83,0,83,4],[80,0,80,4],[47,0,47,4],[48,0,48,4],[49,0,49,4],[50,0,50,4],[51,0,51,4],[64,0,64,4],[76,0,76,4],[69,0,70,4],[72,0,72,4],[73,0,73,4],[75,0,75,4],[26,0,26,4],[33,0,33,4],[34,0,34,4],[35,0,35,4],[79,0,79,4],[40,0,40,4],[41,0,41,4],[43,0,43,4],[44,0,44,4],[45,0,45,4],[63,0,63,4],[28,0,28,4],[32,0,32,4],[34,5,34,7],[54,0,54,4],[55,0,55,4],[57,0,57,4],[62,0,62,4],[52,0,52,4],[53,0,53,4],[3,0,3,4],[4,0,4,4],[5,0,5,4],[6,0,6,4],[8,0,8,4],[9,0,9,4],[10,0,10,4],[11,0,11,4],[14,0,14,4],[15,0,15,4],[16,0,16,4],[23,0,23,4],[24,0,24,4],[25,0,25,4],[16,5,16,6],[19,0,19,4],[20,0,20,4],[21,0,21,4],[21,5,21,6]]}
["Moment Capacity of Beam"]
[]
["a. Nominal Flexural Resistance (Mn)"]
["Area of prestressing strands",null,null,null,null,"Aps",{"$f":"(SUMIF(MAIN!E107:E109,\"Bottom Flange\",MAIN!B107:B109))*Area_PS","v":5.0100000000000007},"in2"]
["Area of non-prestressed reinforcement ",null,null,null,null,"As",{"$f":"MAIN!C115*MAIN!D115","v":0.62},"in2"]
["Area of compressive reinforcement",null,null,null,null,"As'",0,"in2"]
["Stress block factor",null,null,null,null,"β'",{"$f":"Stress_block_Factor(S_type)","v":0.7}]
[]
["Centroid of prestressing strands from extreme tensile face",null,null,null,null,"ybs",{"$f":"SUMPRODUCT(MAIN!B107:B108,MAIN!C107:C108)/SUM(MAIN!B107:B108)","v":2.8},"in"]
["Depth from extreme compression face to centroid of prestressing strand",null,null,null,null,"dp",{"$f":"(h+h_slab)-ybs_center","v":18.2},"in"]
["Centroid of non prestressing reinforcement from exteme tensile face",null,null,null,null,"ys",{"$f":"MAIN!E115","v":2},"in"]
["Depth from extreme compression face to centroid of non-prestressing reinforcement",null,null,null,null,"ds",{"$f":"IF(ys_center=0,0,(h+h_slab)-ys_center)","v":19},"in"]
[]
["Rectangular section behaviour"]
["Distance from the extreme compression fiber to the neutral axis",null,null,null,null,"c",{"$f":"Depth_NA_rect(S_type)","v":6.2968112911657093},"in"]
["Depth of compression block",null,null,null,null,"a",{"$f":"G15*beta","v":4.407767903815996},"in"]
[null,null,null,null,null,"check a <hf",null,{"$f":"IF(G16<hf+h_slab, \"OK\",\"NG\")","v":"OK"}]
[]
["T-section behaviour"]
["Distance from the extreme compression fiber to the neutral axis",null,null,null,null,"c",{"$f":"IF(H17=\"NG\",Depth_NA_T_section(S_type),NA())","v":{"$error":"#N/A"}},"in"]
["Depth of compression block",null,null,null,null,"a",{"$f":"_xlfn.IFNA(G20*beta,NA())","v":{"$error":"#N/A"}},"in"]
[null,null,null,null,null,"check a >hf",null,{"$f":"IF(G21>hf,\"OK\",NA())","v":{"$error":"#N/A"}}]
[]
["Behaviour of beam",null,null,null,null,{"$f":"IF(H17=\"OK\",\"Rectangular Section Behaviour\",\"T-Section Behaviour\")","v":"Rectangular Section Behaviour"}]
["Depth of compression block",null,null,null,null,"a",{"$f":"IF(F24=\"Rectangular Section Behaviour\",G16,G21)","v":4.407767903815996},"in"]
["Distance from the extreme compression fiber to the neutral axis",null,null,null,null,"c",{"$f":"IF(F24=\"Rectangular Section Behaviour\",G15,G20)","v":6.2968112911657093},"in"]
["Average stress in prestressing strands",null,null,null,null,"fps",{"$f":"fpu*(1-MAIN!C74*(c_beam/dp))","v":243.84401463669627},"ksi"]
[]
["Nominal flexural resistance",null,null,null,null,"Mn",{"$f":"Nominal_flexural_resistance(S_type)","v":1680.5505722794026},"kips-ft"]
[]
["b. Flexural Resistance"]
["Maximum Reinforcement"]
["Depth from extreme compression strand to centroid of extreme tensile strand",null,null,null,null,"dt",{"$f":"(h+h_slab)-MAIN!C107","v":19},"in"]
["Strain in tensile face",null,null,null,null,"et",{"$f":"(dt/c_beam-1)*0.003","v":6.0522007670723386E-3}]
["Section control",null,null,null,null,{"$f":"IF(G34<0.002,\"Compression Ccontrolled\",IF(G34>0.005,\"Tension controlled\",\"Transition\"))","v":"Tension controlled"}]
["Resistance factor",null,null,null,null,"ϕ",{"$f":"IF(F35=\"Tension controlled\",1,IF(F35=\"Compression controlled\",0.75,0.75+0.25*(G34-0.002)/(0.003)))","v":1}]
[]
["Minimum Reinforcement"]
["Amount of reinforcement must be sufficient to develop Mr equal to or lesser of 1.33Mu or Mcr"]
["Check at mid span "]
["Ultimate bending moment for strength I for HL93",null,null,null,null,"Mu",{"$f":"'Load Rating Interior Beam'!B84*'Load Rating Interior Beam'!F84+'Load Rating Interior Beam'!C84*'Load Rating Interior Beam'!G84+'Load Rating Interior Beam'!D84*'Load Rating Interior Beam'!H84","v":1622.2631263595836},"kip-ft"]
["Non composite dead load moment at mid span",null,null,null,null,"Mdnc",{"$f":"'Calculation Summary'!D14+'Calculation Summary'!F14","v":384.97811848958332},"kip-ft"]
[]
["Flexural cracking variability factor",null,null,null,null,"ᵞ1",1.6]
["Prestress variability factor",null,null,null,null,"ᵞ2",1.1000000000000001]
["For prestressed steel",null,null,null,null,"ᵞ3",1]
[]
["Modulus of rupture of concrete",null,null,null,null,"fr",{"$f":"0.24*1*SQRT(fc_design)","v":0.63498031465550175},"ksi"]
["Compressive stress in concrete due to effective prestress force ",null,null,null,null,"fcpe",{"$f":"('Prestress Losses'!C96/'Section Props'!C90) + ('Prestress Losses'!C96 * 'Section Props'!C92 / 'Section Props'!C95)","v":3.1924540204123746},"ksi"]
[null,null,null,null,null,"Sbtc",{"$f":"Sbtc","v":3465.869588509941},"in3"]
[null,null,null,null,null,"Sbtf",{"$f":"Sbtf","v":3465.869588509941},"in3"]
["Cracking moment",null,null,null,null,"Mcr",{"$f":"G50/12*(G48+G49)-G42*(G50/G51 - 1)","v":1105.4490219942099},"kips-ft"]
[null,null,null,null,null,"1.33Mu",{"$f":"1.33*G41","v":2157.6099580582463},"kips-ft"]
["Flexural resistance",null,null,null,null,"Mr",{"$f":"G36*G29","v":1680.5505722794026},"kips-ft"]
["Check ",null,null,null,null,"Mr > Min (1.33 Mu , Mcr)",null,{"$f":"IFERROR(IF(G54>MIN(G52:G53),\"OK\",\"Minimum reinforcement not available\"), \"Not Ok\")","v":"OK"}]
["Reduction factor",null,null,null,null,"K",{"$f":"MIN(G54/MIN(G52:G53),1)","v":1}]
[]
["Flexural resistance",null,null,null,null,"Mr",{"$f":"G36*G29*G56","v":1680.5505722794026},"kips-ft"]
[]
["For Service I limit state"]
[]
["For Service III limit state"]
["Allowable tensile stress",null,null,null,null,null,{"$f":"'Prestress Losses'!C112","v":-0.50269274910227224},"ksi"]
["Compressive stress due to prestress",null,null,null,null,"fpb",{"$f":"G49","v":3.1924540204123746},"ksi"]
["Flexural resistance ",null,null,null,null,"fr",{"$f":"ABS(G63)+G64","v":3.6951467695146469},"ksi"]
[]
["Shear Capacity of Beam"]
[]
["Shear critical location from inside face of bearing",null,null,null,null,"dv",{"$f":"MAX(de-a/2,G70,G71)","v":16.328571428571429},"in"]
["dv = de - a/2\nbut not less than 0.92de or 0.72h",null,null,null,null,"0.9de",{"$f":"0.9*de","v":16.328571428571429},"in"]
[null,null,null,null,null,"0.72h",{"$f":"0.72*(h+h_slab)","v":15.12},"in"]
[]
["Centroid of prestressing strands from extreme tensile face",null,null,null,null,"ybs",{"$f":"(SUMPRODUCT(MAIN!B107:B108,MAIN!C107:C108)-SUMPRODUCT(MAIN!B111,MAIN!C111))/(SUM(MAIN!B107:B108)-MAIN!B111)","v":2.8571428571428572},"in"]
["Depth from extreme compression face to centroid of prestressing strand",null,null,null,null,"de",{"$f":"(h+h_slab)-G73","v":18.142857142857142},"in"]
[]
["Location of critical shear from center of the support ",null,null,null,null,null,{"$f":"G69+MAIN!B11/2","v":19.328571428571429},"in"]
["Location of critical shear from center of the support ",null,null,null,null,null,{"$f":"G76/12","v":1.6107142857142858},"ft"]
[]
["a. Nominal Shear Resistance (Vn)"]
["Minimum traverse reinforcement required in typical shear critical point",null,null,null,null,"Av_min",{"$f":"0.0316*1*SQRT(fc_design)*bw_single*2*MAIN!$D$119/fy","v":4.5983157786302589E-2},"in2"]
["Traverse reinforcement provided in typical shear critical point",null,null,null,null,"Av",{"$f":"MAIN!E119","v":0.4},"in2"]
["Minimum traverse reinforcement required in Region 2",null,null,null,null,"Av_min",{"$f":"0.0316*1*SQRT(fc_design)*bw_single*2*MAIN!$D$120/fy","v":9.1966315572605178E-2},"in2"]
["Traverse reinforcement provided in Region 2",null,null,null,null,"Av",{"$f":"MAIN!E120","v":0.4},"in2"]
[{"$f":"IF(G81>G80, \"Section has minimum traverse reinforcement\",\"Section doesnot have minimum traverse reinforcement\")","v":"Section has minimum traverse reinforcement"},null,null,null,null,null,{"$f":"IF(A84= \"Section has minimum traverse reinforcement\", \"OK\",\"Not OK\")","v":"OK"}]
[]
["Nominal shear resistance at shear critical location for interior beam due to HL93 "]
["Nominal shear resistance for concrete",null,null,null,null,"Vc",{"$f":"0.0316*beta_shear*1*SQRT(fc_design)*(bw_single*2)*dv","v":72.080570536791583},"kips"]
["Shear reistance due to traverse reinforcement",null,null,null,null,"Vs",{"$f":"MAIN!E119*fy*dv*(_xlfn.COT(RADIANS(theta))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!D119","v":235.66018106002716},"kips"]
["Shear resistance due to prestressing strands",null,null,null,null,"Vp",0,"kips"]
[]
["Factor indicating ability of diagonally cracked concrete to transmit tension and shear",null,null,null,null,"β",{"$f":"4.8/(1+750*epsilon_s)","v":4.8}]
["Angle of inclination of diagonal compressive stress",null,null,null,null,"θ",{"$f":"29+3500*epsilon_s","v":29},"degrees"]
[]
["Factored bending moment at shear critical location due to HL93",null,null,null,null,"Mu",{"$f":"1.25*'Calculation Summary'!G15+1.5*'Calculation Summary'!I15+1.75*('Calculation Summary'!D67)","v":163.28051438066808},"kips-ft"]
["Factored shear force at shear critical location due to HL93",null,null,null,null,"Vu",{"$f":"1.25*SUM('Calculation Summary'!G51)+1.5*'Calculation Summary'!I51+1.75*('Calculation Summary'!B102)","v":141.84006030635089},"kips"]
["Strain at tensile face",null,null,null,null,"εs",{"$f":"MAX((ABS(G94)/dv+0+ABS(G95-Vp)-Aps*189)/(Ep*As+28000*Aps),0)","v":0}]
[]
["Nominal shear resistance",null,null,null,null,"Vn",{"$f":"Vc+Vs+Vp","v":307.74075159681877},"kips"]
["Nominal Shear Resistance at Shear Critical Location for Interior Beam due to "]
[]
["Vehicle type","Mu","Vu","εs","β","θ","Vc","Vs","Vn","Remarks"]
[null,"(kips-ft)","(kips)",null,null,"(degrees)","(kips)","(kips)","(kips)"]
["A. Design Vehicles"]
["HL93"]
["Inventory",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Interior Beam'!D84*'Calculation Summary'!D67","v":163.28051438066808},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Interior Beam'!D84*'Calculation Summary'!B102","v":141.84006030635089},{"$f":"VLOOKUP(A105,Shear_capacity!$A$5:$AP$23,40,FALSE)","v":-1.9841721677293231E-4},{"$f":"4.8/(1+750*D105)","v":5.63918328994792},{"$f":"29+3500*D105","v":28.305539741294737},{"$f":"0.0316*E105*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682406021039057},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F105))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.5474009640549},{"$f":"MIN(G105+H105,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A105,Shear_capacity!$A$5:$AP$23,42,FALSE)","v":"Sectional method governs"}]
["Operating",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Interior Beam'!D85*'Calculation Summary'!D68","v":144.30793578373658},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Interior Beam'!D85*'Calculation Summary'!B103","v":120.38919436047749},{"$f":"VLOOKUP(A106,Shear_capacity!$A$5:$AP$23,40,FALSE)","v":-1.9841737092991327E-4},{"$f":"4.8/(1+750*D106)","v":5.6391840559248738},{"$f":"29+3500*D106","v":28.305539201745304},{"$f":"0.0316*E106*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682417523550683},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F106))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740643512821},{"$f":"MIN(G106+H106,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A106,Shear_capacity!$A$5:$AP$23,42,FALSE)","v":"Sectional method governs"}]
["HL93_Tandem"]
["Inventory_Tandem",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Interior Beam'!D87*'Calculation Summary'!D70","v":149.25991903006138},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Interior Beam'!D87*'Calculation Summary'!B105","v":125.90606821807344},{"$f":"VLOOKUP(A108,Shear_capacity!$A$5:$AP$23,40,FALSE)","v":-1.9841733007451039E-4},{"$f":"4.8/(1+750*D108)","v":5.6391838529220646},{"$f":"29+3500*D108","v":28.305539344739213},{"$f":"0.0316*E108*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682414475101055},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F108))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740498515878},{"$f":"MIN(G108+H108,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A108,Shear_capacity!$A$5:$AP$23,42,FALSE)","v":"Sectional method governs"}]
["Operating_Tandem",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Interior Beam'!D88*'Calculation Summary'!D71","v":133.49204794183999},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Interior Beam'!D88*'Calculation Summary'!B106","v":108.09725760666348},{"$f":"VLOOKUP(A109,Shear_capacity!$A$5:$AP$23,40,FALSE)","v":-1.9841738590798536E-4},{"$f":"4.8/(1+750*D109)","v":5.6391841303480987},{"$f":"29+3500*D109","v":28.305539149322051},{"$f":"0.0316*E109*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682418641148317},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F109))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.5474069667041},{"$f":"MIN(G109+H109,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A109,Shear_capacity!$A$5:$AP$23,42,FALSE)","v":"Sectional method governs"}]
["B. Ohio Legal Vehicles"]
["2F1",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Interior Beam'!D90*'Calculation Summary'!D73","v":105.59383326481652},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Interior Beam'!D90*'Calculation Summary'!B108","v":76.766078294529891},{"$f":"VLOOKUP(A111,Shear_capacity!$A$5:$AP$23,40,FALSE)","v":-1.9841708973384646E-4},{"$f":"4.8/(1+750*D111)","v":5.6391826587148284},{"$f":"29+3500*D111","v":28.305540185931537},{"$f":"0.0316*E111*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682396541947099},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F111))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54739645540326},{"$f":"MIN(G111+H111,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A111,Shear_capacity!$A$5:$AP$23,42,FALSE)","v":"Sectional method governs"}]
["3F1",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Interior Beam'!D91*'Calculation Summary'!D74","v":117.94485987022844},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Interior Beam'!D91*'Calculation Summary'!B109","v":90.802654865739584},{"$f":"VLOOKUP(A112,Shear_capacity!$A$5:$AP$23,40,FALSE)","v":-1.9841722287631072E-4},{"$f":"4.8/(1+750*D112)","v":5.6391833202744523},{"$f":"29+3500*D112","v":28.305539719932913},{"$f":"0.0316*E112*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.68240647644609},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F112))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740118066547},{"$f":"MIN(G112+H112,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A112,Shear_capacity!$A$5:$AP$23,42,FALSE)","v":"Sectional method governs"}]
["5C1",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Interior Beam'!D92*'Calculation Summary'!D75","v":124.4983540874095},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Interior Beam'!D92*'Calculation Summary'!B110","v":98.250507285402733},{"$f":"VLOOKUP(A113,Shear_capacity!$A$5:$AP$23,40,FALSE)","v":-1.9841729322182477E-4},{"$f":"4.8/(1+750*D113)","v":5.6391836698080171},{"$f":"29+3500*D113","v":28.305539473723613},{"$f":"0.0316*E113*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682411725316669},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F113))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740367724693},{"$f":"MIN(G113+H113,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A113,Shear_capacity!$A$5:$AP$23,42,FALSE)","v":"Sectional method governs"}]
["C. Specialized Hauling Vehicles"]
["SU4",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Interior Beam'!D94*'Calculation Summary'!D77","v":123.50716210283528},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Interior Beam'!D94*'Calculation Summary'!B112","v":97.124046900146311},{"$f":"VLOOKUP(A115,Shear_capacity!$A$5:$AP$23,40,FALSE)","v":-1.9841728259561991E-4},{"$f":"4.8/(1+750*D115)","v":5.6391836170084106},{"$f":"29+3500*D115","v":28.305539510915331},{"$f":"0.0316*E115*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682410932436298},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F115))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740330012007},{"$f":"MIN(G115+H115,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A115,Shear_capacity!$A$5:$AP$23,42,FALSE)","v":"Sectional method governs"}]
["SU5",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Interior Beam'!D95*'Calculation Summary'!D78","v":128.62349264809731},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Interior Beam'!D95*'Calculation Summary'!B113","v":102.93860529731808},{"$f":"VLOOKUP(A116,Shear_capacity!$A$5:$AP$23,40,FALSE)","v":-1.9841733739517221E-4},{"$f":"4.8/(1+750*D116)","v":5.6391838892970547},{"$f":"29+3500*D116","v":28.305539319116896},{"$f":"0.0316*E116*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682415021336467},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F116))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740524497109},{"$f":"MIN(G116+H116,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A116,Shear_capacity!$A$5:$AP$23,42,FALSE)","v":"Sectional method governs"}]
["SU6",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Interior Beam'!D96*'Calculation Summary'!D79","v":132.02639101132792},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Interior Beam'!D96*'Calculation Summary'!B114","v":106.80589867830723},{"$f":"VLOOKUP(A117,Shear_capacity!$A$5:$AP$23,40,FALSE)","v":-1.9841737377308618E-4},{"$f":"4.8/(1+750*D117)","v":5.6391840700520657},{"$f":"29+3500*D117","v":28.3055391917942},{"$f":"0.0316*E117*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682417735695694},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F117))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740653603315},{"$f":"MIN(G117+H117,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A117,Shear_capacity!$A$5:$AP$23,42,FALSE)","v":"Sectional method governs"}]
["SU7",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Interior Beam'!D97*'Calculation Summary'!D80","v":135.27521511583356},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Interior Beam'!D97*'Calculation Summary'!B115","v":110.49809121955747},{"$f":"VLOOKUP(A118,Shear_capacity!$A$5:$AP$23,40,FALSE)","v":-1.9841740845222587E-4},{"$f":"4.8/(1+750*D118)","v":5.6391842423661975},{"$f":"29+3500*D118","v":28.305539070417211},{"$f":"0.0316*E118*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682420323300065},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F118))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740776680532},{"$f":"MIN(G118+H118,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A118,Shear_capacity!$A$5:$AP$23,42,FALSE)","v":"Sectional method governs"}]
["D. Emergency Vehicles"]
["EV2",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Interior Beam'!D99*'Calculation Summary'!D82","v":121.67899570612764},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Interior Beam'!D99*'Calculation Summary'!B117","v":95.046389841173166},{"$f":"VLOOKUP(A120,Shear_capacity!$A$5:$AP$23,40,FALSE)","v":-1.9841726298410275E-4},{"$f":"4.8/(1+750*D120)","v":5.6391835195624855},{"$f":"29+3500*D120","v":28.305539579555642},{"$f":"0.0316*E120*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682409469111747},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F120))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.5474026041019},{"$f":"MIN(G120+H120,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A120,Shear_capacity!$A$5:$AP$23,42,FALSE)","v":"Sectional method governs"}]
["EV3",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Interior Beam'!D100*'Calculation Summary'!D83","v":132.23432204952178},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Interior Beam'!D100*'Calculation Summary'!B118","v":107.04220615560311},{"$f":"VLOOKUP(A121,Shear_capacity!$A$5:$AP$23,40,FALSE)","v":-1.9841737599412887E-4},{"$f":"4.8/(1+750*D121)","v":5.6391840810880094},{"$f":"29+3500*D121","v":28.305539184020549},{"$f":"0.0316*E121*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682417901420109},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F121))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740661485866},{"$f":"MIN(G121+H121,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A121,Shear_capacity!$A$5:$AP$23,42,FALSE)","v":"Sectional method governs"}]
["E. AASHTO Legal Vehicles"]
["Type3",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Interior Beam'!D102*'Calculation Summary'!D85","v":119.61108176816983},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Interior Beam'!D102*'Calculation Summary'!B120","v":92.696266789855486},{"$f":"VLOOKUP(A123,Shear_capacity!$A$5:$AP$23,40,FALSE)","v":-1.9841724078127523E-4},{"$f":"4.8/(1+750*D123)","v":5.6391834092408333},{"$f":"29+3500*D123","v":28.305539657265538},{"$f":"0.0316*E123*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682407812435144},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F123))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740181611751},{"$f":"MIN(G123+H123,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A123,Shear_capacity!$A$5:$AP$23,42,FALSE)","v":"Sectional method governs"}]
["Type3S2",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Interior Beam'!D103*'Calculation Summary'!D86","v":125.70924685635185},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Interior Beam'!D103*'Calculation Summary'!B121","v":99.626651116502373},{"$f":"VLOOKUP(A124,Shear_capacity!$A$5:$AP$23,40,FALSE)","v":-1.9841730619694445E-4},{"$f":"4.8/(1+750*D124)","v":5.6391837342789399},{"$f":"29+3500*D124","v":28.305539428310695},{"$f":"0.0316*E124*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.68241269346268},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F124))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740413773746},{"$f":"MIN(G124+H124,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A124,Shear_capacity!$A$5:$AP$23,42,FALSE)","v":"Sectional method governs"}]
["Type3_3",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Interior Beam'!D104*'Calculation Summary'!D87","v":124.86070608337715},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Interior Beam'!D104*'Calculation Summary'!B122","v":98.662309615656156},{"$f":"VLOOKUP(A125,Shear_capacity!$A$5:$AP$23,40,FALSE)","v":-1.9841729710528685E-4},{"$f":"4.8/(1+750*D125)","v":5.6391836891042075},{"$f":"29+3500*D125","v":28.305539460131495},{"$f":"0.0316*E125*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682412015083415},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F125))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.5474038150721},{"$f":"MIN(G125+H125,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A125,Shear_capacity!$A$5:$AP$23,42,FALSE)","v":"Sectional method governs"}]
["F. Permit Vehicles"]
["PL60T",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Interior Beam'!D109*'Calculation Summary'!D89","v":122.67462169872974},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Interior Beam'!D109*'Calculation Summary'!B124","v":96.177889345459036},{"$f":"VLOOKUP(A127,Shear_capacity!$A$5:$AP$23,40,FALSE)","v":-1.9841727366660351E-4},{"$f":"4.8/(1+750*D127)","v":5.639183572641814},{"$f":"29+3500*D127","v":28.305539542166887},{"$f":"0.0316*E127*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682410266192633},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F127))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740298322682},{"$f":"MIN(G127+H127,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A127,Shear_capacity!$A$5:$AP$23,42,FALSE)","v":"Sectional method governs"}]
["PL65T",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Interior Beam'!D110*'Calculation Summary'!D90","v":134.37838190503768},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Interior Beam'!D110*'Calculation Summary'!B125","v":109.47886679092392},{"$f":"VLOOKUP(A128,Shear_capacity!$A$5:$AP$23,40,FALSE)","v":-1.9841739888413543E-4},{"$f":"4.8/(1+750*D128)","v":5.6391841948241517},{"$f":"29+3500*D128","v":28.305539103905527},{"$f":"0.0316*E128*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682419609371365},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F128))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740742723121},{"$f":"MIN(G128+H128,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A128,Shear_capacity!$A$5:$AP$23,42,FALSE)","v":"Sectional method governs"}]
["G. Custom Vehicles"]
["Custom_Vehicle_1",{"$f":"IF(add_custom_vehicle = \"YES\",1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Interior Beam'!D112*'Calculation Summary'!D92,\"N/A\")","v":110.35452870882027},{"$f":"IF(add_custom_vehicle = \"YES\",1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Interior Beam'!D112*'Calculation Summary'!B127,\"N/A\")","v":98.103285972635575},{"$f":"IF(add_custom_vehicle=\"YES\",VLOOKUP(A130,Shear_capacity!$A$5:$AP$23,40,FALSE),\"N/A\")","v":-1.9841729183331513E-4},{"$f":"IF(add_custom_vehicle = \"YES\",4.8/(1+750*D130),\"N/A\")","v":5.639183662908775},{"$f":"IF(add_custom_vehicle = \"YES\",29+3500*D130,\"N/A\")","v":28.305539478583398},{"$f":"IF(add_custom_vehicle = \"YES\",0.0316*E130*1*SQRT(fc_design)*(bw_single*2)*dv,\"N/A\")","v":84.682411621712234},{"$f":"IF(add_custom_vehicle = \"YES\",$G$81*fy*dv*(_xlfn.COT(RADIANS(F130))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119,\"N/A\")","v":242.54740362796835},{"$f":"IF(add_custom_vehicle = \"YES\",MIN(G130+H130,0.25*fc_design*bw_single*2*dv),\"N/A\")","v":314.32499999999999},{"$f":"IF(add_custom_vehicle = \"YES\",VLOOKUP(A130,Shear_capacity!$A$5:$AP$23,42,FALSE),\"N/A\")","v":"Sectional method governs"}]
[]
["Nominal Shear Resistance at Shear Critical Location for Exterior Beam due to "]
["Vehicle type","Mu","Vu","εs","β","θ","Vc","Vs","Vn","Remarks"]
[null,"(kips-ft)","(kips)",null,null,"(degrees)","(kips)","(kips)","(kips)"]
["A. Design Vehicles"]
["HL93"]
["Inventory",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Exterior Beam'!D84*'Calculation Summary'!H67","v":167.36159508927886},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Exterior Beam'!D84*'Calculation Summary'!C102","v":163.99467292677801},{"$f":"VLOOKUP(A137,Shear_capacity!$A$29:$AP$47,40,FALSE)","v":-1.9841707024127208E-4},{"$f":"4.8/(1+750*D137)","v":5.6391825618599407},{"$f":"29+3500*D137","v":28.305540254155549},{"$f":"0.0316*E137*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682395087498023},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F137))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54739576360646},{"$f":"MIN(G137+H137,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A137,Shear_capacity!$A$29:$AP$47,42,FALSE)","v":"Sectional method governs"}]
["Operating",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Exterior Beam'!D85*'Calculation Summary'!H68","v":147.45619804466492},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Exterior Beam'!D85*'Calculation Summary'!C103","v":137.47989552480701},{"$f":"VLOOKUP(A138,Shear_capacity!$A$29:$AP$47,40,FALSE)","v":-1.9841724709743485E-4},{"$f":"4.8/(1+750*D138)","v":5.6391834406246355},{"$f":"29+3500*D138","v":28.305539635158979},{"$f":"0.0316*E138*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682408283718971},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F138))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740204027976},{"$f":"MIN(G138+H138,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A138,Shear_capacity!$A$29:$AP$47,42,FALSE)","v":"Sectional method governs"}]
["HL93_Tandem"]
["Inventory_Tandem",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Exterior Beam'!D87*'Calculation Summary'!H70","v":152.65165380060068},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Exterior Beam'!D87*'Calculation Summary'!C105","v":144.29913921678721},{"$f":"VLOOKUP(A140,Shear_capacity!$A$29:$AP$47,40,FALSE)","v":-1.9841719989099381E-4},{"$f":"4.8/(1+750*D140)","v":5.6391832060647662},{"$f":"29+3500*D140","v":28.305539800381521},{"$f":"0.0316*E140*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682404761383722},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F140))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740036491035},{"$f":"MIN(G140+H140,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A140,Shear_capacity!$A$29:$AP$47,42,FALSE)","v":"Sectional method governs"}]
["Operating_Tandem",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Exterior Beam'!D88*'Calculation Summary'!H71","v":136.10852905054173},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Exterior Beam'!D88*'Calculation Summary'!C106","v":122.2861980913855},{"$f":"VLOOKUP(A141,Shear_capacity!$A$29:$AP$47,40,FALSE)","v":-1.9841735678491609E-4},{"$f":"4.8/(1+750*D141)","v":5.6391839856410426},{"$f":"29+3500*D141","v":28.305539251252792},{"$f":"0.0316*E141*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682416468113473},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F141))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740593311843},{"$f":"MIN(G141+H141,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A141,Shear_capacity!$A$29:$AP$47,42,FALSE)","v":"Sectional method governs"}]
["B. Ohio Legal Vehicles"]
["2F1",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Exterior Beam'!D90*'Calculation Summary'!H73","v":106.83865215189795},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Exterior Beam'!D90*'Calculation Summary'!C108","v":83.558659198612986},{"$f":"VLOOKUP(A143,Shear_capacity!$A$29:$AP$47,40,FALSE)","v":-1.9841715425683937E-4},{"$f":"4.8/(1+750*D143)","v":5.6391829793173089},{"$f":"29+3500*D143","v":28.305539960101061},{"$f":"0.0316*E143*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682401356365801},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F143))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54739874534178},{"$f":"MIN(G143+H143,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A143,Shear_capacity!$A$29:$AP$47,42,FALSE)","v":"Sectional method governs"}]
["3F1",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Exterior Beam'!D91*'Calculation Summary'!H74","v":119.79693756540928},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Exterior Beam'!D91*'Calculation Summary'!C109","v":100.90885402107162},{"$f":"VLOOKUP(A144,Shear_capacity!$A$29:$AP$47,40,FALSE)","v":-1.9841731827998721E-4},{"$f":"4.8/(1+750*D144)","v":5.6391837943173009},{"$f":"29+3500*D144","v":28.305539386020044},{"$f":"0.0316*E144*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682413595045873},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F144))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740456656796},{"$f":"MIN(G144+H144,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A144,Shear_capacity!$A$29:$AP$47,42,FALSE)","v":"Sectional method governs"}]
["5C1",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Exterior Beam'!D92*'Calculation Summary'!H75","v":126.6726452482684},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Exterior Beam'!D92*'Calculation Summary'!C110","v":110.11492288227251},{"$f":"VLOOKUP(A145,Shear_capacity!$A$29:$AP$47,40,FALSE)","v":-1.9841740485563778E-4},{"$f":"4.8/(1+750*D145)","v":5.639184224495426},{"$f":"29+3500*D145","v":28.305539083005268},{"$f":"0.0316*E145*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682420054938518},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F145))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740763916143},{"$f":"MIN(G145+H145,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A145,Shear_capacity!$A$29:$AP$47,42,FALSE)","v":"Sectional method governs"}]
["C. Specialized Hauling Vehicles"]
["SU4",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Exterior Beam'!D94*'Calculation Summary'!H77","v":125.63271965778596},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Exterior Beam'!D94*'Calculation Summary'!C112","v":108.72253870335044},{"$f":"VLOOKUP(A147,Shear_capacity!$A$29:$AP$47,40,FALSE)","v":-1.9841739178153446E-4},{"$f":"4.8/(1+750*D147)","v":5.6391841595326611},{"$f":"29+3500*D147","v":28.305539128764629},{"$f":"0.0316*E147*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.6824190794066},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F147))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740717515793},{"$f":"MIN(G147+H147,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A147,Shear_capacity!$A$29:$AP$47,42,FALSE)","v":"Sectional method governs"}]
["SU5",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Exterior Beam'!D95*'Calculation Summary'!H78","v":131.00060312152334},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Exterior Beam'!D95*'Calculation Summary'!C113","v":115.909741400938},{"$f":"VLOOKUP(A148,Shear_capacity!$A$29:$AP$47,40,FALSE)","v":-1.984174047380242E-4},{"$f":"4.8/(1+750*D148)","v":5.6391842239110259},{"$f":"29+3500*D148","v":28.305539083416914},{"$f":"0.0316*E148*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682420046162719},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F148))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740763498737},{"$f":"MIN(G148+H148,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A148,Shear_capacity!$A$29:$AP$47,42,FALSE)","v":"Sectional method governs"}]
["SU6",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Exterior Beam'!D96*'Calculation Summary'!H79","v":134.57081065427948},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Exterior Beam'!D96*'Calculation Summary'!C114","v":120.68998772776609},{"$f":"VLOOKUP(A149,Shear_capacity!$A$29:$AP$47,40,FALSE)","v":-1.9841736868024667E-4},{"$f":"4.8/(1+750*D149)","v":5.6391840447467034},{"$f":"29+3500*D149","v":28.305539209619138},{"$f":"0.0316*E149*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682417355690504},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F149))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740635528694},{"$f":"MIN(G149+H149,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A149,Shear_capacity!$A$29:$AP$47,42,FALSE)","v":"Sectional method governs"}]
["SU7",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Exterior Beam'!D97*'Calculation Summary'!H80","v":137.97936861058997},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Exterior Beam'!D97*'Calculation Summary'!C115","v":125.25379711445899},{"$f":"VLOOKUP(A150,Shear_capacity!$A$29:$AP$47,40,FALSE)","v":-1.9841733486042115E-4},{"$f":"4.8/(1+750*D150)","v":5.6391838767023543},{"$f":"29+3500*D150","v":28.305539327988527},{"$f":"0.0316*E150*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682414832204557},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F150))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740515501206},{"$f":"MIN(G150+H150,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A150,Shear_capacity!$A$29:$AP$47,42,FALSE)","v":"Sectional method governs"}]
["D. Emergency Vehicles"]
["EV2",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Exterior Beam'!D99*'Calculation Summary'!H82","v":123.71466841324019},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Exterior Beam'!D99*'Calculation Summary'!C117","v":106.15440860663028},{"$f":"VLOOKUP(A152,Shear_capacity!$A$29:$AP$47,40,FALSE)","v":-1.9841736764869132E-4},{"$f":"4.8/(1+750*D152)","v":5.6391840396210995},{"$f":"29+3500*D152","v":28.305539213229579},{"$f":"0.0316*E152*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682417278720408},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F152))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740631867676},{"$f":"MIN(G152+H152,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A152,Shear_capacity!$A$29:$AP$47,42,FALSE)","v":"Sectional method governs"}]
["EV3",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Exterior Beam'!D100*'Calculation Summary'!H83","v":134.78896496851789},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Exterior Beam'!D100*'Calculation Summary'!C118","v":120.98208037217179},{"$f":"VLOOKUP(A153,Shear_capacity!$A$29:$AP$47,40,FALSE)","v":-1.9841736649811123E-4},{"$f":"4.8/(1+750*D153)","v":5.6391840339040824},{"$f":"29+3500*D153","v":28.305539217256612},{"$f":"0.0316*E153*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682417192869181},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F153))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740627784236},{"$f":"MIN(G153+H153,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A153,Shear_capacity!$A$29:$AP$47,42,FALSE)","v":"Sectional method governs"}]
["E. AASHTO Legal Vehicles"]
["Type3",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Exterior Beam'!D102*'Calculation Summary'!H85","v":121.54508203999946},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Exterior Beam'!D102*'Calculation Summary'!C120","v":103.24949140048287},{"$f":"VLOOKUP(A155,Shear_capacity!$A$29:$AP$47,40,FALSE)","v":-1.9841734032159073E-4},{"$f":"4.8/(1+750*D155)","v":5.6391839038378775},{"$f":"29+3500*D155","v":28.305539308874433},{"$f":"0.0316*E155*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682415239692887},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F155))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740534883047},{"$f":"MIN(G155+H155,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A155,Shear_capacity!$A$29:$AP$47,42,FALSE)","v":"Sectional method governs"}]
["Type3S2",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Exterior Beam'!D103*'Calculation Summary'!H86","v":127.94307357835044},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Exterior Beam'!D103*'Calculation Summary'!C121","v":111.81593334249227},{"$f":"VLOOKUP(A156,Shear_capacity!$A$29:$AP$47,40,FALSE)","v":-1.984168259273357E-4},{"$f":"4.8/(1+750*D156)","v":5.6391813479108253},{"$f":"29+3500*D156","v":28.305541109254325},{"$f":"0.0316*E156*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.68237685788452},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F156))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54738709283893},{"$f":"MIN(G156+H156,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A156,Shear_capacity!$A$29:$AP$47,42,FALSE)","v":"Sectional method governs"}]
["Type3_3",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Exterior Beam'!D104*'Calculation Summary'!H87","v":127.05281288403779},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Exterior Beam'!D104*'Calculation Summary'!C122","v":110.62393949483416},{"$f":"VLOOKUP(A157,Shear_capacity!$A$29:$AP$47,40,FALSE)","v":-1.9841740963337536E-4},{"$f":"4.8/(1+750*D157)","v":5.6391842482351064},{"$f":"29+3500*D157","v":28.305539066283185},{"$f":"0.0316*E157*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682420411432204},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F157))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740780872473},{"$f":"MIN(G157+H157,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A157,Shear_capacity!$A$29:$AP$47,42,FALSE)","v":"Sectional method governs"}]
["F. Permit Vehicles"]
["PL60T",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Exterior Beam'!D109*'Calculation Summary'!H89","v":124.75924601714522},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Exterior Beam'!D109*'Calculation Summary'!C124","v":107.55302149071071},{"$f":"VLOOKUP(A159,Shear_capacity!$A$29:$AP$47,40,FALSE)","v":-1.984173807945514E-4},{"$f":"4.8/(1+750*D159)","v":5.6391841049404059},{"$f":"29+3500*D159","v":28.30553916721907},{"$f":"0.0316*E159*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682418259606436},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F159))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740678522694},{"$f":"MIN(G159+H159,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A159,Shear_capacity!$A$29:$AP$47,42,FALSE)","v":"Sectional method governs"}]
["PL65T",{"$f":"1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Exterior Beam'!D110*'Calculation Summary'!H90","v":137.03844110026333},{"$f":"1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Exterior Beam'!D110*'Calculation Summary'!C125","v":123.99396411209628},{"$f":"VLOOKUP(A160,Shear_capacity!$A$29:$AP$47,40,FALSE)","v":-1.9841734413783595E-4},{"$f":"4.8/(1+750*D160)","v":5.6391839228000817},{"$f":"29+3500*D160","v":28.305539295517573},{"$f":"0.0316*E160*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682415524444252},{"$f":"$G$81*fy*dv*(_xlfn.COT(RADIANS(F160))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740548427006},{"$f":"MIN(G160+H160,0.25*fc_design*bw_single*2*dv)","v":314.32499999999999},{"$f":"VLOOKUP(A160,Shear_capacity!$A$29:$AP$47,42,FALSE)","v":"Sectional method governs"}]
["G. Custom Vehicles"]
["Custom_Vehicle_1",{"$f":"IF(add_custom_vehicle = \"YES\",1.25*'Calculation Summary'!$G$15+1.5*'Calculation Summary'!$I$15+'Load Rating Exterior Beam'!D112*'Calculation Summary'!H92,\"N/A\")","v":114.34417990794384},{"$f":"IF(add_custom_vehicle = \"YES\",1.25*'Calculation Summary'!$G$51+1.5*'Calculation Summary'!$I$51+'Load Rating Exterior Beam'!D112*'Calculation Summary'!C127,\"N/A\")","v":111.20516285706235},{"$f":"IF(add_custom_vehicle = \"YES\",VLOOKUP(A162,Shear_capacity!$A$29:$AP$47,40,FALSE),\"N/A\")","v":-1.9841741508769099E-4},{"$f":"IF(add_custom_vehicle = \"YES\",4.8/(1+750*D162),\"N/A\")","v":5.6391842753365777},{"$f":"IF(add_custom_vehicle = \"YES\",29+3500*D162,\"N/A\")","v":28.305539047193083},{"$f":"IF(add_custom_vehicle = \"YES\",0.0316*E162*1*SQRT(fc_design)*(bw_single*2)*dv,\"N/A\")","v":84.682420818409184},{"$f":"IF(add_custom_vehicle = \"YES\",$G$81*fy*dv*(_xlfn.COT(RADIANS(F162))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119,\"N/A\")","v":242.54740800229976},{"$f":"IF(add_custom_vehicle = \"YES\",MIN(G162+H162,0.25*fc_design*bw_single*2*dv),\"N/A\")","v":314.32499999999999},{"$f":"IF(add_custom_vehicle = \"YES\",VLOOKUP(A162,Shear_capacity!$A$29:$AP$47,42,FALSE),\"N/A\")","v":"Sectional method governs"}]
[]
["Nominal Shear Resistance at Region 2 for Interior Beam due to "]
["Vehicle type","Mu","Vu","εs","β","θ","Vc","Vs","Vn","Remarks"]
[null,"(kips-ft)","(kips)",null,null,"(degrees)","(kips)","(kips)","(kips)"]
["A. Design Vehicles"]
["HL93"]
["Inventory",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D84*'Calculation Summary'!E67","v":136.60598922227632},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D84*'Calculation Summary'!D102","v":124.08434782560188},{"$f":"VLOOKUP(A169,Shear_capacity!$A$53:$AP$71,40,FALSE)","v":-3.0840190433762028E-4},{"$f":"4.8/(1+750*D169)","v":6.2443201749321799},{"$f":"29+3500*D169","v":27.920593334818328},{"$f":"0.0316*E169*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769616838231201},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F169))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007852731612},{"$f":"MIN(G169+H169,0.25*fc_design*bw_single*2*dv)","v":217.01969536554731},{"$f":"VLOOKUP(A169,Shear_capacity!$A$53:$AP$71,42,FALSE)","v":"Sectional method governs"}]
["Operating",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D85*'Calculation Summary'!E68","v":122.51384311432744},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D85*'Calculation Summary'!D103","v":106.88695820355954},{"$f":"VLOOKUP(A170,Shear_capacity!$A$53:$AP$71,40,FALSE)","v":-3.0840176868639712E-4},{"$f":"4.8/(1+750*D170)","v":6.2443193484870791},{"$f":"29+3500*D170","v":27.920593809597609},{"$f":"0.0316*E170*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769604427682381},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F170))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007605885384},{"$f":"MIN(G170+H170,0.25*fc_design*bw_single*2*dv)","v":217.01968048653623},{"$f":"VLOOKUP(A170,Shear_capacity!$A$53:$AP$71,42,FALSE)","v":"Sectional method governs"}]
["HL93_Tandem"]
["Inventory_Tandem",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D87*'Calculation Summary'!E70","v":123.51096270047169},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D87*'Calculation Summary'!D105","v":108.10379585847286},{"$f":"VLOOKUP(A172,Shear_capacity!$A$53:$AP$71,40,FALSE)","v":-3.0840177611215277E-4},{"$f":"4.8/(1+750*D172)","v":6.2443193937279444},{"$f":"29+3500*D172","v":27.920593783607465},{"$f":"0.0316*E172*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769605107054744},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F172))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007619398122},{"$f":"MIN(G172+H172,0.25*fc_design*bw_single*2*dv)","v":217.01968130103597},{"$f":"VLOOKUP(A172,Shear_capacity!$A$53:$AP$71,42,FALSE)","v":"Sectional method governs"}]
["Operating_Tandem",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D88*'Calculation Summary'!E71","v":112.41196551179245},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D88*'Calculation Summary'!D106","v":94.559103828917159},{"$f":"VLOOKUP(A173,Shear_capacity!$A$53:$AP$71,40,FALSE)","v":-3.0840169320492253E-4},{"$f":"4.8/(1+750*D173)","v":6.2443188886218426},{"$f":"29+3500*D173","v":27.92059407378277},{"$f":"0.0316*E173*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769597521984736},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F173))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007468530804},{"$f":"MIN(G173+H173,0.25*fc_design*bw_single*2*dv)","v":217.01967220729279},{"$f":"VLOOKUP(A173,Shear_capacity!$A$53:$AP$71,42,FALSE)","v":"Sectional method governs"}]
["B. Ohio Legal Vehicles"]
["2F1",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D90*'Calculation Summary'!E73","v":98.574022242681053},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D90*'Calculation Summary'!D108","v":77.671931346906575},{"$f":"VLOOKUP(A175,Shear_capacity!$A$53:$AP$71,40,FALSE)","v":-3.0840158906043111E-4},{"$f":"4.8/(1+750*D175)","v":6.2443182541294302},{"$f":"29+3500*D175","v":27.920594438288489},{"$f":"0.0316*E175*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.76958799394825},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F175))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007279017774},{"$f":"MIN(G175+H175,0.25*fc_design*bw_single*2*dv)","v":217.01966078412599},{"$f":"VLOOKUP(A175,Shear_capacity!$A$53:$AP$71,42,FALSE)","v":"Sectional method governs"}]
["3F1",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D91*'Calculation Summary'!E74","v":110.09907771053864},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D91*'Calculation Summary'!D109","v":91.736564780177488},{"$f":"VLOOKUP(A176,Shear_capacity!$A$53:$AP$71,40,FALSE)","v":-3.0840167585847122E-4},{"$f":"4.8/(1+750*D176)","v":6.2443187829398941},{"$f":"29+3500*D176","v":27.920594134495349},{"$f":"0.0316*E176*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769595934981581},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F176))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007436965249},{"$f":"MIN(G176+H176,0.25*fc_design*bw_single*2*dv)","v":217.01967030463408},{"$f":"VLOOKUP(A176,Shear_capacity!$A$53:$AP$71,42,FALSE)","v":"Sectional method governs"}]
["5C1",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D92*'Calculation Summary'!E75","v":116.25096542648964},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D92*'Calculation Summary'!D110","v":99.244038031720748},{"$f":"VLOOKUP(A177,Shear_capacity!$A$53:$AP$71,40,FALSE)","v":-3.0840172194391646E-4},{"$f":"4.8/(1+750*D177)","v":6.2443190637120045},{"$f":"29+3500*D177","v":27.920593973196294},{"$f":"0.0316*E177*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769600151276151},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F177))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007520827506},{"$f":"MIN(G177+H177,0.25*fc_design*bw_single*2*dv)","v":217.01967535955123},{"$f":"VLOOKUP(A177,Shear_capacity!$A$53:$AP$71,42,FALSE)","v":"Sectional method governs"}]
["C. Specialized Hauling Vehicles"]
["SU4",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D94*'Calculation Summary'!E77","v":115.29054413750151},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D94*'Calculation Summary'!D112","v":98.071985245614826},{"$f":"VLOOKUP(A179,Shear_capacity!$A$53:$AP$71,40,FALSE)","v":-3.0840171476035467E-4},{"$f":"4.8/(1+750*D179)","v":6.2443190199466931},{"$f":"29+3500*D179","v":27.920593998338759},{"$f":"0.0316*E179*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769599494061865},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F179))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007507755488},{"$f":"MIN(G179+H179,0.25*fc_design*bw_single*2*dv)","v":217.01967457161675},{"$f":"VLOOKUP(A179,Shear_capacity!$A$53:$AP$71,42,FALSE)","v":"Sectional method governs"}]
["SU5",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D95*'Calculation Summary'!E78","v":120.06669325030737},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D95*'Calculation Summary'!D113","v":103.90057207381719},{"$f":"VLOOKUP(A180,Shear_capacity!$A$53:$AP$71,40,FALSE)","v":-3.0840175044316863E-4},{"$f":"4.8/(1+750*D180)","v":6.2443192373415677},{"$f":"29+3500*D180","v":27.920593873448908},{"$f":"0.0316*E180*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769602758634065},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F180))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007572687952},{"$f":"MIN(G180+H180,0.25*fc_design*bw_single*2*dv)","v":217.01967848551357},{"$f":"VLOOKUP(A180,Shear_capacity!$A$53:$AP$71,42,FALSE)","v":"Sectional method governs"}]
["SU6",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D96*'Calculation Summary'!E79","v":123.24646643682212},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D96*'Calculation Summary'!D114","v":107.78101710889756},{"$f":"VLOOKUP(A181,Shear_capacity!$A$53:$AP$71,40,FALSE)","v":-3.084017741428261E-4},{"$f":"4.8/(1+750*D181)","v":6.2443193817299676},{"$f":"29+3500*D181","v":27.92059379050011},{"$f":"0.0316*E181*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769604926883702},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F181))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007615814513},{"$f":"MIN(G181+H181,0.25*fc_design*bw_single*2*dv)","v":217.01968108502882},{"$f":"VLOOKUP(A181,Shear_capacity!$A$53:$AP$71,42,FALSE)","v":"Sectional method governs"}]
["SU7",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D97*'Calculation Summary'!E80","v":126.28347429659539},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D97*'Calculation Summary'!D115","v":111.48723808117842},{"$f":"VLOOKUP(A182,Shear_capacity!$A$53:$AP$71,40,FALSE)","v":-3.0840179673635959E-4},{"$f":"4.8/(1+750*D182)","v":6.2443195193793954},{"$f":"29+3500*D182","v":27.92059371142274},{"$f":"0.0316*E182*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769606993935639},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F182))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.2500765692825},{"$f":"MIN(G182+H182,0.25*fc_design*bw_single*2*dv)","v":217.01968356321814},{"$f":"VLOOKUP(A182,Shear_capacity!$A$53:$AP$71,42,FALSE)","v":"Sectional method governs"}]
["D. Emergency Vehicles"]
["EV2",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D99*'Calculation Summary'!E82","v":113.5845208599513},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D99*'Calculation Summary'!D117","v":95.990035003007307},{"$f":"VLOOKUP(A184,Shear_capacity!$A$53:$AP$71,40,FALSE)","v":-3.0840170198977477E-4},{"$f":"4.8/(1+750*D184)","v":6.2443189421428933},{"$f":"29+3500*D184","v":27.920594043035788},{"$f":"0.0316*E184*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.76959832569888},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F184))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007484516705},{"$f":"MIN(G184+H184,0.25*fc_design*bw_single*2*dv)","v":217.01967317086593},{"$f":"VLOOKUP(A184,Shear_capacity!$A$53:$AP$71,42,FALSE)","v":"Sectional method governs"}]
["EV3",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D100*'Calculation Summary'!E83","v":123.43398578448569},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D100*'Calculation Summary'!D118","v":108.00985686536467},{"$f":"VLOOKUP(A185,Shear_capacity!$A$53:$AP$71,40,FALSE)","v":-3.0840177553904751E-4},{"$f":"4.8/(1+750*D185)","v":6.2443193902363419},{"$f":"29+3500*D185","v":27.920593785613335},{"$f":"0.0316*E185*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769605054622076},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F185))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007618355234},{"$f":"MIN(G185+H185,0.25*fc_design*bw_single*2*dv)","v":217.01968123817443},{"$f":"VLOOKUP(A185,Shear_capacity!$A$53:$AP$71,42,FALSE)","v":"Sectional method governs"}]
["E. AASHTO Legal Vehicles"]
["Type3",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D102*'Calculation Summary'!E85","v":111.65651763862749},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D102*'Calculation Summary'!D120","v":93.637190919808688},{"$f":"VLOOKUP(A187,Shear_capacity!$A$53:$AP$71,40,FALSE)","v":-3.0840168754178374E-4},{"$f":"4.8/(1+750*D187)","v":6.2443188541195953},{"$f":"29+3500*D187","v":27.920594093603757},{"$f":"0.0316*E187*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769597003871894},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F187))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007458225518},{"$f":"MIN(G187+H187,0.25*fc_design*bw_single*2*dv)","v":217.01967158612706},{"$f":"VLOOKUP(A187,Shear_capacity!$A$53:$AP$71,42,FALSE)","v":"Sectional method governs"}]
["Type3S2",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D103*'Calculation Summary'!E86","v":117.36713070828665},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D103*'Calculation Summary'!D121","v":100.60615343178978},{"$f":"VLOOKUP(A188,Shear_capacity!$A$53:$AP$71,40,FALSE)","v":-3.0840173028718069E-4},{"$f":"4.8/(1+750*D188)","v":6.2443191145427175},{"$f":"29+3500*D188","v":27.920593943994866},{"$f":"0.0316*E188*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769600914590058},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F188))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007536009849},{"$f":"MIN(G188+H188,0.25*fc_design*bw_single*2*dv)","v":217.01967627468855},{"$f":"VLOOKUP(A188,Shear_capacity!$A$53:$AP$71,42,FALSE)","v":"Sectional method governs"}]
["Type3_3",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D104*'Calculation Summary'!E87","v":116.58841074424222},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D104*'Calculation Summary'!D122","v":99.655840361974157},{"$f":"VLOOKUP(A189,Shear_capacity!$A$53:$AP$71,40,FALSE)","v":-3.0840172446688793E-4},{"$f":"4.8/(1+750*D189)","v":6.2443190790830192},{"$f":"29+3500*D189","v":27.920593964365892},{"$f":"0.0316*E189*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.76960038209937},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F189))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.2500752541859},{"$f":"MIN(G189+H189,0.25*fc_design*bw_single*2*dv)","v":217.01967563628529},{"$f":"VLOOKUP(A189,Shear_capacity!$A$53:$AP$71,42,FALSE)","v":"Sectional method governs"}]
["F. Permit Vehicles"]
["PL60T",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D109*'Calculation Summary'!E89","v":114.54872975239431},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D109*'Calculation Summary'!D124","v":97.166710001503617},{"$f":"VLOOKUP(A191,Shear_capacity!$A$53:$AP$71,40,FALSE)","v":-3.0840170920904862E-4},{"$f":"4.8/(1+750*D191)","v":6.2443189861257773},{"$f":"29+3500*D191","v":27.92059401776833},{"$f":"0.0316*E191*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769598986180412},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F191))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007497653708},{"$f":"MIN(G191+H191,0.25*fc_design*bw_single*2*dv)","v":217.01967396271749},{"$f":"VLOOKUP(A191,Shear_capacity!$A$53:$AP$71,42,FALSE)","v":"Sectional method governs"}]
["PL65T",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D110*'Calculation Summary'!E90","v":125.46768925432113},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D110*'Calculation Summary'!D125","v":110.49169254025392},{"$f":"VLOOKUP(A192,Shear_capacity!$A$53:$AP$71,40,FALSE)","v":-3.0840179067143282E-4},{"$f":"4.8/(1+750*D192)","v":6.2443194824292778},{"$f":"29+3500*D192","v":27.920593732649984},{"$f":"0.0316*E192*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769606439063637},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F192))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007645891826},{"$f":"MIN(G192+H192,0.25*fc_design*bw_single*2*dv)","v":217.01968289798191},{"$f":"VLOOKUP(A192,Shear_capacity!$A$53:$AP$71,42,FALSE)","v":"Sectional method governs"}]
["G. Custom Vehicles"]
["Custom_Vehicle_1",{"$f":"IF(add_custom_vehicle = \"YES\",1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D112*'Calculation Summary'!E92,\"N/A\")","v":103.06791177997417},{"$f":"IF(add_custom_vehicle = \"YES\",1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D112*'Calculation Summary'!D127,\"N/A\")","v":99.14174722283623},{"$f":"IF(add_custom_vehicle = \"YES\",VLOOKUP(A194,Shear_capacity!$A$53:$AP$71,40,FALSE),\"N/A\")","v":-3.0840172131713659E-4},{"$f":"IF(add_custom_vehicle = \"YES\",4.8/(1+750*D194),\"N/A\")","v":6.2443190598933951},{"$f":"IF(add_custom_vehicle = \"YES\",29+3500*D194,\"N/A\")","v":27.920593975390023},{"$f":"IF(add_custom_vehicle = \"YES\",0.0316*E194*1*SQRT(fc_design)*(bw_single*2)*dv,\"N/A\")","v":93.769600093932894},{"$f":"IF(add_custom_vehicle = \"YES\",$G$83*fy*dv*(_xlfn.COT(RADIANS(F194))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120,\"N/A\")","v":123.25007519686947},{"$f":"IF(add_custom_vehicle = \"YES\",MIN(G194+H194,0.25*fc_design*bw_single*2*dv),\"N/A\")","v":217.01967529080235},{"$f":"IF(add_custom_vehicle = \"YES\",VLOOKUP(A194,Shear_capacity!$A$53:$AP$71,42,FALSE),\"N/A\")","v":"Sectional method governs"}]
[]
["Nominal Shear Resistance at Region 2 for Exterior Beam due to "]
["Vehicle type","Mu","Vu","εs","β","θ","Vc","Vs","Vn","Remarks"]
[null,"(kips-ft)","(kips)",null,null,"(degrees)","(kips)","(kips)","(kips)"]
["A. Design Vehicles"]
["HL93"]
["Inventory",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D84*'Calculation Summary'!I67","v":139.63726856737156},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D84*'Calculation Summary'!E102","v":141.84593871523202},{"$f":"VLOOKUP(A201,Shear_capacity!$A$77:$AP$95,40,FALSE)","v":-3.0840205896070746E-4},{"$f":"4.8/(1+750*D201)","v":6.244321116962233},{"$f":"29+3500*D201","v":27.920592793637525},{"$f":"0.0316*E201*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769630984494484},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F201))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25008134101192},{"$f":"MIN(G201+H201,0.25*fc_design*bw_single*2*dv)","v":217.01971232550642},{"$f":"VLOOKUP(A201,Shear_capacity!$A$77:$AP$95,42,FALSE)","v":"Sectional method governs"}]
["Operating",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D85*'Calculation Summary'!I68","v":124.85225860911521},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D85*'Calculation Summary'!E103","v":120.58875688984565},{"$f":"VLOOKUP(A202,Shear_capacity!$A$77:$AP$95,40,FALSE)","v":-3.0840187365209335E-4},{"$f":"4.8/(1+750*D202)","v":6.2443199879828448},{"$f":"29+3500*D202","v":27.920593442217672},{"$f":"0.0316*E202*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.76961403085312},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F202))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007796892776},{"$f":"MIN(G202+H202,0.25*fc_design*bw_single*2*dv)","v":217.01969199978089},{"$f":"VLOOKUP(A202,Shear_capacity!$A$77:$AP$95,42,FALSE)","v":"Sectional method governs"}]
["HL93_Tandem"]
["Inventory_Tandem",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D87*'Calculation Summary'!I70","v":125.89840324157822},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D87*'Calculation Summary'!E105","v":122.09285372378115},{"$f":"VLOOKUP(A204,Shear_capacity!$A$77:$AP$95,40,FALSE)","v":-3.0840188686601328E-4},{"$f":"4.8/(1+750*D204)","v":6.2443200684876867},{"$f":"29+3500*D204","v":27.920593395968954},{"$f":"0.0316*E204*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769615239777082},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F204))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.2500782093831},{"$f":"MIN(G204+H204,0.25*fc_design*bw_single*2*dv)","v":217.01969344916017},{"$f":"VLOOKUP(A204,Shear_capacity!$A$77:$AP$95,42,FALSE)","v":"Sectional method governs"}]
["Operating_Tandem",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D88*'Calculation Summary'!I71","v":114.2537053577889},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D88*'Calculation Summary'!E106","v":105.35066275358355},{"$f":"VLOOKUP(A205,Shear_capacity!$A$77:$AP$95,40,FALSE)","v":-3.0840175930481784E-4},{"$f":"4.8/(1+750*D205)","v":6.2443192913305055},{"$f":"29+3500*D205","v":27.920593842433139},{"$f":"0.0316*E205*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769603569374368},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F205))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007588813605},{"$f":"MIN(G205+H205,0.25*fc_design*bw_single*2*dv)","v":217.01967945751042},{"$f":"VLOOKUP(A205,Shear_capacity!$A$77:$AP$95,42,FALSE)","v":"Sectional method governs"}]
["B. Ohio Legal Vehicles"]
["2F1",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D90*'Calculation Summary'!I73","v":99.735396544612883},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D90*'Calculation Summary'!E108","v":84.476931108482347},{"$f":"VLOOKUP(A207,Shear_capacity!$A$77:$AP$95,40,FALSE)","v":-3.0840163113192518E-4},{"$f":"4.8/(1+750*D207)","v":6.2443185104467993},{"$f":"29+3500*D207","v":27.920594291038263},{"$f":"0.0316*E207*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769591843011227},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F207))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007355575794},{"$f":"MIN(G207+H207,0.25*fc_design*bw_single*2*dv)","v":217.01966539876918},{"$f":"VLOOKUP(A207,Shear_capacity!$A$77:$AP$95,42,FALSE)","v":"Sectional method governs"}]
["3F1",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D91*'Calculation Summary'!I74","v":111.82710057297345},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D91*'Calculation Summary'!E109","v":101.86180618366495},{"$f":"VLOOKUP(A208,Shear_capacity!$A$77:$AP$95,40,FALSE)","v":-3.0840173797339125E-4},{"$f":"4.8/(1+750*D208)","v":6.2443191613703801},{"$f":"29+3500*D208","v":27.920593917093129},{"$f":"0.0316*E208*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769601617791025},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F208))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007549996543},{"$f":"MIN(G208+H208,0.25*fc_design*bw_single*2*dv)","v":217.01967711775646},{"$f":"VLOOKUP(A208,Shear_capacity!$A$77:$AP$95,42,FALSE)","v":"Sectional method governs"}]
["5C1",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D92*'Calculation Summary'!I75","v":118.28145610162539},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D92*'Calculation Summary'!E110","v":111.1415705819043},{"$f":"VLOOKUP(A209,Shear_capacity!$A$77:$AP$95,40,FALSE)","v":-3.0840179463086629E-4},{"$f":"4.8/(1+750*D209)","v":6.2443195065518324},{"$f":"29+3500*D209","v":27.920593718791967},{"$f":"0.0316*E209*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769606801306878},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F209))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007653096857},{"$f":"MIN(G209+H209,0.25*fc_design*bw_single*2*dv)","v":217.01968333227546},{"$f":"VLOOKUP(A209,Shear_capacity!$A$77:$AP$95,42,FALSE)","v":"Sectional method governs"}]
["C. Specialized Hauling Vehicles"]
["SU4",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D94*'Calculation Summary'!I77","v":117.27381409926201},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D94*'Calculation Summary'!E112","v":109.69283099230576},{"$f":"VLOOKUP(A211,Shear_capacity!$A$77:$AP$95,40,FALSE)","v":-3.0840178580257837E-4},{"$f":"4.8/(1+750*D211)","v":6.2443194527661428},{"$f":"29+3500*D211","v":27.920593749690976},{"$f":"0.0316*E211*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769605993618711},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F211))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007637031911},{"$f":"MIN(G211+H211,0.25*fc_design*bw_single*2*dv)","v":217.01968236393782},{"$f":"VLOOKUP(A211,Shear_capacity!$A$77:$AP$95,42,FALSE)","v":"Sectional method governs"}]
["SU5",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D95*'Calculation Summary'!I78","v":122.28479054344749},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D95*'Calculation Summary'!E113","v":116.89737381625531},{"$f":"VLOOKUP(A212,Shear_capacity!$A$77:$AP$95,40,FALSE)","v":-3.0840184115508577E-4},{"$f":"4.8/(1+750*D212)","v":6.244319789997208},{"$f":"29+3500*D212","v":27.9205935559572},{"$f":"0.0316*E212*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769611057745294},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F212))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007737757562},{"$f":"MIN(G212+H212,0.25*fc_design*bw_single*2*dv)","v":217.01968843532092},{"$f":"VLOOKUP(A212,Shear_capacity!$A$77:$AP$95,42,FALSE)","v":"Sectional method governs"}]
["SU6",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D96*'Calculation Summary'!I79","v":125.62090257829921},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D96*'Calculation Summary'!E114","v":121.6938765115478},{"$f":"VLOOKUP(A213,Shear_capacity!$A$77:$AP$95,40,FALSE)","v":-3.0840188336242257E-4},{"$f":"4.8/(1+750*D213)","v":6.2443200471423159},{"$f":"29+3500*D213","v":27.920593408231522},{"$f":"0.0316*E213*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769614919238222},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F213))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007814562781},{"$f":"MIN(G213+H213,0.25*fc_design*bw_single*2*dv)","v":217.01969306486603},{"$f":"VLOOKUP(A213,Shear_capacity!$A$77:$AP$95,42,FALSE)","v":"Sectional method governs"}]
["SU7",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D97*'Calculation Summary'!I80","v":128.80722999117799},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D97*'Calculation Summary'!E115","v":126.27502602460268},{"$f":"VLOOKUP(A214,Shear_capacity!$A$77:$AP$95,40,FALSE)","v":-3.0840192352493771E-4},{"$f":"4.8/(1+750*D214)","v":6.2443202918295171},{"$f":"29+3500*D214","v":27.920593267662717},{"$f":"0.0316*E214*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769618593653433},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F214))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007887647017},{"$f":"MIN(G214+H214,0.25*fc_design*bw_single*2*dv)","v":217.01969747012362},{"$f":"VLOOKUP(A214,Shear_capacity!$A$77:$AP$95,42,FALSE)","v":"Sectional method governs"}]
["D. Emergency Vehicles"]
["EV2",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D99*'Calculation Summary'!I82","v":115.48391134389891},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D99*'Calculation Summary'!E117","v":107.11939421898344},{"$f":"VLOOKUP(A216,Shear_capacity!$A$77:$AP$95,40,FALSE)","v":-3.0840177010518104E-4},{"$f":"4.8/(1+750*D216)","v":6.244319357130915},{"$f":"29+3500*D216","v":27.920593804631867},{"$f":"0.0316*E216*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.76960455748501},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F216))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.2500760846716},{"$f":"MIN(G216+H216,0.25*fc_design*bw_single*2*dv)","v":217.01968064215663},{"$f":"VLOOKUP(A216,Shear_capacity!$A$77:$AP$95,42,FALSE)","v":"Sectional method governs"}]
["EV3",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D100*'Calculation Summary'!I83","v":125.81764162722291},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D100*'Calculation Summary'!E118","v":121.97673852834268},{"$f":"VLOOKUP(A217,Shear_capacity!$A$77:$AP$95,40,FALSE)","v":-3.0840188584647016E-4},{"$f":"4.8/(1+750*D217)","v":6.244320062276195},{"$f":"29+3500*D217","v":27.920593399537353},{"$f":"0.0316*E217*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769615146500428},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F217))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007819083034},{"$f":"MIN(G217+H217,0.25*fc_design*bw_single*2*dv)","v":217.01969333733075},{"$f":"VLOOKUP(A217,Shear_capacity!$A$77:$AP$95,42,FALSE)","v":"Sectional method governs"}]
["E. AASHTO Legal Vehicles"]
["Type3",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D102*'Calculation Summary'!I85","v":113.46111463086002},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D102*'Calculation Summary'!E120","v":104.21111362625717},{"$f":"VLOOKUP(A219,Shear_capacity!$A$77:$AP$95,40,FALSE)","v":-3.0840175234144986E-4},{"$f":"4.8/(1+750*D219)","v":6.244319248906705},{"$f":"29+3500*D219","v":27.920593866804925},{"$f":"0.0316*E219*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769602932305261},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F219))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007576142279},{"$f":"MIN(G219+H219,0.25*fc_design*bw_single*2*dv)","v":217.01967869372805},{"$f":"VLOOKUP(A219,Shear_capacity!$A$77:$AP$95,42,FALSE)","v":"Sectional method governs"}]
["Type3S2",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D103*'Calculation Summary'!I86","v":119.45249950977743},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D103*'Calculation Summary'!E121","v":112.82524091576208},{"$f":"VLOOKUP(A220,Shear_capacity!$A$77:$AP$95,40,FALSE)","v":-3.0840180519463469E-4},{"$f":"4.8/(1+750*D220)","v":6.244319570910811},{"$f":"29+3500*D220","v":27.920593681818779},{"$f":"0.0316*E220*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769607767771845},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F220))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007672319879},{"$f":"MIN(G220+H220,0.25*fc_design*bw_single*2*dv)","v":217.01968449097063},{"$f":"VLOOKUP(A220,Shear_capacity!$A$77:$AP$95,42,FALSE)","v":"Sectional method governs"}]
["Type3_3",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D104*'Calculation Summary'!I87","v":118.63549248083413},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D104*'Calculation Summary'!E122","v":111.65058719446594},{"$f":"VLOOKUP(A221,Shear_capacity!$A$77:$AP$95,40,FALSE)","v":-3.0840179773121044E-4},{"$f":"4.8/(1+750*D221)","v":6.2443195254404502},{"$f":"29+3500*D221","v":27.920593707940764},{"$f":"0.0316*E221*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769607084953194},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F221))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007658738592},{"$f":"MIN(G221+H221,0.25*fc_design*bw_single*2*dv)","v":217.01968367233911},{"$f":"VLOOKUP(A221,Shear_capacity!$A$77:$AP$95,42,FALSE)","v":"Sectional method governs"}]
["F. Permit Vehicles"]
["PL60T",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D109*'Calculation Summary'!I89","v":116.49552717355371},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D109*'Calculation Summary'!E124","v":108.57384718784348},{"$f":"VLOOKUP(A223,Shear_capacity!$A$77:$AP$95,40,FALSE)","v":-3.084017789794566E-4},{"$f":"4.8/(1+750*D223)","v":6.2443194111967797},{"$f":"29+3500*D223","v":27.920593773571902},{"$f":"0.0316*E223*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769605369380486},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F223))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.2500762461579},{"$f":"MIN(G223+H223,0.25*fc_design*bw_single*2*dv)","v":217.01968161553839},{"$f":"VLOOKUP(A223,Shear_capacity!$A$77:$AP$95,42,FALSE)","v":"Sectional method governs"}]
["PL65T",{"$f":"1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D110*'Calculation Summary'!I90","v":127.95133551765858},{"$f":"1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D110*'Calculation Summary'!E125","v":125.04446179107737},{"$f":"VLOOKUP(A224,Shear_capacity!$A$77:$AP$95,40,FALSE)","v":-3.0840191275097894E-4},{"$f":"4.8/(1+750*D224)","v":6.2443202261899557},{"$f":"29+3500*D224","v":27.920593305371575},{"$f":"0.0316*E224*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769617607958224},{"$f":"$G$83*fy*dv*(_xlfn.COT(RADIANS(F224))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007868041507},{"$f":"MIN(G224+H224,0.25*fc_design*bw_single*2*dv)","v":217.0196962883733},{"$f":"VLOOKUP(A224,Shear_capacity!$A$77:$AP$95,42,FALSE)","v":"Sectional method governs"}]
["G. Custom Vehicles"]
["Custom_Vehicle_1",{"$f":"IF(add_custom_vehicle = \"YES\",1.25*'Calculation Summary'!$G$16+1.5*'Calculation Summary'!$I$16+'Load Rating Interior Beam'!D112*'Calculation Summary'!I92,\"N/A\")","v":106.79706233551241},{"$f":"IF(add_custom_vehicle = \"YES\",1.25*'Calculation Summary'!$G$52+1.5*'Calculation Summary'!$I$52+'Load Rating Interior Beam'!D112*'Calculation Summary'!E127,\"N/A\")","v":112.29205006388943},{"$f":"IF(add_custom_vehicle = \"YES\",VLOOKUP(A226,Shear_capacity!$A$77:$AP$95,40,FALSE),\"N/A\")","v":-3.0840180163716472E-4},{"$f":"IF(add_custom_vehicle = \"YES\",4.8/(1+750*D226),\"N/A\")","v":6.2443195492371872},{"$f":"IF(add_custom_vehicle = \"YES\",29+3500*D226,\"N/A\")","v":27.920593694269925},{"$f":"IF(add_custom_vehicle = \"YES\",0.0316*E226*1*SQRT(fc_design)*(bw_single*2)*dv,\"N/A\")","v":93.769607442303695},{"$f":"IF(add_custom_vehicle = \"YES\",$G$83*fy*dv*(_xlfn.COT(RADIANS(F226))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120,\"N/A\")","v":123.25007665846306},{"$f":"IF(add_custom_vehicle = \"YES\",MIN(G226+H226,0.25*fc_design*bw_single*2*dv),\"N/A\")","v":217.01968410076677},{"$f":"IF(add_custom_vehicle = \"YES\",VLOOKUP(A226,Shear_capacity!$A$77:$AP$95,42,FALSE),\"N/A\")","v":"Sectional method governs"}]

{"sheet":"Distribution Factors","index":4,"n_rows":115,"n_cols":6,"rows_kept":115,"cut":false,"hidden":true,"merged":[[96,0,96,5],[8,0,8,5],[110,0,110,1],[54,0,54,5],[69,1,69,2],[83,1,83,2],[64,1,64,3],[33,0,33,2],[109,0,109,1],[89,0,89,1],[93,0,93,1],[0,0,0,5],[21,1,21,2],[43,1,43,2],[29,0,29,2],[28,0,28,2],[27,0,27,2],[30,0,30,2],[16,0,16,1]]}
["Live Load Distribution Factors"]
["Number of design lane",{"$f":"TRUNC(MAIN!B16/12)","v":2},"nos"]
[]
["Adopted Live Load Distribution Factors"]
["Distribution factors","Interior beam","Exterior beam","Unit"]
["DFM",{"$f":"$B$114","v":0.2938735208418185},{"$f":"C$114","v":0.30832230228320795},"lanes/beam"]
["DFV",{"$f":"$B$115","v":0.53794405040983428},{"$f":"C$115","v":0.66493664112778472},"lanes/beam"]
[]
["Live Distribution Factor for Typical Interior Beam "]
[]
["Checks as per LRFD Table 4.6.2.2.2b-1"]
["35<=b<=60",{"$f":"_xlfn.CONCAT(\"b = \",MAIN!$C$85, \" in\")","v":"b = 48 in"},{"$f":"IF(AND(35<=MAIN!$C$85,MAIN!$C$85<=60),\"OK\",\"Cannot Proceed\")","v":"OK"}]
["20<=L<=120",{"$f":"_xlfn.CONCAT(\"L = \",Bridge_span, \" ft\")","v":"L = 65.5 ft"},{"$f":"IF(AND(20<=MAIN!$B$6,MAIN!$B$6<=120),\"OK\",\"Cannot Proceed\")","v":"OK"}]
["5<=Nb<20",{"$f":"_xlfn.CONCAT(\"Nb = \",MAIN!$C$87, \" Nos\")","v":"Nb = 8 Nos"},{"$f":"IF(AND(5<=MAIN!$C$87,MAIN!$C$87<=20),\"OK\",\"Cannot Proceed\")","v":"OK"}]
["k>=1.5",{"$f":"MAX(2.5*MAIN!$C$87^-0.2,1.5)","v":1.649384888466118}]
[]
["Distribution factors ",null,"Value","Unit"]
["Moment","DFM",{"$f":"B25","v":0.29479893609715874},"lanes/beam"]
["Shear force","DFV",{"$f":"B47","v":0.45139626472077765},"lanes/beam"]
[]
["Live Distribution Factor for Moment for Typical Interior Beam"]
["Condition","DFM (Interior Beam)"]
["Two or more lanes loaded",{"$f":"E31","v":0.29479893609715874},"lanes/beam"]
["Single lane loaded",{"$f":"E34","v":0.19599592614843736},"lanes/beam"]
["Adopted",{"$f":"MAX(B23:B24)","v":0.29479893609715874},"lanes/beam"]
[]
["Two or more lanes loaded"]
["Area enclosed by centerlines of the beam",null,null,"Ao",{"$f":"IF(MAIN!$B$18 = \"Non Composite\",(h-0.5*(hf+hc))*(b-0.5*bw_single*2), ((h+h_slab)-0.5*(hf+h_slab+hc))*(b-0.5*bw_single*2))","v":658.75},"in2"]
["St. Venant torsional constant",null,null,"jg",{"$f":"(4 * Am^2) / (2*((h+h_slab)-0.5*(hf + h_slab + hc))/bw_single + (b - bw_single)/hc + (b - bw_single)/ (hf + h_slab))","v":82301.15840517242},"in4"]
[{"$f":"MAIN!A99","v":"Moment of inertia"},null,null,"Ig",{"$f":"'Section Props'!C47","v":33884},"in4"]
["Distribution factor for bending moment",null,null,"DFM 2+",{"$f":"IF(B2>1,B15 * (b/305)^0.6 * (b / (12 * Bridge_span))^0.2 * (E30/E29)^0.06,0)","v":0.29479893609715874},"lanes/beam"]
[]
["Single Lane loaded"]
["Distribution factor for bending moment",null,null,"DFM 1",{"$f":"B15 * (b/ (33.3*Bridge_span))^0.5 * (E30/E29)^0.25","v":0.19599592614843736},"lanes/beam"]
[]
["Live Distribution Factor for Shear Force for Typical Interior Beam"]
["Checks as per LRFD Table 4.6.2.2.2b-1"]
["35<=b<=60",{"$f":"_xlfn.CONCAT(\"b = \",MAIN!$C$85, \" inch\")","v":"b = 48 inch"},null,{"$f":"IF(AND(35<=MAIN!$C$85,MAIN!$C$85<=60),\"OK\",\"Cannot Proceed\")","v":"OK"}]
["20<=L<=120",{"$f":"_xlfn.CONCAT(\"L = \",MAIN!$B$6, \" ft\")","v":"L = 66.5 ft"},null,{"$f":"IF(AND(20<=MAIN!$B$6,MAIN!$B$6<=120),\"OK\",\"Cannot Proceed\")","v":"OK"}]
["5<=Nb<20",{"$f":"_xlfn.CONCAT(\"Nb = \",MAIN!$C$87, \" Nos\")","v":"Nb = 8 Nos"},null,{"$f":"IF(AND(5<=MAIN!$C$87,MAIN!$C$87<=20),\"OK\",\"Cannot Proceed\")","v":"OK"}]
["25000 <= jg <= 610000",{"$f":"_xlfn.CONCAT(\"jg = \", ROUND($E$29,2), \" in4\")","v":"jg = 82301.16 in4"},null,{"$f":"IF(AND(25000<=$E$29,$E$29<=610000),\"OK\",\"Cannot Proceed\")","v":"OK"}]
["40000 <= Ig <= 610000",{"$f":"_xlfn.CONCAT(\"Ig = \", ROUND($E$30,2), \" in4\")","v":"Ig = 33884 in4"},null,{"$f":"IF(AND(40000<=$E$30,$E$30<=610000),\"OK\",\"Modified factor used\")","v":"Modified factor used"}]
[]
["Condition","DFV (Interior Beam)"]
["Two or more lanes loaded",{"$f":"D50","v":0.45139626472077765},"lanes/beam"]
["Single lane loaded",{"$f":"D53","v":0.43993440173561082},"lanes/beam"]
["Adopted",{"$f":"MAX(B45:B46)","v":0.45139626472077765},"lanes/beam"]
[]
["For two or more lanes loaded"]
["Distribution factor for shear force",null,"DFV 2+",{"$f":"IF(B2>1, (b/156)^0.4 * ((b/(12 *Bridge_span))^0.1 * (E30/E29)^0.05 * MAX(1,b/48)),0)","v":0.45139626472077765},"lanes/beam"]
[]
["For one lane loaded"]
["Distribution factor for shear force",null,"DFV 1",{"$f":"(b/(130*Bridge_span))^0.15 * (E30/E29)^0.05","v":0.43993440173561082},"lanes/beam"]
[]
["Live Load Distribution Factors For Typical Exterior Beam"]
[]
["Total width",{"$f":"MAIN!B7","v":32},"ft"]
["Single lane width:",{"$f":"MAIN!$B$9","v":11},"ft"]
["Number of design lane",{"$f":"TRUNC(B57/B58)","v":2},"nos"]
["Traffic width",{"$f":"B58*B59","v":22},"ft"]
["Width outside traffic lane in single side",{"$f":"12*(B57-B60)/2","v":60},"in"]
["de",{"$f":"MAX(-(B61-bw_single/2)/12,-1)","v":-1},"ft","check de < 2.0"]
["de",{"$f":"bw_single/24","v":0.22916666666666666},"ft",{"$f":"IF(MAX(B62:B63)<2,\"OK\",)","v":"OK"}]
[]
["Distribution Factors ","Value"]
["Moment","DFM",{"$f":"$B$73","v":0.30929321712193575},"lanes/beam"]
["Shear force","DFV",{"$f":"$B$87","v":0.55795749735012801},"lanes/beam"]
[]
["Distribution Factor for Bending Moment"]
["Condition","DFM (Exterior beam)"]
["Two or more lanes loaded",{"$f":"$D$77","v":0.30929321712193575},"lanes/beam"]
["Single lane loaded",{"$f":"$D$81","v":0.22199260801951484},"lanes/beam"]
["Adopted",{"$f":"MAX(B71:B72)","v":0.30929321712193575},"lanes/beam"]
[]
["Two or more lanes loaded"]
["Correction factor",null,"e",{"$f":"MAX((1.04 + $B$63/25),1)","v":1.0491666666666668}]
["Distribution factor for bending moment",null,"DFM_ext 2+",{"$f":"$E$31*$D$76","v":0.30929321712193575},"lanes/beam"]
[]
["Single lane loaded"]
["Correction factor",null,"e",{"$f":"MAX((1.125 + $B$63/30),1)","v":1.132638888888889}]
["Distribution factor for bending moment",null,"DFM_ext 1",{"$f":"$E$34*$D$80","v":0.22199260801951484},"lanes/beam"]
[]
["Distribution Factor for Shear Force"]
["Condition","DFV (Exterior beam)"]
["Two or more lanes loaded",{"$f":"D91","v":0.55795749735012801},"lanes/beam"]
["Single lane loaded",{"$f":"D95","v":0.55495891718940071},"lanes/beam"]
["Adopted",{"$f":"MAX(B85:B86)","v":0.55795749735012801},"lanes/beam"]
[]
["Two or more lanes loaded"]
["Correction factor",null,"e",{"$f":"MAX((1 + ((B63+ b/12 - 2)/40)^0.5),1)","v":1.2360702579035883}]
["Distribution factor for shear force",null,"DFM_ext 2+",{"$f":"$D$50*$D$90 * MIN(48/b,1)","v":0.55795749735012801},"lanes/beam"]
[]
["Single lane loaded"]
["Correction factor",null,"e",{"$f":"MAX((1.25 + $B$63/20),1)","v":1.2614583333333333}]
["Distribution factor for shear force",null,"DFM_ext 1",{"$f":"$D$53*$D$94","v":0.55495891718940071},"lanes/beam"]
[]
["Live Load Distribution Factors with Skew Effect"]
[]
["Skew angle, ϑ",{"$f":"MAIN!$B$22","v":12},"Degrees"]
[]
["For line support skew distance < 10 degrees"]
[]
["Checks as per Table 4.6.2.2.2e-1 & Table 4.6.2.2.3c-1"]
["0° < ϑ < 60°",{"$f":"_xlfn.CONCAT(\"ϑ = \",B99, \" °\")","v":"ϑ = 12 °"},{"$f":"IF(AND(0<=$B$99,$B$99<=60),\"OK\",\"Cannot Proceed\")","v":"OK"}]
["20<=L<=120",{"$f":"_xlfn.CONCAT(\"L = \",Bridge_span, \" ft\")","v":"L = 65.5 ft"},{"$f":"IF(AND(20<=Bridge_span,Bridge_span<=120),\"OK\",\"Cannot Proceed\")","v":"OK"}]
["17<=d<=60",{"$f":"_xlfn.CONCAT(\"d = \",h, \" in\")","v":"d = 21 in"},{"$f":"IF(AND(17<=h,h<=60),\"OK\",\"Cannot Proceed\")","v":"OK"}]
["35<=b<=60",{"$f":"_xlfn.CONCAT(\"b = \",MAIN!$C$85, \" in\")","v":"b = 48 in"},{"$f":"IF(AND(35<=b,b<=60),\"OK\",\"Cannot Proceed\")","v":"OK"}]
["5<=Nb<20",{"$f":"_xlfn.CONCAT(\"Nb = \",MAIN!$C$87, \" nos\")","v":"Nb = 8 nos"},{"$f":"IF(AND(5<=MAIN!$C$87,MAIN!$C$87<=20),\"OK\",\"Cannot Proceed\")","v":"OK"}]
[]
["Reduction factor for DFM",null,{"$f":"IF(AND(C104=\"OK\",C105=\"OK\",C106=\"OK\",C107=\"OK\",C108=\"OK\"),MIN(1.05-0.25*TAN(RADIANS(MIN(B99,60))),1),\"Cannot Proceed\")","v":0.99686085958249449}]
["Correction factor for DFV at obtuse corner",null,{"$f":"IF(AND(C104=\"OK\",C105=\"OK\",C106=\"OK\",C107=\"OK\",C108=\"OK\"),1+(12*Bridge_span*SQRT(TAN(RADIANS(B99))))/(90*h),\"Cannot Proceed\")","v":1.1917334999273708}]
[]
["Distribution factor","Interior beam","Exterior beam","Unit"]
["DFM",{"$f":"C110*C18","v":0.2938735208418185},{"$f":"C110*C66","v":0.30832230228320795},"lanes/beam"]
["DFV",{"$f":"C111*C19","v":0.53794405040983428},{"$f":"C111*C67","v":0.66493664112778472},"lanes/beam"]

{"sheet":"Section Props","index":5,"n_rows":191,"n_cols":7,"rows_kept":191,"cut":false,"hidden":true,"merged":[[0,0,0,6],[4,1,4,3],[134,1,134,3]]}
["EVALUATION OF PRECAST, PRESTRESSED BOX BEAM BRIDGES"]
[]
["Section Properties of Beam"]
[]
[{"$f":"MAIN!A84","v":"Box beam section used"},{"$f":"MAIN!B84","v":"B21-48"}]
[{"$f":"MAIN!A85","v":"Width of each box beam"},{"$f":"MAIN!B85","v":"b"},{"$f":"MAIN!C85","v":48},{"$f":"MAIN!D85","v":"in."}]
[{"$f":"MAIN!A86","v":"Height of each box beam"},{"$f":"MAIN!B86","v":"h"},{"$f":"MAIN!C86","v":21},{"$f":"MAIN!D86","v":"in."}]
[]
[{"$f":"MAIN!A89","v":"Section Geometry"}]
[{"$f":"MAIN!A90","v":"No of webs in beam "},null,{"$f":"MAIN!C90","v":2},{"$f":"MAIN!D90","v":"nos"}]
[{"$f":"MAIN!A91","v":"Depth of top flange "},"hf",{"$f":"MAIN!C91","v":5.5},{"$f":"MAIN!D91","v":"in."}]
[{"$f":"MAIN!A92","v":"Depth of bottom flange"},"hc",{"$f":"MAIN!C92","v":5.5},{"$f":"MAIN!D92","v":"in."}]
[{"$f":"MAIN!A93","v":"Width of end web"},"bw",{"$f":"MAIN!C93","v":5.5},{"$f":"MAIN!D93","v":"in."}]
[{"$f":"MAIN!A95","v":"Width of chamfer"},"wh",{"$f":"MAIN!C95","v":3},{"$f":"MAIN!D95","v":"in."}]
[]
["Non Composite, Non Transformed Beam Section Properties"]
["Box beam section",{"$f":"_xlfn.CONCAT(\"B\",C7,\"-\",C6)","v":"B21-48"}]
["Area of cross section ","Ag",{"$f":"MAIN!C98","v":647.79999999999995},"in2"]
["Moment of inertia about centriod","Ig",{"$f":"MAIN!C99","v":33884},"in4"]
["Distance from centroid to extreme bottom fiber","Yb",{"$f":"MAIN!C100","v":10.42},"in"]
["Distance from centroid to extreme top fiber","Yt",{"$f":"MAIN!C101","v":10.58},"in"]
["Section modulus for extreme bottom fiber","Sb",{"$f":"MAIN!C102","v":3253},"in3"]
["Section modulus for extreme top fiber","St",{"$f":"MAIN!C103","v":3202},"in3"]
[]
[{"$f":"MAIN!A58","v":"Modulus of elasticity of concrete for precast beam at transfer"},"Eci",{"$f":"MAIN!F58","v":4286.825748732972},{"$f":"MAIN!G58","v":"ksi"}]
[{"$f":"MAIN!A59","v":"Modulus of elasticity of concrete for precast beam at service load"},"Ec_beam",{"$f":"MAIN!F59","v":5072.240629150002},{"$f":"MAIN!G59","v":"ksi"}]
[{"$f":"MAIN!A60","v":"Modulus of elasticity of concrete for deck slab"},"Ec_slab",{"$f":"MAIN!F60","v":4066.8399894758581},{"$f":"MAIN!G60","v":"ksi"}]
[]
["Distance of CG of strands from bottom fiber of beam","ybs",{"$f":"SUMPRODUCT(MAIN!B107:B109,MAIN!C107:C109)/SUM(MAIN!B107:B109)","v":2.8},"in"]
["Strand eccentricity","epg",{"$f":"C20-C29","v":7.62},"in"]
[]
["Composite, Non Transformed Beam Section Properties"]
[]
["Effective width","beff",{"$f":"C6","v":48}]
["Modular ratio between slab and beam","n",{"$f":"IF(S_type = \"Composite\",C27/C26,NA())","v":{"$error":"#N/A"}}]
[]
["Transformed deck width","bt",{"$f":"C35*C34","v":{"$error":"#N/A"}},"in"]
["Transformed deck area","At",{"$f":"C35*C34*h_slab","v":{"$error":"#N/A"}},"in2"]
["Transformed moment of inertia of deck","I_slab",{"$f":"C35*(h_slab^3)*C34/12","v":{"$error":"#N/A"}},"in4"]
[]
["Particulars","Area","yb","A.yb","A(ybc-yb)2","I","I+A(ybc -yb)2"]
["Non composite beam",{"$f":"C18","v":647.79999999999995},{"$f":"C20","v":10.42},{"$f":"B42*C42","v":6750.0759999999991},{"$f":"B42*($C$49-C42)^2","v":0},{"$f":"C19","v":33884},{"$f":"F42+E42","v":33884}]
["Deck",{"$f":"_xlfn.IFNA(C38,0)","v":0},{"$f":"IF(B43=0,0,h+h_slab/2)","v":0},{"$f":"B43*C43","v":0},{"$f":"B43*($C$49-C43)^2","v":0},{"$f":"_xlfn.IFNA(C39,0)","v":0},{"$f":"F43+E43","v":0}]
["Sum",{"$f":"SUM(B42:B43)","v":647.79999999999995},null,{"$f":"SUM(D42:D43)","v":6750.0759999999991},null,null,{"$f":"SUM(G42:G43)","v":33884}]
[]
["Area of cross section ","Ac",{"$f":"B44","v":647.79999999999995},"in2"]
["Moment of inertia about centriod","Ic",{"$f":"IFERROR(G44,0)","v":33884},"in4"]
["Distance from centroid of the composite section to top fiber of precast beam","ytg",{"$f":"IFERROR(h-C49,0)","v":10.58},"in","`"]
["Distance from centroid to extreme bottom fiber of precast beam","ybc",{"$f":"IFERROR(D44/B44,0)","v":10.42},"in"]
["Distance from centroid to extreme top fiber of deck","ytc",{"$f":"IFERROR(h+h_slab-C49,0)","v":10.58},"in"]
["Section modulus for extreme top fiber of the precast beam","Stg",{"$f":"IFERROR(C47/C48,0)","v":3202.6465028355387},"in3"]
["Section modulus for extreme bottom fiber","Sbc",{"$f":"IFERROR(C47/C49,0)","v":3251.8234165067179},"in3"]
["Section modulus for extreme top fiber","Stc",{"$f":"IFERROR((1/C35)*(C47/C50),0)","v":0},"in3"]
[]
[]
["Steel Transformed Section Properties"]
[]
["Non Composite Transformed Section at Transfer"]
["Modular ratio between prestressing strands and concrete","n",{"$f":"Ep/$C$25","v":6.6482758270320534}]
["Multiplier","n-1",{"$f":"$C$59-1","v":5.6482758270320534}]
[]
["Particulars","Area","yb","A.yb","A(ybc-yb)2","I","I+A(ybc -yb)2"]
["Beam",{"$f":"$B$42","v":647.79999999999995},{"$f":"$C$42","v":10.42},{"$f":"B63*C63","v":6750.0759999999991},{"$f":"B63*($C$73-C63)^2","v":65.892958428651525},{"$f":"$F$42","v":33884},{"$f":"F63+E63","v":33949.892958428652}]
["Layer 1",{"$f":"$C$60*MAIN!$B$107*Area_PS","v":16.978717136058354},{"$f":"MAIN!$C$107","v":2},{"$f":"B64*C64","v":33.957434272116707},{"$f":"B64*($C$73-C64)^2","v":1114.2672207049231},0,{"$f":"F64+E64","v":1114.2672207049231}]
["Layer 2",{"$f":"$C$60*MAIN!$B$108*Area_PS","v":11.319144757372237},{"$f":"MAIN!$C$108","v":4},{"$f":"B65*C65","v":45.27657902948895},{"$f":"B65*($C$73-C65)^2","v":421.33277840309546},0,{"$f":"F65+E65","v":421.33277840309546}]
["Layer 3",{"$f":"$C$60*MAIN!$B$109*Area_PS","v":0},{"$f":"MAIN!$C$109","v":0},{"$f":"B66*C66","v":0},{"$f":"B66*($C$73-C66)^2","v":0},0,{"$f":"F66+E66","v":0}]
["Layer 4",{"$f":"$C$60*MAIN!$B$110*Area_PS","v":0},{"$f":"MAIN!$C$110","v":0},{"$f":"B67*C67","v":0},{"$f":"B67*($C$73-C67)^2","v":0},0,{"$f":"F67+E67","v":0}]
["Sum",{"$f":"SUM(B63:B67)","v":676.09786189343049},null,{"$f":"SUM(D63:D67)","v":6829.3100133016051},null,null,{"$f":"SUM(G63:G67)","v":35485.492957536677}]
[]
["Area of cross section ","Ati",{"$f":"B68","v":676.09786189343049},"in2"]
["Moment of inertia about centriod","Iti",{"$f":"G68","v":35485.492957536677},"in4"]
["Eccentricity of strands w.r.t transformed section at transfer ","eti",{"$f":"C73-$C$29","v":7.3010673132080859},"in"]
["Distance from centroid to extreme bottom fiber","ybti",{"$f":"D68/B68","v":10.101067313208086},"in"]
["Distance from centroid to extreme top fiber","ytti",{"$f":"h-C73","v":10.898932686791914},"in"]
["Section modulus for extreme bottom fiber","Sbti",{"$f":"C71/C73","v":3513.0439048887529},"in3"]
["Section modulus for extreme top fiber","Stti",{"$f":"C71/C74","v":3255.8686228551965},"in3"]
[]
["Non Composite Transformed Section at Final Time"]
["Modular ratio between prestressing strands and concrete","n",{"$f":"Ep/$C$26","v":5.6188186018248869}]
["Multiplier","n-1",{"$f":"$C$79-1","v":4.6188186018248869}]
[]
["Particulars","Area","yb","A.yb","A(ybc-yb)2","I","I+A(ybc -yb)2"]
["Beam",{"$f":"$B$42","v":647.79999999999995},{"$f":"$C$42","v":10.42},{"$f":"B83*C83","v":6750.0759999999991},{"$f":"B83*($C$93-C83)^2","v":44.742517620494048},{"$f":"$F$42","v":33884},{"$f":"F83+E83","v":33928.742517620492}]
["Layer 1",{"$f":"$C$80*MAIN!$B$107*Area_PS","v":13.884168717085609},{"$f":"MAIN!$C$107","v":2},{"$f":"B84*C84","v":27.768337434171219},{"$f":"B84*($C$93-C84)^2","v":923.84939187967291},0,{"$f":"F84+E84","v":923.84939187967291}]
["Layer 2",{"$f":"$C$80*MAIN!$B$108*Area_PS","v":9.2561124780570729},{"$f":"MAIN!$C$108","v":4},{"$f":"B85*C85","v":37.024449912228292},{"$f":"B85*($C$93-C85)^2","v":350.90852376685967},0,{"$f":"F85+E85","v":350.90852376685967}]
["Layer 3",{"$f":"$C$80*MAIN!$B$109*Area_PS","v":0},{"$f":"MAIN!$C$109","v":0},{"$f":"B86*C86","v":0},{"$f":"B86*($C$93-C86)^2","v":0},0,{"$f":"F86+E86","v":0}]
["Layer 4",{"$f":"$C$80*MAIN!$B$110*Area_PS","v":0},{"$f":"MAIN!$C$110","v":0},{"$f":"B87*C87","v":0},{"$f":"B87*($C$93-C87)^2","v":0},0,{"$f":"F87+E87","v":0}]
["Sum",{"$f":"SUM(B83:B87)","v":670.94028119514257},null,{"$f":"SUM(D83:D87)","v":6814.8687873463987},null,null,{"$f":"SUM(G83:G87)","v":35203.500433267029}]
[]
["Area of cross section ","Atf",{"$f":"B88","v":670.94028119514257},"in2"]
["Moment of inertia about centriod","Itf",{"$f":"G88","v":35203.500433267029},"in4"]
["Eccentricity of strands w.r.t transformed section at transfer ","etf",{"$f":"C93-$C$29","v":7.3571913005537644},"in"]
["Distance from centroid to extreme bottom fiber","ybtf",{"$f":"D88/B88","v":10.157191300553764},"in"]
["Distance from centroid to extreme top fiber","yttf",{"$f":"h-C93","v":10.842808699446236},"in"]
["Section modulus for extreme bottom fiber","Sbtf",{"$f":"C91/C93","v":3465.869588509941},"in3"]
["Section modulus for extreme top fiber","Sttf",{"$f":"C91/C94","v":3246.7141502796176},"in3"]
[]
["Composite Transformed Section at Final Time"]
["Modular ratio between prestressing strands and concrete","n",{"$f":"Ep/$C$26","v":5.6188186018248869}]
["Multiplier","n-1",{"$f":"$C$79-1","v":4.6188186018248869}]
[]
["Particulars","Area","yb","A.yb","A(ybc-yb)2","I","I+A(ybc -yb)2"]
["Beam",{"$f":"$B$42","v":647.79999999999995},{"$f":"$C$42","v":10.42},{"$f":"B103*C103","v":6750.0759999999991},{"$f":"B103*($C$114-C103)^2","v":44.742517620494048},{"$f":"$F$42","v":33884},{"$f":"F103+E103","v":33928.742517620492}]
["Deck",{"$f":"$B$43","v":0},{"$f":"$C$43","v":0},0,0,{"$f":"$F$43","v":0},0]
["Layer 1",{"$f":"$C$100*MAIN!$B$107*Area_PS","v":13.884168717085609},{"$f":"MAIN!$C$107","v":2},27.768337434171219,923.84939187967291,0,923.84939187967291]
["Layer 2",{"$f":"$C$100*MAIN!$B$108*Area_PS","v":9.2561124780570729},{"$f":"MAIN!$C$108","v":4},37.024449912228292,350.90852376685967,0,350.90852376685967]
["Layer 3",{"$f":"$C$100*MAIN!$B$109*Area_PS","v":0},{"$f":"MAIN!$C$109","v":0},0,0,0,0]
["Layer 4",{"$f":"$C$100*MAIN!$B$110*Area_PS","v":0},{"$f":"MAIN!$C$110","v":0},0,0,0,0]
["Sum",{"$f":"SUM(B103:B108)","v":670.94028119514257},null,{"$f":"SUM(D103:D108)","v":6814.8687873463987},null,null,{"$f":"SUM(G103:G108)","v":35203.500433267029}]
[]
["Area of cross section ","Atc",{"$f":"B109","v":670.94028119514257},"in2"]
["Moment of inertia about centriod","Itc",{"$f":"G109","v":35203.500433267029},"in4"]
["Eccentricity of strands w.r.t transformed section at transfer ","etc",{"$f":"C114-$C$29","v":7.3571913005537644},"in"]
["Distance from centroid to extreme bottom fiber","ybtc",{"$f":"D109/B109","v":10.157191300553764},"in"]
["Distance from centroid to extreme top fiber of the precast beam","yttc",{"$f":"h-C114","v":10.842808699446236},"in"]
["Distance from centroid to extreme top fiber of the deck","ydtc",{"$f":"h+h_slab-C114","v":10.842808699446236},"in"]
["Section modulus for extreme bottom fiber","Sbtc",{"$f":"C112/C114","v":3465.869588509941},"in3"]
["Section modulus for extreme top fiber of the precast beam","Sttc",{"$f":"C112/C115","v":3246.7141502796176},"in3"]
["Section modulus for extreme top fiber of the deck","Sdtc",{"$f":"(C112/C116)*(1/$C$35)","v":{"$error":"#N/A"}},"in3"]
[]
["Section properties for cracked section "]
["Area of prestressing strands","Aps",{"$f":"Aps","v":5.0100000000000007},"in2"]
["Modular ratio","n",{"$f":"C79","v":5.6188186018248869}]
["Modular ratio applicable to prestressed concrete","2n",{"$f":"C123*2","v":11.237637203649774}]
["Transforemd area","ATrans",{"$f":"C124*C122","v":56.300562390285371},"in2"]
[]
["Check if neutral axis in the top flange"]
["Assumed neutral axis","c",5.4555183089993555,"in"]
["compression block (C)","bc2/2",{"$f":"0.5*b*C128^2","v":714.30432047585248},"in3"]
["Tension block (T)","Atrans (de-c)",{"$f":"C125*(de-C128)","v":714.30431158230078},"in3"]
["Goal seek changing value of c such that compression block is equal to tension block"]
["Diifference ","(C-T)",{"$f":"C129-C130","v":8.8935516942001414E-6},"in"]
["Check",null,{"$f":"IF(C128<(hf+h_slab),\"Neutral axis lies in the top flange\", \"Neutral axis lies in the web\")","v":"Neutral axis lies in the top flange"}]
[]
["Trial and adjustment for value of c",{"$f":"IF(C133=\"Neutral axis lies in the top flange\",\"Not Applicable\",\"Continue with trial and adjustment\")","v":"Not Applicable"}]
["Adopted neutral axis","c",5.4656222220780393,"in"]
["Moment of inertia of the cracked section","Icr",{"$f":"moment_inertia_cr(5.47)","v":11742.346574976678},"in4"]
[]
["Trial and adjustment for value of c"]
["Trial c","Centriod","Concrete area","Calculated c","Difference"]
["in","in","in2","in2","Trial - Calculated"]
[5.4555183089993555,2.7277591544996778,261.86487883196907,5.465629922906321,-1.0111613906965466E-2]
[5.465629922906321,2.7328149614531605,262.35023629950342,5.4656222220825059,7.7008238150710895E-6]
[5.4656222220825059,2.732811111041253,262.3498666599603,5.4656222220780393,4.4666492726719298E-12]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]
[5.4656222220780393,2.7328111110390196,262.34986665974589,5.4656222220780393,0]

{"sheet":"Prestress Losses","index":6,"n_rows":112,"n_cols":4,"rows_kept":112,"cut":false,"hidden":true,"merged":[[104,0,104,3],[110,1,110,3],[92,0,92,3],[100,0,100,3]]}
["Prestress Losses"]
[]
["Total prestress losses","ΔfpT",{"$f":"SUM(C4:C5)","v":39.931019093319904},"ksi"]
["Loss due to elastic shortening","ΔfpES",{"$f":"$C$19","v":13.788900859022233},"ksi"]
["Time dependent losses","ΔfpLT",{"$f":"$C$89","v":26.142118234297669},"ksi"]
[]
["Loss due to Elastic Shortening, ΔfpES"]
["Modulus of elasticity of prestressing steel","Ep",{"$f":"Ep","v":28500},"ksi"]
["Modulus of elasticity of concrete at transfer","Eci",{"$f":"MAIN!F58","v":4286.825748732972},"ksi"]
[]
["Initial prestress prior to transfer","fpi",{"$f":"IF(MAIN!D67=\"Low-relaxation strand\",0.75*fpu,0.7*fpu)","v":202.5},"ksi"]
["Prestress immediately after transfer","0.90(0.7fpu)",{"$f":"C11*0.9","v":182.25},"ksi"]
["Prestress force before transfer","Ppi",{"$f":"C11*SUM(MAIN!B107:B109)*Area_PS","v":1014.5250000000001},"kips"]
["Eccentricity of strands at transfer","eti",{"$f":"eti","v":7.3010673132080859},"in"]
["Maximum moment due to dead load","MD",{"$f":"((MAIN!F55*(MAIN!C98))/(144)*(1+MAIN!$B$46))*Bridge_span^2/8 + 'Calculation Summary'!F14","v":384.97811848958332},"kips-ft"]
["Transformed area of the beam at transfer","Ati",{"$f":"'Section Props'!C70","v":676.09786189343049},"in2"]
["Transformed moment of inertia of beam at transfer","Iti",{"$f":"'Section Props'!C71","v":35485.492957536677},"in4"]
["Concrete stress at CG of prestresing tendons due to prestressing force immediately after transfer and self weight of the beam at section of maximum moment ","fcgp",{"$f":"(C13/C16) + (C13 * C14^2)/C17 - (C15 * C14*12) / C17","v":2.0740566754099192},"ksi"]
["Loss due to elastic shortening","ΔfpES",{"$f":"(C8/C9)*C18","v":13.788900859022233},"ksi"]
[]
["Time-Dependent Losses, ΔfpLT"]
["Prestress losses  between transfer and deck placement, (ΔfpSR + ΔfpCR + ΔfpR1)id"]
[]
["Annual average humidity","H",{"$f":"MAIN!$B$138","v":0.7}]
["Concrete age at transfer","t1",{"$f":"MAIN!B140","v":1},"days"]
["Concrete age at deck placement","td",{"$f":"MAIN!B141","v":28},"days"]
["Concrete age at final stage","tf",{"$f":"MAIN!B142","v":18250},"days"]
[]
["Factor for effect of volume to surface ratio","kvs",{"$f":"MAX(1.45-0.13* (C48), 1)","v":1}]
["Humidity factor for shrinkage","khs",{"$f":"2 - 0.014*C24*100","v":1.02}]
["Humidity factor for creep","khc",{"$f":"1.56-0.008*C24*100","v":1}]
["Factor for effect of concrete strength ","kf",{"$f":"5 / (1 + fc_transfer)","v":0.83333333333333337}]
["Time development factor at time of deck placement","ktd(d,i)",{"$f":"(C26-C25)/ (12 *(100-4*fc_transfer)/(fc_transfer+20) +(C26-C25))","v":0.41284403669724767}]
["Time development factor at final time from transfer","ktd(f,i)",{"$f":"(C27-C26)/ (12 *(100-4*fc_transfer)/(fc_transfer+20) +(C27-C26))","v":0.99789708878228289}]
["Time development factor at final time from transfer","ktd(f,d)",{"$f":"(C27-C25)/ (12 *(100-4*fc_transfer)/(fc_transfer+20) +(C27-C25))","v":0.99790019357590465}]
[]
[]
["Modulus of elasticity of prestressing steel","Ep",{"$f":"Ep","v":28500},"ksi"]
["Modulus of elasticity of precast beam at transfer","Eci",{"$f":"C9","v":4286.825748732972},"ksi"]
["Modulus of elasticity of deck slab","Ec_deck",{"$f":"MAIN!F60","v":4066.8399894758581},"ksi"]
["Area of prestressing strands","Aps",{"$f":"SUM(MAIN!$B$107:$B$110)*Area_PS","v":5.0100000000000007},"in2"]
["Area of precast beam","Ag",{"$f":"Ag","v":647.79999999999995},"in2"]
["Area of composite beam","Ac",{"$f":"'Section Props'!C46","v":647.79999999999995},"in2"]
["Strand eccentricity from centroid of precast beam","epg",{"$f":"epg","v":7.62},"in"]
["Strand eccentricity from centroid of composite beam","epc",{"$f":"'Section Props'!$C$49-'Section Props'!$C$29","v":7.62},"in"]
["Moment of inertia of precast beam","Ig",{"$f":"'Section Props'!C19","v":33884},"in4"]
["Moment of inertia of composite beam","Ic",{"$f":"'Section Props'!C47","v":33884},"in4"]
["Volume to surface ratio of beam","V/S",{"$f":"(Ag)/((b+h)*2+(b+h-wh*2-wh*2-2*bw_single-hf-hc+2*SQRT(2*wh^2)))","v":3.5694354665829868},"in"]
["Girder creep coefficient at final time due to loading introduced at transfer","Ψb (tf,ti)",{"$f":"1.9*C29*C31*C32*C34*C25^(-0.118)","v":1.5800037239052811}]
["Girder creep coefficient at deck placement due to loading introduced at transfer","Ψb (td,ti)",{"$f":"1.9*(C29*C31*C32*(C33)*C25^(-0.118))","v":0.65366972477064211}]
["Girder creep coefficient at final time due to loading at deck placement","Ψb (tf,td)",{"$f":"1.9*(C29*C31*C32*C35*C26^(-0.118))","v":1.0663378234270637}]
["Transformed section coefficient","Kid",{"$f":"1/(1 + (C38/C39)*(C41/C42)*(1 + (C42 *C44^2/C46)) *(1 + 0.7*C49))","v":0.8140083263757214}]
[]
["Concrete shrinkage strain","εbid",{"$f":"C29*C30*C32*(C33)*0.48*10^-3","v":1.6844036697247704E-4},"in/in"]
["Shrinkage of girder concrete, ΔfpSR","ΔfpSR",{"$f":"C54*C38*C52","v":3.9076880445812838},"ksi"]
[]
["Creep of concrete, ΔfpCR","ΔfpCR",{"$f":"(C38/C39)*C18*C50*C52","v":7.3369720907840099},"ksi"]
[]
["Stress in prestressing strands immediately after transfer","fpt",{"$f":"MAX(IF(MAIN!D67=\"Low-relaxation strand\",0.75,0.7)*fpu-C19,0.55*fpy)","v":188.71109914097778},"ksi"]
["Factor accounting type of steel","KL",{"$f":"IF(MAIN!D67 = \"Low-relaxation strand\", 30,7)","v":30}]
["Relaxation of prestressing strands","ΔfpR1",{"$f":"(C59/C60)*(C59/fpy - 0.55)","v":1.4253279202749327},"ksi"]
[]
["Prestress losses  between transfer and deck placement, (ΔfpSR + ΔfpCR + ΔfpR1)id","(ΔfpSR + ΔfpCR + ΔfpR1)id",{"$f":"C61+C57+C55","v":12.669988055640225},"ksi"]
[]
["Prestress losses  between transfer and deck placement, (ΔfpSD + ΔfpCD + ΔfpR2 + ΔfpSS)if"]
[]
[null,"kdf",{"$f":"1/(1 + (C38/C39)*(C41/C43)*(1 + (C43 *C45^2/C47)) *(1 + 0.7*C49))","v":0.8140083263757214}]
["Total girder concrete shrinkage between transfer and final time","εbif",{"$f":"C29*C30*C32*(C35)*(0.48*10^-3)","v":4.0714327897896916E-4},"in/in"]
["Girder concrete shrinkage strain between deck placement and final time","εbdf",{"$f":"C68-C54","v":2.3870291200649212E-4},"in/in"]
[]
["Shrinkage of girder concrete, ΔfpSD","ΔfpSD",{"$f":"C69*C8*C67","v":5.5377255002473493},"ksi"]
[]
["Change in concrete stress","Δfcd",{"$f":"-((C55+C57+C61)*(C41/C42)*(1 + (C42*C44^2)/C46))-(((((MAIN!F55*(((h_slab+0.5*0)*b))/(144))*(1+MAIN!$B$46)*Bridge_span^2/8)*12*'Section Props'!C92)/'Section Props'!C91)+  (('Calculation Summary'!E14+'Calculation Summary'!H14)*12*'Section Props'!C113)/'Section Props'!C112)","v":-0.79725507797342388},"ksi"]
["Creep of concrete, ΔfpCRD","ΔfpCD",{"$f":"((C8/C9)*C18*(C49-C50)*C67) + (C8/'Section Props'!C26)*'Prestress Losses'!C73*'Prestress Losses'!C51*'Prestress Losses'!C67","v":6.5090767581351603},"ksi"]
[]
["Relaxation of prestressing strands","ΔfpR2",{"$f":"C61","v":1.4253279202749327},"ksi"]
[]
["Volume to surface ratio of deck slab","V/S",{"$f":"(h_slab*b)/((b+h_slab))","v":0}]
["Factor for effect of volume to surface ratio","kvs",{"$f":"MAX(1.45-0.13* (C78), 1)","v":1.45}]
["Humidity factor for shrinkage","khs",{"$f":"2 - 0.014*C24*100","v":1.02}]
["Humidity factor for creep","khc",{"$f":"1.56-0.008*C24*100","v":1}]
["Factor for effect of concrete strength ","kf",{"$f":"5 / (1 + 0.8*fc_slab)","v":1.0869565217391306}]
["deck creep coefficient at final time due to loading after deck placement","Ψd (tf,td)",{"$f":"1.9*C79*C81*C82*C35*C25^-0.118","v":2.988277210110454}]
["Shrinkage strain of deck concrete between placement and final time","εddf",{"$f":"C79*C80*C82*C35*0.48*10^-3","v":7.7003185372109383E-4},"in/in"]
[null,"Δfcdf",{"$f":"((C84*h_slab*b*C40)/(1+0.7*C83))*(1/C43 - C45*(h+h_slab-(h_slab)/2-'Section Props'!C49)/'Section Props'!C47)","v":0},"ksi"]
["Shrinkage of deck concrete","ΔfpSS",{"$f":"(C8/'Section Props'!C26) * 'Prestress Losses'!C85*'Prestress Losses'!C67*(1+0.7*'Prestress Losses'!C51)","v":0},"ksi"]
["Prestress losses  between transfer and deck placement, (ΔfpSD + ΔfpCD + ΔfpR2 + ΔfpSS)if","(ΔfpSD + ΔfpCD + ΔfpR2 + ΔfpSS)if",{"$f":"C71+C74+C76+C86","v":13.472130178657443},"ksi"]
[]
["Total time-dependent loss","ΔfpLT",{"$f":"C63+C87","v":26.142118234297669},"ksi"]
[]
["Effective Stress in Strands After All Losses and Gains"]
[]
["When calculating concrete stress using transformed section properties, the effect of losses and gains due to elastic deformations are implicitly accounted for and Dpes shouldnot be included in the prestressing force applied to transformed section at transfer."]
[]
["Force per strand with only time-dependent losses ",null,{"$f":"(C11-C89)*Area_PS","v":29.45176625487229},"kips"]
["Total prestressing force ","Ppe",{"$f":"C95*SUM(MAIN!$B$107:$B$110)","v":883.55298764616873},"kips"]
[]
["Concrete Stresses Limits at Service Loads"]
[]
["Compression: For load combination Service-I"]
["a. Due to permanent loads( i.e., beam self weight, diaphragm weight, deck slab, wearing surface and barrier loads)"]
["For precast beam","0.45 f'c",{"$f":"0.45*fc_design","v":3.15},"ksi"]
["For deck slab","0.45 f'c_deck",{"$f":"0.45*fc_slab","v":2.0249999999999999},"ksi"]
[]
["b. Due to permanent loads and transient loads ( i.e., all dead loads and live loads)"]
["For precast beam","0.60 f'c",{"$f":"0.6*fc_design","v":4.2},"ksi"]
["For deck slab","0.60 f'c_deck",{"$f":"0.6*fc_slab","v":2.6999999999999997},"ksi"]
[]
["Tension: For load combination Service-III"]
["a. For components with bonded prestressing tendons"]
["Rebar conditions",{"$f":"MAIN!B139","v":"Low to moderate corrosion"}]
["For precast beam",{"$f":"IF(B111 = \"Low to moderate corrosion\",\"-0.19 √(f'c)\", \"-0.0948√(f'c)\")","v":"-0.19 √(f'c)"},{"$f":"IF(B111=\"Low to moderate corrosion\",-0.19*SQRT(fc_design),-0.0948*SQRT(fc_design))","v":-0.50269274910227224},"ksi"]

{"sheet":"Load Rating Interior Beam","index":7,"n_rows":215,"n_cols":15,"rows_kept":215,"cut":false,"hidden":true,"merged":[[0,0,0,6],[4,4,4,5],[7,0,10,0],[4,1,6,1],[4,0,6,0],[4,2,5,2],[4,3,5,3],[31,6,33,6],[4,6,5,6],[29,0,33,0],[14,2,14,3],[16,2,16,3],[17,2,17,3],[15,2,15,3],[18,2,18,3],[22,2,22,3],[23,2,23,3],[24,2,24,3],[25,2,25,3],[31,5,33,5],[29,1,33,1],[4,7,5,7],[29,3,33,3],[29,4,33,4],[29,5,30,7],[26,2,26,3],[29,2,33,2],[31,7,33,7],[34,1,36,1],[34,2,36,2],[34,3,36,3],[185,0,186,0],[185,5,185,6],[185,8,186,8],[34,0,41,0],[37,4,41,4],[37,1,41,1],[37,2,41,2],[37,3,41,3],[37,5,41,7],[74,3,74,4],[65,1,65,3],[66,1,66,3],[71,1,71,2],[71,3,71,4],[71,5,72,5],[72,1,72,2],[72,3,72,4],[42,5,42,7],[50,1,53,1],[50,4,53,4],[43,4,45,4],[43,5,45,7],[46,4,49,4],[46,5,49,7],[75,1,75,2],[75,3,75,4],[185,9,186,9],[114,13,115,13],[138,8,139,8],[148,1,148,3],[148,4,148,8],[185,7,186,7],[185,1,185,4],[114,1,114,3],[114,4,114,8],[114,9,114,12],[138,1,138,3],[79,13,80,13],[105,13,106,13],[175,1,175,3],[175,9,175,13],[175,4,175,8],[105,1,105,3],[105,4,105,8],[79,4,79,8],[144,6,144,7],[146,0,146,14],[79,1,79,3],[64,1,64,3],[56,0,57,0],[73,1,73,2],[74,1,74,2],[73,3,73,4],[60,1,60,6],[62,0,62,2],[63,1,63,3],[50,3,53,3],[43,0,53,0],[43,1,45,1],[43,2,45,2],[43,3,45,3],[46,1,49,1],[46,2,49,2],[46,3,49,3],[56,1,57,6],[58,0,59,0],[58,1,59,6],[50,5,53,7],[50,2,53,2],[77,0,77,14],[184,0,184,14],[175,14,176,14],[62,5,62,7],[63,6,63,8],[64,6,64,8],[65,6,65,8],[66,6,66,8],[71,11,71,12],[71,9,71,10],[71,8,72,8],[79,9,79,12],[105,9,105,12],[148,9,148,13],[148,14,149,14],[138,4,138,5],[139,4,139,5],[141,4,141,5],[142,4,142,5],[144,4,144,5],[138,6,138,7],[139,6,139,7],[141,6,141,7],[142,6,142,7]]}
["Load Rating for Interior Beams"]
[]
["Limit States and Load Factors for Load Rating"]
[]
["Bridge Type","Limit State","Dead Load","Dead Load","Design Load",null,"Legal Load","Permit Load"]
[null,null,null,null,"Inventory","Operating"]
[null,null,"ᵞDc","ᵞDw","ᵞLL","ᵞLL","ᵞLL","ᵞLL"]
["Prestressed Concrete","Strength I",1.25,1.5,1.75,1.35,"Tables 6A.4.4.2.3a-1 \nand 6A.4,4.2.3b-1","-"]
[null,"Strength II",1.25,1.5,"-","-","-","Table 6A.4.5.4.2a-1"]
[null,"Service III",1,1,0.8,"-",1,"-"]
[null,"Service I",1,1,"-","-","-",1]
[]
[]
["Live load factors for routine commercial traffic according to AASHTO LRFD Table 6A.4.4.2.3a-1"]
["Traffic Volume (One direction) ADTT","Load Factor","Remark"]
["Unknown",1.45]
[5000,1.45,"ADTT >= 5,000"]
[1000,1.3,"ADTT <= 1,000"]
[{"$f":"MAIN!$B$145","v":8000},{"$f":"IF($A$19=$A$16,$B$16,IF($A$19<$A$18,$B$18,IF($A$19>$A$17,$B$16,FORECAST($A$19,$B$17:$B$18,$A$17:$A$18))))","v":1.45}]
[]
[]
["Live load factors for special hauling vehicles according to AASHTO LRFD Table 6A.4.4.2.3b-1"]
["Traffic Volume (One direction) ADTT","Load Factor","Remark"]
["Unknown",1.45]
[5000,1.45,"ADTT >= 5,000"]
[1000,1.3,"ADTT <= 1,000"]
[{"$f":"MAIN!$B$145","v":8000},{"$f":"IF($A$27=$A$24,$B$24,IF($A$27<$A$26,$B$26,IF($A$27>$A$25,$B$24,FORECAST($A$27,$B$25:$B$26,$A$25:$A$26))))","v":1.45}]
[]
["Table 6A.4.5.4.2a-1 Permit Load Factors: γL"]
["Permit Type","Frequency ","Loading Condition","Dfa","ADTT (one direction)","Load Factor by Permit Weight Ratiob"]
[]
[null,null,null,null,null,"GVW / AL < 2.0 (kip/ft)","2.0 < GVW / AL < 3.0 (kip/ft)","GVW / AL > 3.0 (kip/ft)"]
[]
[]
["Routine or Annual","Unlimited Crossings","Mix with traffic (other vehicles may be on the bridge)","Two or more Lanes","> 5000",1.4,1.35,1.3]
[null,null,null,null,"=1000",1.35,1.25,1.2]
[null,null,null,null,"<1000",1.3,1.2,1.1499999999999999]
[null,"Unlimited Crossings (Reinforced Concrete Box Culverts)c","Mix with traffic (other vehicles may be on the bridge)","One lane","All ADTTs",1.4]
[]
[]
[]
[]
[null,null,null,null,null,"All Weights"]
["Special or Limited Crossing","Single-Trip","Escorted with no other vehicles on the bridge","One lane","N/A",1.1000000000000001]
[]
[]
[null,"Single-Trip","Mix with traffic (other vehicles may be on the bridge)","One lane","All ADTTs",1.2]
[]
[]
[]
[null,"Multiple Trips (less than 100 crossings)","Mix with traffic (other vehicles may be on the bridge)","One lane","All ADTTs",1.4]
[]
[]
[]
[]
["Notes:"]
["a","DF= LRFD distribution factor. When one-lane distribution factor is used, the built-in multiple presence factor should be divided out."]
[]
["b","Permit Weight Ratio= GVW / AL; GVW= Gross Vehicle Weight; AL= Front axle to rear axle length; Use only axles on the bridge."]
[]
["c","Refer to Article 6A.5.12."]
[]
["Permit Load Condition",null,null,null,null,"Custom Vehicle Load Condition"]
["Permit Type:",{"$f":"MAIN!B153","v":"Routine or Annual"},null,null,null,"Permit Type:",{"$f":"MAIN!B204","v":"Special or Limited crossing"}]
["Frequency:",{"$f":"MAIN!B154","v":"Unlimited crossings"},null,null,null,"Frequency:",{"$f":"MAIN!B205","v":"Single trip"}]
["Loading Condition:",{"$f":"MAIN!B155","v":"Mixed with traffic"},null,null,null,"Loading Condition:",{"$f":"MAIN!B206","v":"Escorted with no other vehicle on the bridge"}]
["DF using:",{"$f":"MAIN!B156","v":"Two or more lanes"},null,null,null,"DF using:",{"$f":"MAIN!B207","v":"One lane"}]
[]
["ADTT",{"$f":"MAIN!B145","v":8000}]
[]
["Live load factors for permit vehicles according to AASHTO MBE Table 6A.4.5.4.2a-1",null,null,null,null,null,null,null,"Adopted Live Load Distribution Factor for "]
["Permit vehicle types","Gross vehicle weight",null,"Axle length",null,"GVW / AL","Load factor",null,null,"Permit Vehicles",null,"Custom Vehicle"]
[null,"GVW (kip)",null,"AL (ft)",null,null,"ᵞLL",null,null,"Interior beam","Exterior beam","Interior beam","Exterior beam"]
["PL60T",119.5,null,65.082999999999998,null,{"$f":"B74/D74","v":1.8361169583454973},{"$f":"Live_Load_Factors_PL(B64,B65,B66,B67,B69,F74)","v":1.4},null,"DFM",{"$f":"IF($B$67=\"One lane\",(DFM_Int_One_lane*DFM_CF_Skew)/1.2,DFM)","v":0.2938735208418185},{"$f":"IF($B$67=\"One lane\",(DFM_Ext_One_lane*DFM_CF_Skew)/1.2,DFM_ext)","v":0.30832230228320795},{"$f":"IF($G$67=\"One lane\",(DFM_Int_One_lane*DFM_CF_Skew)/1.2,DFM)","v":0.162817222845832},{"$f":"IF($G$67=\"One lane\",(DFM_Ext_One_lane*DFM_CF_Skew)/1.2,DFM_ext)","v":0.18441311837607777}]
["PL65T",130,null,48,null,{"$f":"B75/D75","v":2.7083333333333335},{"$f":"Live_Load_Factors_PL(B64,B65,B66,B67,B69,F75)","v":1.35},null,"DFV",{"$f":"IF($B$67=\"One lane\",(DFV_Int_one_lane*DFV_RF_Skew)/1.2,DFV)","v":0.53794405040983428},{"$f":"IF($B$67=\"One lane\",(DFV_Ext_One_lane*DFV_RF_Skew)/1.2,DFV_ext)","v":0.66493664112778472},{"$f":"IF($G$67=\"One lane\",(DFV_Int_one_lane*DFV_RF_Skew)/1.2,DFV)","v":0.43690380359902786},{"$f":"IF($G$67=\"One lane\",(DFV_Ext_One_lane*DFV_RF_Skew)/1.2,DFV_ext)","v":0.55113594391502374}]
["Custom vehicle 1",{"$f":"Vehicles!$O$40","v":365},null,{"$f":"Vehicles!$AI$39","v":126.25},null,{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",B76/D76)","v":2.891089108910891},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",Live_Load_Factors_PL(G64,G65,G66,G67,B69,F76))","v":1.1000000000000001}]
[]
["Rating Factor With Flexure "]
[]
["Strength I","Load factors",null,null,"At moment critical point",null,null,null,null,"At center",null,null,null,"Adopted RF"]
["Vehicle types","ᵞDc","ᵞDw","ᵞLL","Capacity","Dc ","Dw","LL+IM","RF","Dc","Dw","LL+IM","RF"]
["A. Design Vehicles"]
["HL93"]
["Inventory",{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$E$8","v":1.75},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A84,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":393.81236617476844},{"$f":"VLOOKUP($A84,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":223.58791059027774},{"$f":"VLOOKUP($A84,'Calculation Summary'!$A$65:$D$92,MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":454.06617300326081},{"$f":"Loadrating($B84,$C84,$D84,$E84,$F84,$G84,$H84)","v":1.073352991115555},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A84,'Calculation Summary'!$A$65:$D$92,MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":452.23902248826613},{"$f":"Loadrating($B84,$C84,$D84,$E84,$J84,$K84,$L84)","v":1.0725401694861445},{"$f":"MIN(I84,M84)","v":1.0725401694861445}]
["Operating",{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$F$8","v":1.35},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A85,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":393.81236617476844},{"$f":"VLOOKUP($A85,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":223.58791059027774},{"$f":"VLOOKUP($A85,'Calculation Summary'!$A$65:$D$92,MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":454.06617300326081},{"$f":"Loadrating($B85,$C85,$D85,$E85,$F85,$G85,$H85)","v":1.3913835070016454},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A85,'Calculation Summary'!$A$65:$D$92,MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":452.23902248826613},{"$f":"Loadrating($B85,$C85,$D85,$E85,$J85,$K85,$L85)","v":1.3903298493338911},{"$f":"MIN(I85,M85)","v":1.3903298493338911}]
["HL93_Tandem"]
["Inventory_Tandem",{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$E$8","v":1.75},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A87,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":395.35634765624997},{"$f":"VLOOKUP($A87,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.51913281249998},{"$f":"VLOOKUP($A87,'Calculation Summary'!$A$65:$D$92,MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":401.53489840184704},{"$f":"Loadrating($B87,$C87,$D87,$E87,$F87,$G87,$H87)","v":1.2090412377557751},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A87,'Calculation Summary'!$A$65:$D$92,MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":401.33057778903577},{"$f":"Loadrating($B87,$C87,$D87,$E87,$J87,$K87,$L87)","v":1.2085909837719437},{"$f":"MIN(I87,M87)","v":1.2085909837719437}]
["Operating_Tandem",{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$F$8","v":1.35},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A88,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":395.35634765624997},{"$f":"VLOOKUP($A88,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.51913281249998},{"$f":"VLOOKUP($A88,'Calculation Summary'!$A$65:$D$92,MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":401.53489840184704},{"$f":"Loadrating($B88,$C88,$D88,$E88,$F88,$G88,$H88)","v":1.567275678572301},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A88,'Calculation Summary'!$A$65:$D$92,MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":401.33057778903577},{"$f":"Loadrating($B88,$C88,$D88,$E88,$J88,$K88,$L88)","v":1.5666920160006674},{"$f":"MIN(I88,M88)","v":1.5666920160006674}]
["B. Ohio Legal Vehicles"]
["2F1",{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},1.5,{"$f":"$B$19","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A90,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":394.73875506365738},{"$f":"VLOOKUP($A90,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.14664392361109},{"$f":"VLOOKUP($A90,'Calculation Summary'!$A$65:$D$92,MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":172.96061602416609},{"$f":"Loadrating($B90,$C90,$D90,$E90,$F90,$G90,$H90)","v":3.392867922166166},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A90,'Calculation Summary'!$A$65:$D$92,MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":172.46334912503173},{"$f":"Loadrating($B90,$C90,$D90,$E90,$J90,$K90,$L90)","v":3.3943360080215386},{"$f":"MIN(I90,M90)","v":3.392867922166166}]
["3F1",1.25,1.5,{"$f":"$B$19","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A91,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":395.59276069972827},{"$f":"VLOOKUP($A91,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.66172071420129},{"$f":"VLOOKUP($A91,'Calculation Summary'!$A$65:$D$92,MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":257.75672969455599},{"$f":"Loadrating($B91,$C91,$D91,$E91,$F91,$G91,$H91)","v":2.2717679448599681},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A91,'Calculation Summary'!$A$65:$D$92,MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":257.6690377579086},{"$f":"Loadrating($B91,$C91,$D91,$E91,$J91,$K91,$L91)","v":2.2719010444285233},{"$f":"MIN(I91,M91)","v":2.2717679448599681}]
["5C1",1.25,1.5,{"$f":"$B$19","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A92,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":385.62052514648434},{"$f":"VLOOKUP($A92,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":218.64716194921874},{"$f":"VLOOKUP($A92,'Calculation Summary'!$A$65:$D$92,MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":255.79317297095906},{"$f":"Loadrating($B92,$C92,$D92,$E92,$F92,$G92,$H92)","v":2.3471392189601383},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A92,'Calculation Summary'!$A$65:$D$92,MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":252.97881636527316},{"$f":"Loadrating($B92,$C92,$D92,$E92,$J92,$K92,$L92)","v":2.3140220371409868},{"$f":"MIN(I92,M92)","v":2.3140220371409868}]
["C. Specialized Hauling Vehicles"]
["SU4",{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},1.5,{"$f":"$B$27","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A94,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":395.18479415830757},{"$f":"VLOOKUP($A94,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.41566367669751},{"$f":"VLOOKUP($A94,'Calculation Summary'!$A$65:$D$92,MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":293.71790434375595},{"$f":"Loadrating($B94,$C94,$D94,$E94,$F94,$G94,$H94)","v":1.9956894165473174},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A94,'Calculation Summary'!$A$65:$D$92,MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":293.23654998539388},{"$f":"Loadrating($B94,$C94,$D94,$E94,$J94,$K94,$L94)","v":1.996335572861718},{"$f":"MIN(I94,M94)","v":1.9956894165473174}]
["SU5",1.25,1.5,{"$f":"$B$27","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A95,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":394.35862393096386},{"$f":"VLOOKUP($A95,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":223.91737526827521},{"$f":"VLOOKUP($A95,'Calculation Summary'!$A$65:$D$92,MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":323.98294733969743},{"$f":"Loadrating($B95,$C95,$D95,$E95,$F95,$G95,$H95)","v":1.813050360993115},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A95,'Calculation Summary'!$A$65:$D$92,MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":322.55043368936526},{"$f":"Loadrating($B95,$C95,$D95,$E95,$J95,$K95,$L95)","v":1.8149054995934613},{"$f":"MIN(I95,M95)","v":1.813050360993115}]
["SU6",1.25,1.5,{"$f":"$B$27","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A96,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":395.17798387245682},{"$f":"VLOOKUP($A96,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.41155618603139},{"$f":"VLOOKUP($A96,'Calculation Summary'!$A$65:$D$92,MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":360.43114522540827},{"$f":"Loadrating($B96,$C96,$D96,$E96,$F96,$G96,$H96)","v":1.6263295805001985},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A96,'Calculation Summary'!$A$65:$D$92,MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":359.80349422982897},{"$f":"Loadrating($B96,$C96,$D96,$E96,$J96,$K96,$L96)","v":1.6269951942855629},{"$f":"MIN(I96,M96)","v":1.6263295805001985}]
["SU7",1.25,1.5,{"$f":"$B$27","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A97,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":395.62240731632625},{"$f":"VLOOKUP($A97,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.67960149095993},{"$f":"VLOOKUP($A97,'Calculation Summary'!$A$65:$D$92,MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":392.35246805262688},{"$f":"Loadrating($B97,$C97,$D97,$E97,$F97,$G97,$H97)","v":1.49233015970253},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A97,'Calculation Summary'!$A$65:$D$92,MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":392.24419219555728},{"$f":"Loadrating($B97,$C97,$D97,$E97,$J97,$K97,$L97)","v":1.4924339675301774},{"$f":"MIN(I97,M97)","v":1.49233015970253}]
["D. Emergency Vehicles"]
["EV2",{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"MAIN!B149","v":1.3},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A99,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":392.29939566349634},{"$f":"VLOOKUP($A99,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":222.67539202800094},{"$f":"VLOOKUP($A99,'Calculation Summary'!$A$65:$D$92,MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":301.02044982755649},{"$f":"Loadrating($B99,$C99,$D99,$E99,$F99,$G99,$H99)","v":2.1878483930461687},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A99,'Calculation Summary'!$A$65:$D$92,MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":297.6580607774095},{"$f":"Loadrating($B99,$C99,$D99,$E99,$J99,$K99,$L99)","v":2.1936061181223128},{"$f":"MIN(I99,M99)","v":2.1878483930461687}]
["EV3",{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"MAIN!B150","v":1.1000000000000001},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A100,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":395.04972245343765},{"$f":"VLOOKUP($A100,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.33419782061247},{"$f":"VLOOKUP($A100,'Calculation Summary'!$A$65:$D$92,MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":456.7970233600409},{"$f":"Loadrating($B100,$C100,$D100,$E100,$F100,$G100,$H100)","v":1.6920925467819712},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A100,'Calculation Summary'!$A$65:$D$92,MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":455.83089159675524},{"$f":"Loadrating($B100,$C100,$D100,$E100,$J100,$K100,$L100)","v":1.692868445586889},{"$f":"MIN(I100,M100)","v":1.6920925467819712}]
["E. AASHTO Legal Vehicles"]
["Type3",{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},1.5,{"$f":"$B$19","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A102,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":394.67600765624996},{"$f":"VLOOKUP($A102,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.10879905249999},{"$f":"VLOOKUP($A102,'Calculation Summary'!$A$65:$D$92,MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":260.70139119950602},{"$f":"Loadrating($B102,$C102,$D102,$E102,$F102,$G102,$H102)","v":2.2513334726188603},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A102,'Calculation Summary'!$A$65:$D$92,MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":259.81872256286647},{"$f":"Loadrating($B102,$C102,$D102,$E102,$J102,$K102,$L102)","v":2.2531038187882722},{"$f":"MIN(I102,M102)","v":2.2513334726188603}]
["Type3S2",1.25,1.5,{"$f":"$B$19","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A103,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":390.96216563786004},{"$f":"VLOOKUP($A103,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":221.86886790123452},{"$f":"VLOOKUP($A103,'Calculation Summary'!$A$65:$D$92,MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":279.85120247231129},{"$f":"Loadrating($B103,$C103,$D103,$E103,$F103,$G103,$H103)","v":2.1169983235206509},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A103,'Calculation Summary'!$A$65:$D$92,MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":273.98709968645267},{"$f":"Loadrating($B103,$C103,$D103,$E103,$J103,$K103,$L103)","v":2.1365916740934434},{"$f":"MIN(I103,M103)","v":2.1169983235206509}]
["Type3_3",1.25,1.5,{"$f":"$B$19","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A104,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":395.53064660377015},{"$f":"VLOOKUP($A104,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.62425781249999},{"$f":"VLOOKUP($A104,'Calculation Summary'!$A$65:$D$92,MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":257.18723000913849},{"$f":"Loadrating($B104,$C104,$D104,$E104,$F104,$G104,$H104)","v":2.2771572967738822},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A104,'Calculation Summary'!$A$65:$D$92,MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":256.98504713814924},{"$f":"Loadrating($B104,$C104,$D104,$E104,$J104,$K104,$L104)","v":2.2779479293376488},{"$f":"MIN(I104,M104)","v":2.2771572967738822}]
[]
["Strength II","Load factors",null,null,"At Moment critical point",null,null,null,null,"At center",null,null,null,"Adopted RF"]
["Vehicle types","ᵞDc","ᵞDw","ᵞLL","Capacity","Dc","Dw","LL+IM","RF","Dc","Dw","LL+IM","RF"]
["F.Permit Loads"]
["PL60T",{"$f":"VLOOKUP($A$106,$B$5:$D$11,MATCH(B$107,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$106,$B$5:$D$11,MATCH(C$107,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$G$74","v":1.4},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A109,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":395.70361279016248},{"$f":"VLOOKUP($A109,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.72857898370148},{"$f":"VLOOKUP($A109,'Calculation Summary'!$A$65:$D$92,MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":253.6496805796414},{"$f":"Loadrating($B109,$C109,$D109,$E109,$F109,$G109,$H109)","v":2.3903276639441149},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A109,'Calculation Summary'!$A$65:$D$92,MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":253.6495826765946},{"$f":"Loadrating($B109,$C109,$D109,$E109,$J109,$K109,$L109)","v":2.3903277935127201},{"$f":"MIN(I109,M109)","v":2.3903276639441149}]
["PL65T",{"$f":"VLOOKUP($A$106,$B$5:$D$11,MATCH(B$107,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$106,$B$5:$D$11,MATCH(C$107,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$G$75","v":1.35},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A110,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":389.0251099836662},{"$f":"VLOOKUP($A110,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":220.70057068232251},{"$f":"VLOOKUP($A110,'Calculation Summary'!$A$65:$D$92,MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":345.86156721052998},{"$f":"Loadrating($B110,$C110,$D110,$E110,$F110,$G110,$H110)","v":1.8487772129059497},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A110,'Calculation Summary'!$A$65:$D$92,MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":334.64847185862084},{"$f":"Loadrating($B110,$C110,$D110,$E110,$J110,$K110,$L110)","v":1.8788713078739248},{"$f":"MIN(I110,M110)","v":1.8487772129059497}]
["G.Custom Vehicle "]
["Custom_Vehicle_1",{"$f":"VLOOKUP($A$106,$B$5:$D$11,MATCH(B$107,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$106,$B$5:$D$11,MATCH(C$107,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",$G$76)","v":1.1000000000000001},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A112,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":394.68970469231772},{"$f":"VLOOKUP($A112,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.11706015181872},{"$f":"VLOOKUP($A112,'Calculation Summary'!$A$65:$D$92,MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":305.05471469605277},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",Loadrating($B112,$C112,$D112,$E112,$F112,$G112,$H112))","v":2.5360960157715269},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A112,'Calculation Summary'!$A$65:$D$92,MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":303.67610093256087},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",Loadrating($B112,$C112,$D112,$E112,$J112,$K112,$L112))","v":2.5410683637539595},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",MIN(I112,M112))","v":2.5360960157715269}]
[]
[]
["Service III","Load factors",null,null,"At Moment critical point",null,null,null,null,"At center",null,null,null,"Adopted RF"]
["Vehicle types","ᵞDc","ᵞDw","ᵞLL","Capacity","Dc ","Dw","LL+IM","RF","Dc","Dw","LL+IM","RF"]
["A. Design Vehicles"]
["HL93"]
["Inventory",{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(B$116,$B$7:$D$7,0),FALSE)","v":1},{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(C$116,$B$7:$D$7,0),FALSE)","v":1},{"$f":"$E$10","v":0.8},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A119,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A119,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A119,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4527496855211082},{"$f":"VLOOKUP($A119,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.8250924430471116},{"$f":"H84*12/sbc","v":1.6756119192635974},{"$f":"Loadrating($B119,$C119,$D119,$E119,$F119,$G119,$H119)","v":1.0573037711271682},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L84*12/sbc","v":1.6688693003167512},{"$f":"Loadrating($B119,$C119,$D119,$E119,$J119,$K119,$L119)","v":1.0531964916919212},{"$f":"MIN(I119,M119)","v":1.0531964916919212}]
["HL93_Tandem"]
["Inventory_Tandem",{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(B$116,$B$7:$D$7,0),FALSE)","v":1},{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(C$116,$B$7:$D$7,0),FALSE)","v":1},{"$f":"$E$10","v":0.8},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A121,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A121,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A121,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4584453420688732},{"$f":"VLOOKUP($A121,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82852887400764363},{"$f":"H87*12/sbc","v":1.4817590513565977},{"$f":"Loadrating($B121,$C121,$D121,$E121,$F121,$G121,$H121)","v":1.1879230231029325},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L87*12/sbc","v":1.481005059814102},{"$f":"Loadrating($B121,$C121,$D121,$E121,$J121,$K121,$L121)","v":1.1867935767934354},{"$f":"MIN(I121,M121)","v":1.1867935767934354}]
["B. Ohio Legal Vehicles"]
["2F1",{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(B$116,$B$7:$D$7,0),FALSE)","v":1},1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A123,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A123,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A123,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4561670794497672},{"$f":"VLOOKUP($A123,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82715430162343084},{"$f":"H90*12/sbc","v":0.63826571324701131},{"$f":"Loadrating($B123,$C123,$D123,$E123,$F123,$G123,$H123)","v":2.211971220041185},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L90*12/sbc","v":0.63643068039764983},{"$f":"Loadrating($B123,$C123,$D123,$E123,$J123,$K123,$L123)","v":2.2093809696135374},{"$f":"MIN(I123,M123)","v":2.2093809696135374}]
["3F1",1,1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A124,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A124,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A124,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4593174558313851},{"$f":"VLOOKUP($A124,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82905505719819772},{"$f":"H91*12/sbc","v":0.9511834931238129},{"$f":"Loadrating($B124,$C124,$D124,$E124,$F124,$G124,$H124)","v":1.478972529122673},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L91*12/sbc","v":0.95085988907002972},{"$f":"Loadrating($B124,$C124,$D124,$E124,$J124,$K124,$L124)","v":1.4787855181524059},{"$f":"MIN(I124,M124)","v":1.4787855181524059}]
["5C1",1,1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A125,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A125,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A125,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4225304675119486},{"$f":"VLOOKUP($A125,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.806859908220113},{"$f":"H92*12/sbc","v":0.94393750290074141},{"$f":"Loadrating($B125,$C125,$D125,$E125,$F125,$G125,$H125)","v":1.5528108474112774},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L92*12/sbc","v":0.93355185923485295},{"$f":"Loadrating($B125,$C125,$D125,$E125,$J125,$K125,$L125)","v":1.5062021673881396},{"$f":"MIN(I125,M125)","v":1.5062021673881396}]
["C. Specialized Hauling Vehicles"]
["SU4",{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(B$116,$B$7:$D$7,0),FALSE)","v":1},1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A127,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A127,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A127,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4578124913413435},{"$f":"VLOOKUP($A127,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82814704834536235},{"$f":"H94*12/sbc","v":1.0838887604516363},{"$f":"Loadrating($B127,$C127,$D127,$E127,$F127,$G127,$H127)","v":1.3001216372432529},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L94*12/sbc","v":1.0821124486534546},{"$f":"Loadrating($B127,$C127,$D127,$E127,$J127,$K127,$L127)","v":1.2994193306790713},{"$f":"MIN(I127,M127)","v":1.2994193306790713}]
["SU5",1,1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A128,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A128,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A128,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.454764798139464},{"$f":"VLOOKUP($A128,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82630824588434459},{"$f":"H95*12/sbc","v":1.195573950400064},{"$f":"Loadrating($B128,$C128,$D128,$E128,$F128,$G128,$H128)","v":1.1827572230205083},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L95*12/sbc","v":1.1902876351233098},{"$f":"Loadrating($B128,$C128,$D128,$E128,$J128,$K128,$L128)","v":1.1813260864489228},{"$f":"MIN(I128,M128)","v":1.1813260864489228}]
["SU6",1,1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A129,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A129,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A129,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4577873685988343},{"$f":"VLOOKUP($A129,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82813189073017845},{"$f":"H96*12/sbc","v":1.3300764490315502},{"$f":"Loadrating($B129,$C129,$D129,$E129,$F129,$G129,$H129)","v":1.0595086554699282},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L96*12/sbc","v":1.3277602679287512},{"$f":"Loadrating($B129,$C129,$D129,$E129,$J129,$K129,$L129)","v":1.0590148445564245},{"$f":"MIN(I129,M129)","v":1.0590148445564245}]
["SU7",1,1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A130,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A130,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A130,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4594268204500487},{"$f":"VLOOKUP($A130,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82912104150719002},{"$f":"H97*12/sbc","v":1.4478737045596879},{"$f":"Loadrating($B130,$C130,$D130,$E130,$F130,$G130,$H130)","v":0.97149281952403999},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L97*12/sbc","v":1.4474741409553913},{"$f":"Loadrating($B130,$C130,$D130,$E130,$J130,$K130,$L130)","v":0.97142863831796578},{"$f":"MIN(I130,M130)","v":0.97142863831796578}]
["D. Emergency Vehicles"]
["EV2",{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(B$116,$B$7:$D$7,0),FALSE)","v":1},{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(C$116,$B$7:$D$7,0),FALSE)","v":1},{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A132,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A132,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A132,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4471684266119449},{"$f":"VLOOKUP($A132,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82172503302978506},{"$f":"H99*12/sbc","v":1.1108368860358182},{"$f":"Loadrating($B132,$C132,$D132,$E132,$F132,$G132,$H132)","v":1.2839448597738845},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L99*12/sbc","v":1.0984288726126574},{"$f":"Loadrating($B132,$C132,$D132,$E132,$J132,$K132,$L132)","v":1.2801173283111678},{"$f":"MIN(I132,M132)","v":1.2801173283111678}]
["EV3",{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(B$116,$B$7:$D$7,0),FALSE)","v":1},{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(C$116,$B$7:$D$7,0),FALSE)","v":1},{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A133,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A133,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A133,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.457314219795028},{"$f":"VLOOKUP($A133,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82784642000617947},{"$f":"H100*12/sbc","v":1.6856894050566495},{"$f":"Loadrating($B133,$C133,$D133,$E133,$F133,$G133,$H133)","v":0.83644479551442363},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L100*12/sbc","v":1.6821241496062529},{"$f":"Loadrating($B133,$C133,$D133,$E133,$J133,$K133,$L133)","v":0.83591798743148849},{"$f":"MIN(I133,M133)","v":0.83591798743148849}]
["E. AASHTO Legal Vehicles"]
["Type3",{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(B$116,$B$7:$D$7,0),FALSE)","v":1},1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A135,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A135,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A135,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.455935607967666},{"$f":"VLOOKUP($A135,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82701464506919486},{"$f":"H102*12/sbc","v":0.96204999278674985},{"$f":"Loadrating($B135,$C135,$D135,$E135,$F135,$G135,$H135)","v":1.4679034635062016},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L102*12/sbc","v":0.95879273607781912},{"$f":"Loadrating($B135,$C135,$D135,$E135,$J135,$K135,$L135)","v":1.4665503615524236},{"$f":"MIN(I135,M135)","v":1.4665503615524236}]
["Type3S2",1,1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A136,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A136,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A136,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4422354639807642},{"$f":"VLOOKUP($A136,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.81874876762986548},{"$f":"H103*12/sbc","v":1.032717340253152},{"$f":"Loadrating($B136,$C136,$D136,$E136,$F136,$G136,$H136)","v":1.3887270814610881},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L103*12/sbc","v":1.0110774095382493},{"$f":"Loadrating($B136,$C136,$D136,$E136,$J136,$K136,$L136)","v":1.3907123435691491},{"$f":"MIN(I136,M136)","v":1.3887270814610881}]
["Type3_3",1,1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A137,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A137,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A137,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4590883205978378},{"$f":"VLOOKUP($A137,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82891681020171759},{"$f":"H104*12/sbc","v":0.94908190415366178},{"$f":"Loadrating($B137,$C137,$D137,$E137,$F137,$G137,$H137)","v":1.4826345677403912},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L104*12/sbc","v":0.94833580138573315},{"$f":"Loadrating($B137,$C137,$D137,$E137,$J137,$K137,$L137)","v":1.4827214491893133},{"$f":"MIN(I137,M137)","v":1.4826345677403912}]
[]
["Service I","Load factors",null,null,"At Moment critical point",null,"At center",null,"Adopted RF"]
["Vehicle types","ᵞDc","ᵞDw","ᵞLL","RF",null,"RF"]
["F.Permit Loads"]
["PL60T",{"$f":"VLOOKUP($A$139,$B$5:$D$11,MATCH(B$140,$B$7:$D$7,0),FALSE)","v":1},{"$f":"VLOOKUP($A$139,$B$5:$D$11,MATCH(C$140,$B$7:$D$7,0),FALSE)","v":1},1,{"$f":"'Service I'!G20","v":1.5015353969562881},null,{"$f":"'Service I'!D20","v":1.5015353128102682},null,{"$f":"MIN(E142,G142)","v":1.5015353128102682}]
["PL65T",{"$f":"VLOOKUP($A$139,$B$5:$D$11,MATCH(B$140,$B$7:$D$7,0),FALSE)","v":1},{"$f":"VLOOKUP($A$139,$B$5:$D$11,MATCH(C$140,$B$7:$D$7,0),FALSE)","v":1},1,{"$f":"'Service I'!H20","v":1.4425097319386915},null,{"$f":"'Service I'!E20","v":1.4428621157142922},null,{"$f":"MIN(E143,G143)","v":1.4425097319386915}]
["G.Custom Vehicle"]
["Custom_Vehicle_1",{"$f":"VLOOKUP($A$139,$B$5:$D$11,MATCH(B$140,$B$7:$D$7,0),FALSE)","v":1},{"$f":"VLOOKUP($A$139,$B$5:$D$11,MATCH(C$140,$B$7:$D$7,0),FALSE)","v":1},1,{"$f":"'Service I'!I20","v":1.464925139624619},null,{"$f":"'Service I'!F20","v":1.4647479185010088},null,{"$f":"MIN(E145,G145)","v":1.4647479185010088}]
[]
["Rating Factor With Shear"]
[]
["Strength I","Load factors",null,null,"At shear critical point",null,null,null,null,"At Region 2",null,null,null,null,"Adopted RF"]
["Vehicle types","ᵞDc","ᵞDw","ᵞLL","Capacity","Dc","Dw","LL+IM","RF","Capacity","Dc","Dw","LL+IM","RF"]
["A. Design Vehicles "]
["HL93"]
["Inventory",{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$E$8","v":1.75},{"$f":"0.9*VLOOKUP($A153,'Calculation Summary'!$A$141:$C$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A153,'Calculation Summary'!$A$100:$C$127,2,FALSE)","v":53.6271648646835},{"$f":"Loadrating(B153,C153,D153,E153,F153,G153,H153)","v":2.502995623841699},{"$f":"0.9*VLOOKUP($A153,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31772582899259},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A153,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":42.993474055105843},{"$f":"Loadrating(B153,C153,D153,J153,K153,L153,M153)","v":1.946766650639504},{"$f":"MIN(I153,N153)","v":1.946766650639504}]
["Operating",{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$F$8","v":1.35},{"$f":"0.9*VLOOKUP($A154,'Calculation Summary'!$A$141:$C$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A154,'Calculation Summary'!$A$100:$C$127,2,FALSE)","v":53.6271648646835},{"$f":"Loadrating(B154,C154,D154,E154,F154,G154,H154)","v":3.2446239568318322},{"$f":"0.9*VLOOKUP($A154,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31771243788262},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A154,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":42.993474055105843},{"$f":"Loadrating(B154,C154,D154,J154,K154,L154,M154)","v":2.5235861682597776},{"$f":"MIN(I154,N154)","v":2.5235861682597776}]
["HL93_Tandem"]
["Inventory_Tandem",{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$E$8","v":1.75},{"$f":"0.9*VLOOKUP($A156,'Calculation Summary'!$A$141:$C$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A156,'Calculation Summary'!$A$100:$C$127,2,FALSE)","v":44.522026528524968},{"$f":"Loadrating(B156,C156,D156,E156,F156,G156,H156)","v":3.0148798121159373},{"$f":"0.9*VLOOKUP($A156,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31771317093239},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A156,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":33.861730073889262},{"$f":"Loadrating(B156,C156,D156,J156,K156,L156,M156)","v":2.4717654434608223},{"$f":"MIN(I156,N156)","v":2.4717654434608223}]
["Operating_Tandem",{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$F$8","v":1.35},{"$f":"0.9*VLOOKUP($A157,'Calculation Summary'!$A$141:$C$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A157,'Calculation Summary'!$A$100:$C$127,2,FALSE)","v":44.522026528524968},{"$f":"Loadrating(B157,C157,D157,E157,F157,G157,H157)","v":3.9081775342243628},{"$f":"0.9*VLOOKUP($A157,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31770498656351},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A157,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":33.861730073889262},{"$f":"Loadrating(B157,C157,D157,J157,K157,L157,M157)","v":3.2041402106346464},{"$f":"MIN(I157,N157)","v":3.2041402106346464}]
["B. Ohio Legal Vehicles"]
["2F1",{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},1.5,{"$f":"$B$19","v":1.45},{"$f":"0.9*VLOOKUP($A159,'Calculation Summary'!$A$141:$C$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A159,'Calculation Summary'!$A$100:$C$127,2,FALSE)","v":19.843832069913883},{"$f":"Loadrating(B159,C159,D159,E159,F159,G159,H159)","v":8.1637450064825678},{"$f":"0.9*VLOOKUP($A159,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31769470571339},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A159,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":19.880112494993053},{"$f":"Loadrating(B159,C159,D159,J159,K159,L159,M159)","v":5.0812147935986101},{"$f":"MIN(I159,N159)","v":5.0812147935986101}]
["3F1",1.25,1.5,{"$f":"$B$19","v":1.45},{"$f":"0.9*VLOOKUP($A160,'Calculation Summary'!$A$141:$C$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A160,'Calculation Summary'!$A$100:$C$127,2,FALSE)","v":29.524229705230912},{"$f":"Loadrating(B160,C160,D160,E160,F160,G160,H160)","v":5.4870181741451489},{"$f":"0.9*VLOOKUP($A160,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31770327417067},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A160,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":29.579859690352304},{"$f":"Loadrating(B160,C160,D160,J160,K160,L160,M160)","v":3.4149968483518878},{"$f":"MIN(I160,N160)","v":3.4149968483518878}]
["5C1",1.25,1.5,{"$f":"$B$19","v":1.45},{"$f":"0.9*VLOOKUP($A161,'Calculation Summary'!$A$141:$C$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A161,'Calculation Summary'!$A$100:$C$127,2,FALSE)","v":34.660679649826186},{"$f":"Loadrating(B161,C161,D161,E161,F161,G161,H161)","v":4.6738836804964521},{"$f":"0.9*VLOOKUP($A161,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31770782359612},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A161,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":34.757427450037305},{"$f":"Loadrating(B161,C161,D161,J161,K161,L161,M161)","v":2.9062890485777459},{"$f":"MIN(I161,N161)","v":2.9062890485777459}]
["C. Specialized Hauling Vehicles"]
["SU4",{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},1.5,{"$f":"$B$27","v":1.45},{"$f":"0.9*VLOOKUP($A163,'Calculation Summary'!$A$141:$C$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A163,'Calculation Summary'!$A$100:$C$127,2,FALSE)","v":33.883810418614871},{"$f":"Loadrating(B163,C163,D163,E163,F163,G163,H163)","v":4.781043895855337},{"$f":"0.9*VLOOKUP($A163,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31770711445509},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A163,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":33.949115183757364},{"$f":"Loadrating(B163,C163,D163,J163,K163,L163,M163)","v":2.9754863924714572},{"$f":"MIN(I163,N163)","v":2.9754863924714572}]
["SU5",1.25,1.5,{"$f":"$B$27","v":1.45},{"$f":"0.9*VLOOKUP($A164,'Calculation Summary'!$A$141:$C$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A164,'Calculation Summary'!$A$100:$C$127,2,FALSE)","v":37.893850692526421},{"$f":"Loadrating(B164,C164,D164,E164,F164,G164,H164)","v":4.2750995744591451},{"$f":"0.9*VLOOKUP($A164,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.3177106369622},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A164,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":37.968830237690028},{"$f":"Loadrating(B164,C164,D164,J164,K164,L164,M164)","v":2.6604752388383575},{"$f":"MIN(I164,N164)","v":2.6604752388383575}]
["SU6",1.25,1.5,{"$f":"$B$27","v":1.45},{"$f":"0.9*VLOOKUP($A165,'Calculation Summary'!$A$141:$C$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A165,'Calculation Summary'!$A$100:$C$127,2,FALSE)","v":40.560949575967221},{"$f":"Loadrating(B165,C165,D165,E165,F165,G165,H165)","v":3.9939889638635266},{"$f":"0.9*VLOOKUP($A165,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31771297652594},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A165,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":40.644999227400625},{"$f":"Loadrating(B165,C165,D165,J165,K165,L165,M165)","v":2.4853028965104467},{"$f":"MIN(I165,N165)","v":2.4853028965104467}]
["SU7",1.25,1.5,{"$f":"$B$27","v":1.45},{"$f":"0.9*VLOOKUP($A166,'Calculation Summary'!$A$141:$C$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A166,'Calculation Summary'!$A$100:$C$127,2,FALSE)","v":43.107289259588079},{"$f":"Loadrating(B166,C166,D166,E166,F166,G166,H166)","v":3.7580647670673346},{"$f":"0.9*VLOOKUP($A166,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31771520689634},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A166,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":43.201013691042604},{"$f":"Loadrating(B166,C166,D166,J166,K166,L166,M166)","v":2.3382584623854519},{"$f":"MIN(I166,N166)","v":2.3382584623854519}]
["D. Emergency Vehicles"]
["EV2",{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"MAIN!B149","v":1.3},{"$f":"0.9*VLOOKUP($A168,'Calculation Summary'!$A$141:$C$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A168,'Calculation Summary'!$A$100:$C$127,2,FALSE)","v":36.195283113860313},{"$f":"Loadrating(B168,C168,D168,E168,F168,G168,H168)","v":4.9921502301815037},{"$f":"0.9*VLOOKUP($A168,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31770585377933},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A168,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":36.264820595262044},{"$f":"Loadrating(B168,C168,D168,J168,K168,L168,M168)","v":3.1068875952035548},{"$f":"MIN(I168,N168)","v":3.1068875952035548}]
["EV3",{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"MAIN!B150","v":1.1000000000000001},{"$f":"0.9*VLOOKUP($A169,'Calculation Summary'!$A$141:$C$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A169,'Calculation Summary'!$A$100:$C$127,2,FALSE)","v":53.681531238589415},{"$f":"Loadrating(B169,C169,D169,E169,F169,G169,H169)","v":3.9780056530873829},{"$f":"0.9*VLOOKUP($A169,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31771311435699},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A169,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":53.785535123816366},{"$f":"Loadrating(B169,C169,D169,J169,K169,L169,M169)","v":2.4756900386964684},{"$f":"MIN(I169,N169)","v":2.4756900386964684}]
["E. AASHTO Legal Vehicles"]
["Type3",{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},1.5,{"$f":"$B$19","v":1.45},{"$f":"0.9*VLOOKUP($A171,'Calculation Summary'!$A$141:$C$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A171,'Calculation Summary'!$A$100:$C$127,2,FALSE)","v":30.830168963241878},{"$f":"Loadrating(B171,C171,D171,E171,F171,G171,H171)","v":5.2545928361076149},{"$f":"0.9*VLOOKUP($A171,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31770442751437},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A171,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":30.89063633837382},{"$f":"Loadrating(B171,C171,D171,J171,K171,L171,M171)","v":3.2700889455996025},{"$f":"MIN(I171,N171)","v":3.2700889455996025}]
["Type3S2",1.25,1.5,{"$f":"$B$19","v":1.45},{"$f":"0.9*VLOOKUP($A172,'Calculation Summary'!$A$141:$C$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A172,'Calculation Summary'!$A$100:$C$127,2,FALSE)","v":35.60974436092939},{"$f":"Loadrating(B172,C172,D172,E172,F172,G172,H172)","v":4.549316145835145},{"$f":"0.9*VLOOKUP($A172,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31770864721969},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A172,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":35.696817381119395},{"$f":"Loadrating(B172,C172,D172,J172,K172,L172,M172)","v":2.8298077737379379},{"$f":"MIN(I172,N172)","v":2.8298077737379379}]
["Type3_3",1.25,1.5,{"$f":"$B$19","v":1.45},{"$f":"0.9*VLOOKUP($A173,'Calculation Summary'!$A$141:$C$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A173,'Calculation Summary'!$A$100:$C$127,2,FALSE)","v":34.944681256897518},{"$f":"Loadrating(B173,C173,D173,E173,F173,G173,H173)","v":4.6358982009103862},{"$f":"0.9*VLOOKUP($A173,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31770807265676},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A173,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":35.04142905710863},{"$f":"Loadrating(B173,C173,D173,J173,K173,L173,M173)","v":2.8827343417391993},{"$f":"MIN(I173,N173)","v":2.8827343417391993}]
[]
[]
["Strength II","Load factors",null,null,"At shear critical point",null,null,null,null,"At Region 2",null,null,null,null,"Adopted RF"]
["Vehicle types","ᵞDc","ᵞDw","ᵞLL","Capacity","Dc","Dw","LL+IM","RF","Capacity","Dc","Dw","LL+IM","RF"]
["E.Permit Loads"]
["PL60T",{"$f":"VLOOKUP($A$176,$B$5:$D$11,MATCH(B$107,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$176,$B$5:$D$11,MATCH(C$107,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$G$74","v":1.4},{"$f":"0.9*VLOOKUP($A179,'Calculation Summary'!$A$141:$C$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A179,'Calculation Summary'!$A$100:$C$127,2,FALSE)","v":34.418119680217345},{"$f":"Loadrating(B179,C179,D179,E179,F179,G179,H179)","v":4.8749234495693301},{"$f":"0.9*VLOOKUP($A179,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31770656644574},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A179,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":34.51495840881212},{"$f":"Loadrating(B179,C179,D179,J179,K179,L179,M179)","v":3.031231034928465},{"$f":"MIN(I179,N179)","v":3.031231034928465}]
["PL65T",{"$f":"VLOOKUP($A$176,$B$5:$D$11,MATCH(B$107,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$176,$B$5:$D$11,MATCH(C$107,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$G$75","v":1.35},{"$f":"0.9*VLOOKUP($A180,'Calculation Summary'!$A$141:$C$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A180,'Calculation Summary'!$A$100:$C$127,2,FALSE)","v":45.545440739088257},{"$f":"Loadrating(B180,C180,D180,E180,F180,G180,H180)","v":3.8203600850785304},{"$f":"0.9*VLOOKUP($A180,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31771460818373},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A180,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":45.663647637842416},{"$f":"Loadrating(B180,C180,D180,J180,K180,L180,M180)","v":2.3760199561591051},{"$f":"MIN(I180,N180)","v":2.3760199561591051}]
["F.Custom Vehicle "]
["Custom_Vehicle_1",{"$f":"VLOOKUP($A$176,$B$5:$D$11,MATCH(B$107,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$176,$B$5:$D$11,MATCH(C$107,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",$G$76)","v":1.1000000000000001},{"$f":"0.9*VLOOKUP($A182,'Calculation Summary'!$A$141:$C$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A182,'Calculation Summary'!$A$100:$C$127,2,FALSE)","v":45.555240163164385},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",Loadrating(B182,C182,D182,E182,F182,G182,H182))","v":4.6876151671826074},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",0.9*VLOOKUP($A182,'Calculation Summary'!$A$141:$E$171,4,FALSE))","v":195.31770776172212},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A182,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":45.72361726697234},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",Loadrating(B182,C182,D182,J182,K182,L182,M182))","v":2.9121997913787685},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",MIN(I182,N182))","v":2.9121997913787685}]
[]
[]
["Summary"]
["Vehicle types","Flexure",null,null,null,"Shear",null,"Adopted Rating Factor","Criteria","Limit State"]
[null,"Strength I","Strength II","Service I ","Service III","Strength I","Strength II"]
["A. Design Vehicle"]
[" HL93"]
["Inventory",{"$f":"IF(VLOOKUP($A$188,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N84,\"-\")","v":1.0725401694861445},"-","-",{"$f":"IF(VLOOKUP($A$188,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N119,\"-\")","v":1.0531964916919212},{"$f":"O153","v":1.946766650639504},"-",{"$f":"MIN(B190:G190)","v":1.0531964916919212},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H190,B190:G190,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H190,B190:G190,0))","v":"Service III"}]
["Operating",{"$f":"IF(VLOOKUP($A$188,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N85,\"-\")","v":1.3903298493338911},"-","-","-",{"$f":"O154","v":2.5235861682597776},"-",{"$f":"MIN(B191:G191)","v":1.3903298493338911},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H191,B191:G191,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H191,B191:G191,0))","v":"Strength I"}]
["HL93_Tandem"]
["Inventory_Tandem",{"$f":"IF(VLOOKUP($A$188,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N87,\"-\")","v":1.2085909837719437},"-","-",{"$f":"IF(VLOOKUP($A$188,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N121,\"-\")","v":1.1867935767934354},{"$f":"O156","v":2.4717654434608223},"-",{"$f":"MIN(B193:G193)","v":1.1867935767934354},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H193,B193:G193,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H193,B193:G193,0))","v":"Service III"}]
["Operating_Tandem",{"$f":"IF(VLOOKUP($A$188,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N88,\"-\")","v":1.5666920160006674},"-","-","-",3.2041402106346464,"-",{"$f":"MIN(B194:G194)","v":1.5666920160006674},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H194,B194:G194,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H194,B194:G194,0))","v":"Strength I"}]
["B. Ohio Legal Vehicles"]
["2F1",{"$f":"IF(VLOOKUP($A$195,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N90,\"-\")","v":3.392867922166166},"-","-",{"$f":"IF(VLOOKUP($A$195,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N123,\"-\")","v":"-"},5.0812147935986101,"-",{"$f":"MIN(B196:G196)","v":3.392867922166166},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H196,B196:G196,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H196,B196:G196,0))","v":"Strength I"}]
["3F1",{"$f":"IF(VLOOKUP($A$195,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N91,\"-\")","v":2.2717679448599681},"-","-",{"$f":"IF(VLOOKUP($A$195,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N124,\"-\")","v":"-"},3.4149968483518878,"-",{"$f":"MIN(B197:G197)","v":2.2717679448599681},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H197,B197:G197,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H197,B197:G197,0))","v":"Strength I"}]
["5C1",{"$f":"IF(VLOOKUP($A$195,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N92,\"-\")","v":2.3140220371409868},"-","-",{"$f":"IF(VLOOKUP($A$195,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N125,\"-\")","v":"-"},2.9062890485777459,"-",{"$f":"MIN(B198:G198)","v":2.3140220371409868},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H198,B198:G198,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H198,B198:G198,0))","v":"Strength I"}]
["C. Specialized Hauling Vehicles"]
["SU4",{"$f":"IF(VLOOKUP($A$199,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N94,\"-\")","v":1.9956894165473174},"-","-",{"$f":"IF(VLOOKUP($A$199,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N127,\"-\")","v":"-"},2.9754863924714572,"-",{"$f":"MIN(B200:G200)","v":1.9956894165473174},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H200,B200:G200,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H200,B200:G200,0))","v":"Strength I"}]
["SU5",{"$f":"IF(VLOOKUP($A$199,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N95,\"-\")","v":1.813050360993115},"-","-",{"$f":"IF(VLOOKUP($A$199,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N128,\"-\")","v":"-"},2.6604752388383575,"-",{"$f":"MIN(B201:G201)","v":1.813050360993115},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H201,B201:G201,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H201,B201:G201,0))","v":"Strength I"}]
["SU6",{"$f":"IF(VLOOKUP($A$199,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N96,\"-\")","v":1.6263295805001985},"-","-",{"$f":"IF(VLOOKUP($A$199,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N129,\"-\")","v":"-"},2.4853028965104467,"-",{"$f":"MIN(B202:G202)","v":1.6263295805001985},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H202,B202:G202,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H202,B202:G202,0))","v":"Strength I"}]
["SU7",{"$f":"IF(VLOOKUP($A$199,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N97,\"-\")","v":1.49233015970253},"-","-",{"$f":"IF(VLOOKUP($A$199,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N130,\"-\")","v":"-"},2.3382584623854519,"-",{"$f":"MIN(B203:G203)","v":1.49233015970253},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H203,B203:G203,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H203,B203:G203,0))","v":"Strength I"}]
["D. Emergency Vehicles"]
["EV2",{"$f":"IF(VLOOKUP($A$204,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N99,\"-\")","v":2.1878483930461687},"-","-",{"$f":"IF(VLOOKUP($A$204,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N132,\"-\")","v":"-"},3.1068875952035548,"-",{"$f":"MIN(B205:G205)","v":2.1878483930461687},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H205,B205:G205,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H205,B205:G205,0))","v":"Strength I"}]
["EV3",{"$f":"IF(VLOOKUP($A$204,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N100,\"-\")","v":1.6920925467819712},"-","-",{"$f":"IF(VLOOKUP($A$204,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N133,\"-\")","v":"-"},2.4756900386964684,"-",{"$f":"MIN(B206:G206)","v":1.6920925467819712},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H206,B206:G206,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H206,B206:G206,0))","v":"Strength I"}]
["E. AASHTO Legal Vehicles"]
["Type3",{"$f":"IF(VLOOKUP($A$207,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N102,\"-\")","v":2.2513334726188603},"-","-",{"$f":"IF(VLOOKUP($A$207,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N135,\"-\")","v":"-"},3.2700889455996025,"-",{"$f":"MIN(B208:G208)","v":2.2513334726188603},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H208,B208:G208,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H208,B208:G208,0))","v":"Strength I"}]
["Type3S2",{"$f":"IF(VLOOKUP($A$207,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N103,\"-\")","v":2.1169983235206509},"-","-",{"$f":"IF(VLOOKUP($A$207,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N136,\"-\")","v":"-"},2.8298077737379379,"-",{"$f":"MIN(B209:G209)","v":2.1169983235206509},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H209,B209:G209,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H209,B209:G209,0))","v":"Strength I"}]
["Type3_3",{"$f":"IF(VLOOKUP($A$207,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N104,\"-\")","v":2.2771572967738822},"-","-",{"$f":"IF(VLOOKUP($A$207,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N137,\"-\")","v":"-"},2.8827343417391993,"-",{"$f":"MIN(B210:G210)","v":2.2771572967738822},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H210,B210:G210,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H210,B210:G210,0))","v":"Strength I"}]
["F. Permit Vehicles"]
["PL60T","-",{"$f":"IF(VLOOKUP($A$211,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N109,\"-\")","v":2.3903276639441149},{"$f":"IF(VLOOKUP($A$211,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",I142,\"-\")","v":"-"},{"$f":"IF(VLOOKUP($A$207,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",I139,\"-\")","v":"-"},{"$f":"O179","v":3.031231034928465},{"$f":"I179","v":4.8749234495693301},{"$f":"MIN(B212:G212)","v":2.3903276639441149},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H212,B212:G212,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H212,B212:G212,0))","v":"Strength II"}]
["PL65T","-",{"$f":"IF(VLOOKUP($A$211,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N110,\"-\")","v":1.8487772129059497},{"$f":"IF(VLOOKUP($A$211,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",I143,\"-\")","v":"-"},"-",{"$f":"O180","v":2.3760199561591051},{"$f":"I180","v":3.8203600850785304},{"$f":"MIN(B213:G213)","v":1.8487772129059497},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H213,B213:G213,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H213,B213:G213,0))","v":"Strength II"}]
["G. Custom Vehicle"]
["Custom_Vehicle_1","-",{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",IF(VLOOKUP($A$214,MAIN!$A$130:$D$136,3,FALSE) = \"YES\",N112,\"-\"))","v":2.5360960157715269},{"$f":"IF(VLOOKUP($A$211,MAIN!$A$130:$D$136,4,FALSE) = \"YES\",I145,\"-\")","v":"-"},"-",{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",O182)","v":2.9121997913787685},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",I182)","v":4.6876151671826074},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",MIN(B215:G215))","v":2.5360960157715269},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",INDEX($B$186:$G$187,1,IF(MATCH(H215,B215:G215,0)<=4,1,5)))","v":"Flexure"},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",INDEX($B$186:$G$187,2,MATCH(H215,B215:G215,0)))","v":"Strength II"}]

{"sheet":"Load Rating Exterior Beam","index":8,"n_rows":215,"n_cols":15,"rows_kept":215,"cut":false,"hidden":true,"merged":[[29,5,30,7],[31,5,33,5],[31,6,33,6],[31,7,33,7],[0,0,0,6],[4,0,6,0],[4,1,6,1],[4,2,5,2],[4,3,5,3],[4,4,4,5],[4,6,5,6],[24,2,24,3],[25,2,25,3],[34,0,41,0],[34,1,36,1],[34,2,36,2],[4,7,5,7],[7,0,10,0],[14,2,14,3],[15,2,15,3],[16,2,16,3],[17,2,17,3],[18,2,18,3],[22,2,22,3],[23,2,23,3],[34,3,36,3],[37,1,41,1],[37,2,41,2],[37,3,41,3],[37,4,41,4],[37,5,41,7],[26,2,26,3],[29,0,33,0],[29,1,33,1],[29,2,33,2],[29,3,33,3],[29,4,33,4],[42,5,42,7],[43,0,53,0],[43,1,45,1],[43,2,45,2],[43,3,45,3],[43,4,45,4],[43,5,45,7],[46,1,49,1],[46,2,49,2],[46,3,49,3],[46,4,49,4],[46,5,49,7],[50,1,53,1],[50,2,53,2],[50,3,53,3],[50,4,53,4],[50,5,53,7],[56,0,57,0],[56,1,57,6],[58,0,59,0],[58,1,59,6],[60,1,60,6],[72,3,72,4],[73,1,73,2],[73,3,73,4],[62,0,62,2],[63,1,63,3],[64,1,64,3],[65,1,65,3],[66,1,66,3],[71,0,72,0],[71,1,71,2],[71,3,71,4],[71,5,72,5],[72,1,72,2],[62,5,62,7],[63,6,63,8],[64,6,64,8],[65,6,65,8],[66,6,66,8],[185,5,185,6],[148,1,148,3],[148,4,148,8],[185,1,185,4],[185,7,186,7],[185,8,186,8],[185,9,186,9],[185,0,186,0],[148,9,148,13],[175,9,175,13],[184,0,184,9],[175,1,175,3],[175,4,175,8],[114,4,114,8],[114,9,114,12],[105,1,105,3],[105,4,105,8],[105,9,105,12],[138,1,138,3],[138,8,139,8],[138,4,138,5],[139,4,139,5],[138,6,138,7],[139,6,139,7],[141,4,141,5],[142,4,142,5],[144,4,144,5],[141,6,141,7],[142,6,142,7],[175,14,176,14],[71,8,72,8],[71,9,71,10],[71,11,71,12],[105,13,106,13],[114,13,115,13],[79,13,80,13],[144,6,144,7],[148,14,149,14],[146,0,146,14],[77,0,77,14],[74,1,74,2],[75,1,75,2],[75,3,75,4],[74,3,74,4],[79,1,79,3],[79,4,79,8],[79,9,79,12],[114,1,114,3]]}
["Load Rating for Exterior Beams"]
[]
["Limit States and Load Factors for Load Rating"]
[]
["Bridge Type","Limit State","Dead Load","Dead Load","Design Load",null,"Legal Load","Permit Load"]
[null,null,null,null,"Inventory","Operating"]
[null,null,"ᵞDc","ᵞDw","ᵞLL","ᵞLL","ᵞLL","ᵞLL"]
["Prestressed Concrete","Strength I",1.25,1.5,1.75,1.35,"Tables 6A.4.4.2.3a-1 \nand 6A.4,4.2.3b-1","-"]
[null,"Strength II",1.25,1.5,"-","-","-","Table 6A.4.5.4.2a-1"]
[null,"Service III",1,1,0.8,"-",1,"-"]
[null,"Service I",1,1,"-","-","-",1]
[]
[]
["Live load factors for routine commercial traffic according to AASHTO LRFD Table 6A.4.4.2.3a-1"]
["Traffic Volume (One direction) ADTT","Load Factor","Remark"]
["Unknown",1.45]
[5000,1.45,"ADTT >= 5,000"]
[1000,1.3,"ADTT <= 1,000"]
[{"$f":"MAIN!$B$145","v":8000},{"$f":"IF($A$19=$A$16,$B$16,IF($A$19<$A$18,$B$18,IF($A$19>$A$17,$B$16,FORECAST($A$19,$B$17:$B$18,$A$17:$A$18))))","v":1.45}]
[]
[]
["Live load factors for special hauling vehicles according to AASHTO LRFD Table 6A.4.4.2.3b-1"]
["Traffic Volume (One direction) ADTT","Load Factor","Remark"]
["Unknown",1.45]
[5000,1.45,"ADTT >= 5,000"]
[1000,1.3,"ADTT <= 1,000"]
[{"$f":"MAIN!$B$145","v":8000},{"$f":"IF($A$27=$A$24,$B$24,IF($A$27<$A$26,$B$26,IF($A$27>$A$25,$B$24,FORECAST($A$27,$B$25:$B$26,$A$25:$A$26))))","v":1.45}]
[]
["Table 6A.4.5.4.2a-1 Permit Load Factors: γL"]
["Permit Type","Frequency ","Loading Condition","Dfa","ADTT (one direction)","Load Factor by Permit Weight Ratiob"]
[]
[null,null,null,null,null,"GVW / AL < 2.0 (kip/ft)","2.0 < GVW / AL < 3.0 (kip/ft)","GVW / AL > 3.0 (kip/ft)"]
[]
[]
["Routine or Annual","Unlimited Crossings","Mix with traffic (other vehicles may be on the bridge)","Two or more Lanes","> 5000",1.4,1.35,1.3]
[null,null,null,null,"=1000",1.35,1.25,1.2]
[null,null,null,null,"<1000",1.3,1.2,1.1499999999999999]
[null,"Unlimited Crossings (Reinforced Concrete Box Culverts)c","Mix with traffic (other vehicles may be on the bridge)","One lane","All ADTTs",1.4]
[]
[]
[]
[]
[null,null,null,null,null,"All Weights"]
["Special or Limited Crossing","Single-Trip","Escorted with no other vehicles on the bridge","One lane","N/A",1.1000000000000001]
[]
[]
[null,"Single-Trip","Mix with traffic (other vehicles may be on the bridge)","One lane","All ADTTs",1.2]
[]
[]
[]
[null,"Multiple Trips (less than 100 crossings)","Mix with traffic (other vehicles may be on the bridge)","One lane","All ADTTs",1.4]
[]
[]
[]
[]
["Notes:"]
["a","DF= LRFD distribution factor. When one-lane distribution factor is used, the built-in multiple presence factor should be divided out."]
[]
["b","Permit Weight Ratio= GVW / AL; GVW= Gross Vehicle Weight; AL= Front axle to rear axle length; Use only axles on the bridge."]
[]
["c","Refer to Article 6A.5.12."]
[]
["Permit Load Condition",null,null,null,null,"Custom Vehicle Load Condition"]
["Permit Type:",{"$f":"MAIN!B153","v":"Routine or Annual"},null,null,null,"Permit Type:",{"$f":"MAIN!B204","v":"Special or Limited crossing"}]
["Frequency:",{"$f":"MAIN!B154","v":"Unlimited crossings"},null,null,null,"Frequency:",{"$f":"MAIN!B205","v":"Single trip"}]
["Loading Condition:",{"$f":"MAIN!B155","v":"Mixed with traffic"},null,null,null,"Loading Condition:",{"$f":"MAIN!B206","v":"Escorted with no other vehicle on the bridge"}]
["DF using:",{"$f":"MAIN!B156","v":"Two or more lanes"},null,null,null,"DF using:",{"$f":"MAIN!B207","v":"One lane"}]
[]
["ADTT",{"$f":"MAIN!B145","v":8000}]
[]
["Live load factors for permit vehicles according to AASHTO MBE Table 6A.4.5.4.2a-1",null,null,null,null,null,null,null,"Adopted Live Load Distribution Factor for "]
["Permit vehicle types","Gross vehicle weight",null,"Axle length",null,"GVW / AL","Load factor",null,null,"Permit Vehicles",null,"Custom Vehicle"]
[null,"GVW (kip)",null,"AL (ft)",null,null,"ᵞLL",null,null,"Interior beam","Exterior beam","Interior beam","Exterior beam"]
["PL60T",119.5,null,65.082999999999998,null,{"$f":"B74/D74","v":1.8361169583454973},{"$f":"Live_Load_Factors_PL(B64,B65,B66,B67,B69,F74)","v":1.4},null,"DFM",{"$f":"IF($B$67=\"One lane\",(DFM_Int_One_lane*DFM_CF_Skew)/1.2,DFM)","v":0.2938735208418185},{"$f":"IF($B$67=\"One lane\",(DFM_Ext_One_lane*DFM_CF_Skew)/1.2,DFM_ext)","v":0.30832230228320795},{"$f":"IF($G$67=\"One lane\",(DFM_Int_One_lane*DFM_CF_Skew)/1.2,DFM)","v":0.162817222845832},{"$f":"IF($G$67=\"One lane\",(DFM_Ext_One_lane*DFM_CF_Skew)/1.2,DFM_ext)","v":0.18441311837607777}]
["PL65T",130,null,48,null,{"$f":"B75/D75","v":2.7083333333333335},{"$f":"Live_Load_Factors_PL(B64,B65,B66,B67,B69,F75)","v":1.35},null,"DFV",{"$f":"IF($B$67=\"One lane\",(DFV_Int_one_lane*DFV_RF_Skew)/1.2,DFV)","v":0.53794405040983428},{"$f":"IF($B$67=\"One lane\",(DFV_Ext_One_lane*DFV_RF_Skew)/1.2,DFV_ext)","v":0.66493664112778472},{"$f":"IF($G$67=\"One lane\",(DFV_Int_one_lane*DFV_RF_Skew)/1.2,DFV)","v":0.43690380359902786},{"$f":"IF($G$67=\"One lane\",(DFV_Ext_One_lane*DFV_RF_Skew)/1.2,DFV_ext)","v":0.55113594391502374}]
["Custom vehicle 1",{"$f":"Vehicles!$O$40","v":365},null,{"$f":"Vehicles!$AI$39","v":126.25},null,{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",B76/D76)","v":2.891089108910891},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",Live_Load_Factors_PL(G64,G65,G66,G67,B69,F76))","v":1.1000000000000001}]
[]
["Rating Factor With Flexure"]
[]
["Strength I","Load factors",null,null,"At moment critical point",null,null,null,null,"At center",null,null,null,"Adopted RF"]
["Vehicle types","ᵞDc","ᵞDw","ᵞLL","Capacity","Dc ","Dw","LL+IM","RF","Dc","Dw","LL+IM","RF"]
["A. Design Vehicles"]
["HL93"]
["Inventory",{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$E$8","v":1.75},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A84,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":393.81236617476844},{"$f":"VLOOKUP($A84,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":223.58791059027774},{"$f":"VLOOKUP($A84,'Calculation Summary'!$A$65:$H$92, 4 + MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":476.39109317592124},{"$f":"Loadrating($B84,$C84,$D84,$E84,$F84,$G84,$H84)","v":1.0230528906581937},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A84,'Calculation Summary'!$A$65:$H$92,4+MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":474.47410776060588},{"$f":"Loadrating($B84,$C84,$D84,$E84,$J84,$K84,$L84)","v":1.0222781599550226},{"$f":"MIN(I84,M84)","v":1.0222781599550226}]
["Operating",{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$F$8","v":1.35},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A85,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":393.81236617476844},{"$f":"VLOOKUP($A85,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":223.58791059027774},{"$f":"VLOOKUP($A85,'Calculation Summary'!$A$65:$H$92, 4 + MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":476.39109317592124},{"$f":"Loadrating($B85,$C85,$D85,$E85,$F85,$G85,$H85)","v":1.3261796730754363},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A85,'Calculation Summary'!$A$65:$H$92,4+MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":474.47410776060588},{"$f":"Loadrating($B85,$C85,$D85,$E85,$J85,$K85,$L85)","v":1.3251753925342884},{"$f":"MIN(I85,M85)","v":1.3251753925342884}]
["HL93_Tandem"]
["Inventory_Tandem",{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$E$8","v":1.75},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A87,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":395.35634765624997},{"$f":"VLOOKUP($A87,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.51913281249998},{"$f":"VLOOKUP($A87,'Calculation Summary'!$A$65:$H$92, 4 + MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":421.27703090660458},{"$f":"Loadrating($B87,$C87,$D87,$E87,$F87,$G87,$H87)","v":1.1523824347155918},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A87,'Calculation Summary'!$A$65:$H$92,4+MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":421.0626645303301},{"$f":"Loadrating($B87,$C87,$D87,$E87,$J87,$K87,$L87)","v":1.1519532807993107},{"$f":"MIN(I87,M87)","v":1.1519532807993107}]
["Operating_Tandem",{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$F$8","v":1.35},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A88,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":395.35634765624997},{"$f":"VLOOKUP($A88,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.51913281249998},{"$f":"VLOOKUP($A88,'Calculation Summary'!$A$65:$H$92, 4 + MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":421.27703090660458},{"$f":"Loadrating($B88,$C88,$D88,$E88,$F88,$G88,$H88)","v":1.4938290820387299},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A88,'Calculation Summary'!$A$65:$H$92,4+MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":421.0626645303301},{"$f":"Loadrating($B88,$C88,$D88,$E88,$J88,$K88,$L88)","v":1.4932727714065139},{"$f":"MIN(I88,M88)","v":1.4932727714065139}]
["B. Ohio Legal Vehicles"]
["2F1",{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},1.5,{"$f":"$B$19","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A90,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":394.73875506365738},{"$f":"VLOOKUP($A90,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.14664392361109},{"$f":"VLOOKUP($A90,'Calculation Summary'!$A$65:$H$92, 4 + MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":181.46451297868759},{"$f":"Loadrating($B90,$C90,$D90,$E90,$F90,$G90,$H90)","v":3.2338693459884031},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A90,'Calculation Summary'!$A$65:$H$92,4+MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":180.94279712367913},{"$f":"Loadrating($B90,$C90,$D90,$E90,$J90,$K90,$L90)","v":3.2352686335391945},{"$f":"MIN(I90,M90)","v":3.2338693459884031}]
["3F1",1.25,1.5,{"$f":"$B$19","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A91,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":395.59276069972827},{"$f":"VLOOKUP($A91,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.66172071420129},{"$f":"VLOOKUP($A91,'Calculation Summary'!$A$65:$H$92, 4 + MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":270.42976890453832},{"$f":"Loadrating($B91,$C91,$D91,$E91,$F91,$G91,$H91)","v":2.1653070165464352},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A91,'Calculation Summary'!$A$65:$H$92,4+MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":270.33776544767244},{"$f":"Loadrating($B91,$C91,$D91,$E91,$J91,$K91,$L91)","v":2.1654338787245653},{"$f":"MIN(I91,M91)","v":2.1653070165464352}]
["5C1",1.25,1.5,{"$f":"$B$19","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A92,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":385.62052514648434},{"$f":"VLOOKUP($A92,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":218.64716194921874},{"$f":"VLOOKUP($A92,'Calculation Summary'!$A$65:$H$92, 4 + MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":268.36967064203128},{"$f":"Loadrating($B92,$C92,$D92,$E92,$F92,$G92,$H92)","v":2.2371461975791624},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A92,'Calculation Summary'!$A$65:$H$92,4+MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":265.41694150323247},{"$f":"Loadrating($B92,$C92,$D92,$E92,$J92,$K92,$L92)","v":2.2055809726522506},{"$f":"MIN(I92,M92)","v":2.2055809726522506}]
["C. Specialized Hauling Vehicles"]
["SU4",{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},1.5,{"$f":"$B$27","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A94,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":395.18479415830757},{"$f":"VLOOKUP($A94,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.41566367669751},{"$f":"VLOOKUP($A94,'Calculation Summary'!$A$65:$H$92, 4 + MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":308.15903464065735},{"$f":"Loadrating($B94,$C94,$D94,$E94,$F94,$G94,$H94)","v":1.9021662429362829},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A94,'Calculation Summary'!$A$65:$H$92,4+MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":307.65401369300912},{"$f":"Loadrating($B94,$C94,$D94,$E94,$J94,$K94,$L94)","v":1.9027821186926617},{"$f":"MIN(I94,M94)","v":1.9021662429362829}]
["SU5",1.25,1.5,{"$f":"$B$27","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A95,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":394.35862393096386},{"$f":"VLOOKUP($A95,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":223.91737526827521},{"$f":"VLOOKUP($A95,'Calculation Summary'!$A$65:$H$92, 4 + MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":339.91210891723262},{"$f":"Loadrating($B95,$C95,$D95,$E95,$F95,$G95,$H95)","v":1.7280861264430005},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A95,'Calculation Summary'!$A$65:$H$92,4+MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":338.40916334575911},{"$f":"Loadrating($B95,$C95,$D95,$E95,$J95,$K95,$L95)","v":1.729854328444919},{"$f":"MIN(I95,M95)","v":1.7280861264430005}]
["SU6",1.25,1.5,{"$f":"$B$27","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A96,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":395.17798387245682},{"$f":"VLOOKUP($A96,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.41155618603139},{"$f":"VLOOKUP($A96,'Calculation Summary'!$A$65:$H$92, 4 + MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":378.15234319899088},{"$f":"Loadrating($B96,$C96,$D96,$E96,$F96,$G96,$H96)","v":1.5501155652106737},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A96,'Calculation Summary'!$A$65:$H$92,4+MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":377.49383269612889},{"$f":"Loadrating($B96,$C96,$D96,$E96,$J96,$K96,$L96)","v":1.5507499866105448},{"$f":"MIN(I96,M96)","v":1.5501155652106737}]
["SU7",1.25,1.5,{"$f":"$B$27","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A97,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":395.62240731632625},{"$f":"VLOOKUP($A97,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.67960149095993},{"$f":"VLOOKUP($A97,'Calculation Summary'!$A$65:$H$92, 4 + MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":411.64313106521439},{"$f":"Loadrating($B97,$C97,$D97,$E97,$F97,$G97,$H97)","v":1.4223957042438728},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A97,'Calculation Summary'!$A$65:$H$92,4+MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":411.5295316451722},{"$f":"Loadrating($B97,$C97,$D97,$E97,$J97,$K97,$L97)","v":1.4224946473679212},{"$f":"MIN(I97,M97)","v":1.4223957042438728}]
["D. Emergency Vehicles"]
["EV2",{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"MAIN!B149","v":1.3},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A99,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":392.29939566349634},{"$f":"VLOOKUP($A99,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":222.67539202800094},{"$f":"VLOOKUP($A99,'Calculation Summary'!$A$65:$H$92, 4 + MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":315.82062194407803},{"$f":"Loadrating($B99,$C99,$D99,$E99,$F99,$G99,$H99)","v":2.0853201522282783},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A99,'Calculation Summary'!$A$65:$H$92,4+MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":312.29291543229886},{"$f":"Loadrating($B99,$C99,$D99,$E99,$J99,$K99,$L99)","v":2.0908080553985502},{"$f":"MIN(I99,M99)","v":2.0853201522282783}]
["EV3",{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"MAIN!B150","v":1.1000000000000001},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A100,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":395.04972245343765},{"$f":"VLOOKUP($A100,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.33419782061247},{"$f":"VLOOKUP($A100,'Calculation Summary'!$A$65:$H$92, 4 + MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":479.25621034190965},{"$f":"Loadrating($B100,$C100,$D100,$E100,$F100,$G100,$H100)","v":1.6127967086087096},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A100,'Calculation Summary'!$A$65:$H$92,4+MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":478.24257710026245},{"$f":"Loadrating($B100,$C100,$D100,$E100,$J100,$K100,$L100)","v":1.6135362467865502},{"$f":"MIN(I100,M100)","v":1.6127967086087096}]
["E. AASHTO Legal Vehicles"]
["Type3",{"$f":"VLOOKUP($A$80,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},1.5,{"$f":"$B$19","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A102,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":394.67600765624996},{"$f":"VLOOKUP($A102,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.10879905249999},{"$f":"VLOOKUP($A102,'Calculation Summary'!$A$65:$H$92, 4 + MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":273.51920960014843},{"$f":"Loadrating($B102,$C102,$D102,$E102,$F102,$G102,$H102)","v":2.1458301565866815},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A102,'Calculation Summary'!$A$65:$H$92,4+MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":272.59314308887411},{"$f":"Loadrating($B102,$C102,$D102,$E102,$J102,$K102,$L102)","v":2.1475175397505373},{"$f":"MIN(I102,M102)","v":2.1458301565866815}]
["Type3S2",1.25,1.5,{"$f":"$B$19","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A103,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":390.96216563786004},{"$f":"VLOOKUP($A103,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":221.86886790123452},{"$f":"VLOOKUP($A103,'Calculation Summary'!$A$65:$H$92, 4 + MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":293.61055326053327},{"$f":"Loadrating($B103,$C103,$D103,$E103,$F103,$G103,$H103)","v":2.0177903004168236},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A103,'Calculation Summary'!$A$65:$H$92,4+MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":287.45813208770329},{"$f":"Loadrating($B103,$C103,$D103,$E103,$J103,$K103,$L103)","v":2.0364654558476025},{"$f":"MIN(I103,M103)","v":2.0177903004168236}]
["Type3_3",1.25,1.5,{"$f":"$B$19","v":1.45},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A104,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":395.53064660377015},{"$f":"VLOOKUP($A104,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.62425781249999},{"$f":"VLOOKUP($A104,'Calculation Summary'!$A$65:$H$92, 4 + MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":269.83226881792115},{"$f":"Loadrating($B104,$C104,$D104,$E104,$F104,$G104,$H104)","v":2.1704438094747087},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A104,'Calculation Summary'!$A$65:$H$92,4+MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":269.62014528910822},{"$f":"Loadrating($B104,$C104,$D104,$E104,$J104,$K104,$L104)","v":2.1711973909493074},{"$f":"MIN(I104,M104)","v":2.1704438094747087}]
[]
["Strength II","Load factors",null,null,"At moment critical point",null,null,null,null,"At center",null,null,null,"Adopted RF"]
["Vehicle types","ᵞDc","ᵞDw","ᵞLL","Capacity","Dc","Dw","LL+IM","RF","Dc","Dw","LL+IM","RF"]
["F.Permit Loads"]
["PL60T",{"$f":"VLOOKUP($A$106,$B$5:$D$11,MATCH(B$107,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$106,$B$5:$D$11,MATCH(C$107,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$G$74","v":1.4},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A109,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":395.70361279016248},{"$f":"VLOOKUP($A109,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.72857898370148},{"$f":"VLOOKUP($A109,'Calculation Summary'!$A$65:$H$92, 4 + MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":266.12078987480714},{"$f":"Loadrating($B109,$C109,$D109,$E109,$F109,$G109,$H109)","v":2.2783107202009032},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A109,'Calculation Summary'!$A$65:$H$92,4+MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":266.12068715819385},{"$f":"Loadrating($B109,$C109,$D109,$E109,$J109,$K109,$L109)","v":2.278310843697589},{"$f":"MIN(I109,M109)","v":2.2783107202009032}]
["PL65T",{"$f":"VLOOKUP($A$106,$B$5:$D$11,MATCH(B$107,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$106,$B$5:$D$11,MATCH(C$107,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$G$75","v":1.35},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A110,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":389.0251099836662},{"$f":"VLOOKUP($A110,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":220.70057068232251},{"$f":"VLOOKUP($A110,'Calculation Summary'!$A$65:$H$92, 4 + MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":362.86642759838105},{"$f":"Loadrating($B110,$C110,$D110,$E110,$F110,$G110,$H110)","v":1.7621387255656391},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A110,'Calculation Summary'!$A$65:$H$92,4+MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":351.10202172500306},{"$f":"Loadrating($B110,$C110,$D110,$E110,$J110,$K110,$L110)","v":1.7908225333190704},{"$f":"MIN(I110,M110)","v":1.7621387255656391}]
["G.Custom Vehicle "]
["Custom_Vehicle_1",{"$f":"VLOOKUP($A$106,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$106,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$G$76","v":1.1000000000000001},{"$f":"'Calculation Summary'!$B$132*PRODUCT('Calculation Summary'!$C$135:$C$137)","v":1680.5505722794026},{"$f":"VLOOKUP($A112,'Calculation Summary'!$B$17:$I$44,MATCH(F$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":394.68970469231772},{"$f":"VLOOKUP($A112,'Calculation Summary'!$B$17:$I$44,MATCH(G$81,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.11706015181872},{"$f":"VLOOKUP($A112,'Calculation Summary'!$A$65:$H$92, 4 + MATCH($E$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":345.51683310365416},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",Loadrating($B112,$C112,$D112,$E112,$F112,$G112,$H112))","v":2.2391037784862045},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"VLOOKUP($A112,'Calculation Summary'!$A$65:$H$92,4+MATCH($J$80,'Calculation Summary'!$A$62:$D$62,0),FALSE)","v":343.95536154236578},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",Loadrating($B112,$C112,$D112,$E112,$J112,$K112,$L112))","v":2.2434938343382602},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",MIN(I112,M112))","v":2.2391037784862045}]
[]
[]
["Service III","Load factors",null,null,"At moment critical point",null,null,null,null,"At center",null,null,null,"Adopted RF"]
["Vehicle types","ᵞDc","ᵞDw","ᵞLL","Capacity","Dc","Dw","LL+IM","RF","Dc","Dw","LL+IM","RF"]
["A. Design Vehicles"]
["HL93"]
["Inventory",{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(B$116,$B$7:$D$7,0),FALSE)","v":1},{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(C$116,$B$7:$D$7,0),FALSE)","v":1},{"$f":"$E$10","v":0.8},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A119,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A119,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A119,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4527496855211082},{"$f":"VLOOKUP($A119,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.8250924430471116},{"$f":"H84*12/sbc","v":1.7579961719607247},{"$f":"Loadrating($B119,$C119,$D119,$E119,$F119,$G119,$H119)","v":1.0077557786756168},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L84*12/sbc","v":1.7509220409156581},{"$f":"Loadrating($B119,$C119,$D119,$E119,$J119,$K119,$L119)","v":1.003840976989917},{"$f":"MIN(I119,M119)","v":1.003840976989917}]
["HL93_Tandem"]
["Inventory_Tandem",{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(B$116,$B$7:$D$7,0),FALSE)","v":1},{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(C$116,$B$7:$D$7,0),FALSE)","v":1},{"$f":"$E$10","v":0.8},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A121,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A121,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A121,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4584453420688732},{"$f":"VLOOKUP($A121,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82852887400764363},{"$f":"H87*12/sbc","v":1.554612204714964},{"$f":"Loadrating($B121,$C121,$D121,$E121,$F121,$G121,$H121)","v":1.1322538742839705},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L87*12/sbc","v":1.553821141921629},{"$f":"Loadrating($B121,$C121,$D121,$E121,$J121,$K121,$L121)","v":1.1311773567530754},{"$f":"MIN(I121,M121)","v":1.1311773567530754}]
["B. Ohio Legal Vehicles"]
["2F1",{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(B$116,$B$7:$D$7,0),FALSE)","v":1},1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A123,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A123,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A123,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4561670794497672},{"$f":"VLOOKUP($A123,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82715430162343084},{"$f":"H90*12/sbc","v":0.66964711081498929},{"$f":"Loadrating($B123,$C123,$D123,$E123,$F123,$G123,$H123)","v":2.1083125210877061},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L90*12/sbc","v":0.66772185551720098},{"$f":"Loadrating($B123,$C123,$D123,$E123,$J123,$K123,$L123)","v":2.1058436565021803},{"$f":"MIN(I123,M123)","v":2.1058436565021803}]
["3F1",1,1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A124,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A124,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A124,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4593174558313851},{"$f":"VLOOKUP($A124,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82905505719819772},{"$f":"H91*12/sbc","v":0.99795001486906709},{"$f":"Loadrating($B124,$C124,$D124,$E124,$F124,$G124,$H124)","v":1.4096640468206574},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L91*12/sbc","v":0.99761050028263976},{"$f":"Loadrating($B124,$C124,$D124,$E124,$J124,$K124,$L124)","v":1.4094857996686947},{"$f":"MIN(I124,M124)","v":1.4094857996686947}]
["5C1",1,1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A125,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A125,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A125,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4225304675119486},{"$f":"VLOOKUP($A125,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.806859908220113},{"$f":"H92*12/sbc","v":0.99034776346002817},{"$f":"Loadrating($B125,$C125,$D125,$E125,$F125,$G125,$H125)","v":1.4800421103205181},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L92*12/sbc","v":0.97945149231389994},{"$f":"Loadrating($B125,$C125,$D125,$E125,$J125,$K125,$L125)","v":1.4356176337297597},{"$f":"MIN(I125,M125)","v":1.4356176337297597}]
["C. Specialized Hauling Vehicles"]
["SU4",{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(B$116,$B$7:$D$7,0),FALSE)","v":1},1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A127,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A127,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A127,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4578124913413435},{"$f":"VLOOKUP($A127,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82814704834536235},{"$f":"H94*12/sbc","v":1.1371799578405086},{"$f":"Loadrating($B127,$C127,$D127,$E127,$F127,$G127,$H127)","v":1.2391945708434497},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L94*12/sbc","v":1.1353163107122495},{"$f":"Loadrating($B127,$C127,$D127,$E127,$J127,$K127,$L127)","v":1.2385251761833882},{"$f":"MIN(I127,M127)","v":1.2385251761833882}]
["SU5",1,1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A128,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A128,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A128,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.454764798139464},{"$f":"VLOOKUP($A128,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82630824588434459},{"$f":"H95*12/sbc","v":1.2543563362947339},{"$f":"Loadrating($B128,$C128,$D128,$E128,$F128,$G128,$H128)","v":1.1273301569695076},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L95*12/sbc","v":1.2488101105168727},{"$f":"Loadrating($B128,$C128,$D128,$E128,$J128,$K128,$L128)","v":1.1259660871633894},{"$f":"MIN(I128,M128)","v":1.1259660871633894}]
["SU6",1,1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A129,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A129,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A129,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4577873685988343},{"$f":"VLOOKUP($A129,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82813189073017845},{"$f":"H96*12/sbc","v":1.3954718744422683},{"$f":"Loadrating($B129,$C129,$D129,$E129,$F129,$G129,$H129)","v":1.0098573364288432},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L96*12/sbc","v":1.3930418144352483},{"$f":"Loadrating($B129,$C129,$D129,$E129,$J129,$K129,$L129)","v":1.0093866667733988},{"$f":"MIN(I129,M129)","v":1.0093866667733988}]
["SU7",1,1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A130,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A130,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A130,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4594268204500487},{"$f":"VLOOKUP($A130,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82912104150719002},{"$f":"H97*12/sbc","v":1.5190608283672058},{"$f":"Loadrating($B130,$C130,$D130,$E130,$F130,$G130,$H130)","v":0.92596615045976816},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L97*12/sbc","v":1.5186416195523649},{"$f":"Loadrating($B130,$C130,$D130,$E130,$J130,$K130,$L130)","v":0.92590497695119833},{"$f":"MIN(I130,M130)","v":0.92590497695119833}]
["D. Emergency Vehicles"]
["EV2",{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(B$116,$B$7:$D$7,0),FALSE)","v":1},{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(C$116,$B$7:$D$7,0),FALSE)","v":1},{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A132,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A132,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A132,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4471684266119449},{"$f":"VLOOKUP($A132,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82172503302978506},{"$f":"H99*12/sbc","v":1.1654530329325792},{"$f":"Loadrating($B132,$C132,$D132,$E132,$F132,$G132,$H132)","v":1.2237758790537423},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L99*12/sbc","v":1.1524349588494467},{"$f":"Loadrating($B132,$C132,$D132,$E132,$J132,$K132,$L132)","v":1.220127715626212},{"$f":"MIN(I132,M132)","v":1.220127715626212}]
["EV3",{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(B$116,$B$7:$D$7,0),FALSE)","v":1},{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(C$116,$B$7:$D$7,0),FALSE)","v":1},{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A133,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A133,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A133,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.457314219795028},{"$f":"VLOOKUP($A133,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82784642000617947},{"$f":"H100*12/sbc","v":1.7685691341386018},{"$f":"Loadrating($B133,$C133,$D133,$E133,$F133,$G133,$H133)","v":0.79724682654273882},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L100*12/sbc","v":1.764828586961894},{"$f":"Loadrating($B133,$C133,$D133,$E133,$J133,$K133,$L133)","v":0.79674470605066405},0.79674470605066405]
["E. AASHTO Legal Vehicles"]
["Type3",{"$f":"VLOOKUP($A$115,$B$5:$D$11,MATCH(B$116,$B$7:$D$7,0),FALSE)","v":1},1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A135,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A135,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A135,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.455935607967666},{"$f":"VLOOKUP($A135,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82701464506919486},{"$f":"H102*12/sbc","v":1.0093507840987652},{"$f":"Loadrating($B135,$C135,$D135,$E135,$F135,$G135,$H135)","v":1.399113706280732},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L102*12/sbc","v":1.0059333789349787},{"$f":"Loadrating($B135,$C135,$D135,$E135,$F135,$G135,$H135)","v":1.399113706280732},1.399113706280732]
["Type3S2",1,1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A136,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A136,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A136,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4422354639807642},{"$f":"VLOOKUP($A136,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.81874876762986548},{"$f":"H103*12/sbc","v":1.0834926094822654},{"$f":"Loadrating($B136,$C136,$D136,$E136,$F136,$G136,$H136)","v":1.3236477345141426},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L103*12/sbc","v":1.0607887155072135},{"$f":"Loadrating($B136,$C136,$D136,$E136,$F136,$G136,$H136)","v":1.3236477345141426},1.3236477345141426]
["Type3_3",1,1,{"$f":"$G$10","v":1},{"$f":"Capacity!$G$65","v":3.6951467695146469},{"$f":"VLOOKUP($A137,'Calculation Summary'!$B$17:$I$44,MATCH(\"Beam weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb + VLOOKUP($A137,'Calculation Summary'!$B$17:$I$44,MATCH(\"diaphragm weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sb +VLOOKUP($A137,'Calculation Summary'!$B$17:$I$44,MATCH(\"Barrier weight\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":1.4590883205978378},{"$f":"VLOOKUP($A137,'Calculation Summary'!$B$17:$I$44,MATCH(\"Wearing surface\",'Calculation Summary'!$B$11:$I$11,0),FALSE)*12/sbc","v":0.82891681020171759},{"$f":"H104*12/sbc","v":0.99574509777455011},{"$f":"Loadrating($B137,$C137,$D137,$E137,$F137,$G137,$H137)","v":1.4131544728264254},{"$f":"'Calculation Summary'!D$14*12/sb +'Calculation Summary'!$F$14*12/sb + 'Calculation Summary'!$E$14*12 / sbc","v":1.4597268647921202},{"$f":"'Calculation Summary'!$I$14*12/sbc","v":0.82930207097376341},{"$f":"L104*12/sbc","v":0.99496231162053161},{"$f":"Loadrating($B137,$C137,$D137,$E137,$F137,$G137,$H137)","v":1.4131544728264254},1.4131544728264254]
[]
["Service I","Load factors",null,null,"At Moment critical point",null,"At center",null,"Adopted RF"]
["Vehicle types","ᵞDc","ᵞDw","ᵞLL","RF",null,"RF"]
["F.Permit Loads"]
["PL60T",{"$f":"VLOOKUP($A$139,$B$5:$D$11,MATCH(B$140,$B$7:$D$7,0),FALSE)","v":1},1,1,{"$f":"'Service I'!G42","v":1.4921928364252295},null,{"$f":"'Service I'!D42","v":1.4921927569066462},null,{"$f":"MIN(E142,G142)","v":1.4921927569066462}]
["PL65T",1,1,1,{"$f":"'Service I'!H42","v":1.4307752599094432},null,{"$f":"'Service I'!E42","v":1.4314995614244621},null,{"$f":"MIN(E143,G143)","v":1.4307752599094432}]
["G. Custom Vehicle"]
["Custom_Vehicle_1",1,1,1,{"$f":"'Service I'!I42","v":1.4364571349083508},null,{"$f":"'Service I'!F42","v":1.4364128689606133},null,{"$f":"MIN(E145,G145)","v":1.4364128689606133}]
[]
["Rating Factor With Shear"]
[]
["Strength I","Load factors",null,null,"At shear critical point",null,null,null,null,"At Region 2",null,null,null,null,"Adopted RF"]
["Vehicle types","ᵞDc","ᵞDw","ᵞLL","Capacity","Dc","Dw","LL+IM","RF","Capacity","Dc","Dw","LL+IM","RF"]
["A. Design Vehicles"]
["HL93"]
["Inventory",{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$E$8","v":1.75},{"$f":"0.9*VLOOKUP($A153,'Calculation Summary'!$A$141:$E$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A153,'Calculation Summary'!$A$100:$E$127,3,FALSE)","v":66.286943504927578},{"$f":"Loadrating(B153,C153,D153,E153,F153,G153,H153)","v":2.024962260710693},{"$f":"0.9*VLOOKUP($A153,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31772582899259},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A153,'Calculation Summary'!$A$100:$E$127,5,FALSE)","v":53.142954563465921},{"$f":"Loadrating(B153,C153,D153,J153,K153,L153,M153)","v":1.5749643988208872},{"$f":"MIN(I153,N153)","v":1.5749643988208872}]
["Operating",{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$F$8","v":1.35},{"$f":"0.9*VLOOKUP($A154,'Calculation Summary'!$A$141:$E$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A154,'Calculation Summary'!$A$100:$E$127,3,FALSE)","v":66.286943504927578},{"$f":"Loadrating(B154,C154,D154,E154,F154,G154,H154)","v":2.6249510786990458},{"$f":"0.9*VLOOKUP($A154,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31771243788262},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A154,'Calculation Summary'!$A$100:$E$127,5,FALSE)","v":53.142954563465921},{"$f":"Loadrating(B154,C154,D154,J154,K154,L154,M154)","v":2.0416203303361198},{"$f":"MIN(I154,N154)","v":2.0416203303361198}]
["HL93_Tandem"]
["Inventory_Tandem",{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$E$8","v":1.75},{"$f":"0.9*VLOOKUP($A156,'Calculation Summary'!$A$141:$E$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A156,'Calculation Summary'!$A$100:$C$127,3,FALSE)","v":55.032352813504254},{"$f":"Loadrating(B156,C156,D156,E156,F156,G156,H156)","v":2.4390845041682847},{"$f":"0.9*VLOOKUP($A156,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31771317093239},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A156,'Calculation Summary'!$A$100:$E$127,5,FALSE)","v":41.855477425493994},{"$f":"Loadrating(B156,C156,D156,J156,K156,L156,M156)","v":1.9996965606574901},{"$f":"MIN(I156,N156)","v":1.9996965606574901}]
["Operating_Tandem",{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$F$8","v":1.35},{"$f":"0.9*VLOOKUP($A157,'Calculation Summary'!$A$141:$E$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A157,'Calculation Summary'!$A$100:$C$127,3,FALSE)","v":55.032352813504254},{"$f":"Loadrating(B157,C157,D157,E157,F157,G157,H157)","v":3.1617762091070354},{"$f":"0.9*VLOOKUP($A157,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31770498656351},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A157,'Calculation Summary'!$A$100:$E$127,5,FALSE)","v":41.855477425493994},{"$f":"Loadrating(B157,C157,D157,J157,K157,L157,M157)","v":2.5921991004532074},{"$f":"MIN(I157,N157)","v":2.5921991004532074}]
["B. Ohio Legal Vehicles"]
["2F1",{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},1.5,{"$f":"$B$19","v":1.45},{"$f":"0.9*VLOOKUP($A159,'Calculation Summary'!$A$141:$E$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A159,'Calculation Summary'!$A$100:$E$127,3,FALSE)","v":24.528370624453952},{"$f":"Loadrating(B159,C159,D159,E159,F159,G159,H159)","v":6.6045962632646136},{"$f":"0.9*VLOOKUP($A159,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31769470571339},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A159,'Calculation Summary'!$A$100:$E$127,5,FALSE)","v":24.573215778838406},{"$f":"Loadrating(B159,C159,D159,J159,K159,L159,M159)","v":4.1107815361697169},{"$f":"MIN(I159,N159)","v":4.1107815361697169}]
["3F1",1.25,1.5,{"$f":"$B$19","v":1.45},{"$f":"0.9*VLOOKUP($A160,'Calculation Summary'!$A$141:$E$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A160,'Calculation Summary'!$A$100:$E$127,3,FALSE)","v":36.494022226149553},{"$f":"Loadrating(B160,C160,D160,E160,F160,G160,H160)","v":4.4390827617285238},{"$f":"0.9*VLOOKUP($A160,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31770327417067},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A160,'Calculation Summary'!$A$100:$E$127,5,FALSE)","v":36.562784796205726},{"$f":"Loadrating(B160,C160,D160,J160,K160,L160,M160)","v":2.7627853890310599},{"$f":"MIN(I160,N160)","v":2.7627853890310599}]
["5C1",1.25,1.5,{"$f":"$B$19","v":1.45},{"$f":"0.9*VLOOKUP($A161,'Calculation Summary'!$A$141:$E$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A161,'Calculation Summary'!$A$100:$E$127,3,FALSE)","v":42.843035233874318},{"$f":"Loadrating(B161,C161,D161,E161,F161,G161,H161)","v":3.7812443512907556},{"$f":"0.9*VLOOKUP($A161,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31770782359612},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A161,'Calculation Summary'!$A$100:$E$127,5,FALSE)","v":42.962622312232867},{"$f":"Loadrating(B161,C161,D161,J161,K161,L161,M161)","v":2.3512328931098936},{"$f":"MIN(I161,N161)","v":2.3512328931098936}]
["C. Specialized Hauling Vehicles"]
["SU4",{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},1.5,{"$f":"$B$27","v":1.45},{"$f":"0.9*VLOOKUP($A163,'Calculation Summary'!$A$141:$E$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A163,'Calculation Summary'!$A$100:$E$127,3,FALSE)","v":41.882770282893567},{"$f":"Loadrating(B163,C163,D163,E163,F163,G163,H163)","v":3.867938626695969},{"$f":"0.9*VLOOKUP($A163,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31770711445509},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A163,'Calculation Summary'!$A$100:$E$127,5,FALSE)","v":41.963491560785592},{"$f":"Loadrating(B163,C163,D163,J163,K163,L163,M163)","v":2.4072146170056463},{"$f":"MIN(I163,N163)","v":2.4072146170056463}]
["SU5",1.25,1.5,{"$f":"$B$27","v":1.45},{"$f":"0.9*VLOOKUP($A164,'Calculation Summary'!$A$141:$E$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A164,'Calculation Summary'!$A$100:$E$127,3,FALSE)","v":46.839461798471199},{"$f":"Loadrating(B164,C164,D164,E164,F164,G164,H164)","v":3.4586218276215468},{"$f":"0.9*VLOOKUP($A164,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.3177106369622},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A164,'Calculation Summary'!$A$100:$E$127,5,FALSE)","v":46.932141784199075},{"$f":"Loadrating(B164,C164,D164,J164,K164,L164,M164)","v":2.1523657104658449},{"$f":"MIN(I164,N164)","v":2.1523657104658449}]
["SU6",1.25,1.5,{"$f":"$B$27","v":1.45},{"$f":"0.9*VLOOKUP($A165,'Calculation Summary'!$A$141:$E$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A165,'Calculation Summary'!$A$100:$E$127,3,FALSE)","v":50.13618340318024},{"$f":"Loadrating(B165,C165,D165,E165,F165,G165,H165)","v":3.2311989859196601},{"$f":"0.9*VLOOKUP($A165,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31771297652594},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A165,'Calculation Summary'!$A$100:$E$127,5,FALSE)","v":50.240074677504239},{"$f":"Loadrating(B165,C165,D165,J165,K165,L165,M165)","v":2.0106485700299865},{"$f":"MIN(I165,N165)","v":2.0106485700299865}]
["SU7",1.25,1.5,{"$f":"$B$27","v":1.45},{"$f":"0.9*VLOOKUP($A166,'Calculation Summary'!$A$141:$E$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A166,'Calculation Summary'!$A$100:$E$127,3,FALSE)","v":53.28363815262361},{"$f":"Loadrating(B166,C166,D166,E166,F166,G166,H166)","v":3.0403326534537967},{"$f":"0.9*VLOOKUP($A166,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31771520689634},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A166,'Calculation Summary'!$A$100:$E$127,5,FALSE)","v":53.399488134783475},{"$f":"Loadrating(B166,C166,D166,J166,K166,L166,M166)","v":1.8916873433644523},{"$f":"MIN(I166,N166)","v":1.8916873433644523}]
["D. Emergency Vehicles"]
["EV2",{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"MAIN!B149","v":1.3},{"$f":"0.9*VLOOKUP($A168,'Calculation Summary'!$A$141:$E$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A168,'Calculation Summary'!$A$100:$E$127,3,FALSE)","v":44.739912933442717},{"$f":"Loadrating(B168,C168,D168,E168,F168,G168,H168)","v":4.038726923701196},{"$f":"0.9*VLOOKUP($A168,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31770585377933},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A168,'Calculation Summary'!$A$100:$E$127,5,FALSE)","v":44.825866146012913},{"$f":"Loadrating(B168,C168,D168,J168,K168,L168,M168)","v":2.5135202269755514},{"$f":"MIN(I168,N168)","v":2.5135202269755514}]
["EV3",{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(C$81,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"MAIN!B150","v":1.1000000000000001},{"$f":"0.9*VLOOKUP($A169,'Calculation Summary'!$A$141:$E$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A169,'Calculation Summary'!$A$100:$E$127,3,FALSE)","v":66.354144162742756},{"$f":"Loadrating(B169,C169,D169,E169,F169,G169,H169)","v":3.218268239731128},{"$f":"0.9*VLOOKUP($A169,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31771311435699},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A169,'Calculation Summary'!$A$100:$E$127,5,FALSE)","v":66.482700271978203},{"$f":"Loadrating(B169,C169,D169,J169,K169,L169,M169)","v":2.0028716190415521},{"$f":"MIN(I169,N169)","v":2.0028716190415521}]
["E. AASHTO Legal Vehicles"]
["Type3",{"$f":"VLOOKUP($A$149,$B$5:$D$11,MATCH(B$81,$B$7:$D$7,0),FALSE)","v":1.25},1.5,{"$f":"$B$19","v":1.45},{"$f":"0.9*VLOOKUP($A171,'Calculation Summary'!$A$141:$E$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A171,'Calculation Summary'!$A$100:$E$127,3,FALSE)","v":38.108254901605591},{"$f":"Loadrating(B171,C171,D171,E171,F171,G171,H171)","v":4.2510470602371422},{"$f":"0.9*VLOOKUP($A171,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31770442751437},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A171,'Calculation Summary'!$A$100:$E$127,5,FALSE)","v":38.182996825579679},{"$f":"Loadrating(B171,C171,D171,J171,K171,L171,M171)","v":2.645552649366202},{"$f":"MIN(I171,N171)","v":2.645552649366202}]
["Type3S2",1.25,1.5,{"$f":"$B$19","v":1.45},{"$f":"0.9*VLOOKUP($A172,'Calculation Summary'!$A$141:$E$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A172,'Calculation Summary'!$A$100:$E$127,3,FALSE)","v":44.016145896094841},{"$f":"Loadrating(B172,C172,D172,E172,F172,G172,H172)","v":3.6804672847245108},{"$f":"0.9*VLOOKUP($A172,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31770864721969},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A172,'Calculation Summary'!$A$100:$E$127,5,FALSE)","v":44.123774266617538},{"$f":"Loadrating(B172,C172,D172,J172,K172,L172,M172)","v":2.2893583561644593},{"$f":"MIN(I172,N172)","v":2.2893583561644593}]
["Type3_3",1.25,1.5,{"$f":"$B$19","v":1.45},{"$f":"0.9*VLOOKUP($A173,'Calculation Summary'!$A$141:$E$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A173,'Calculation Summary'!$A$100:$E$127,3,FALSE)","v":43.194081173572002},{"$f":"Loadrating(B173,C173,D173,E173,F173,G173,H173)","v":3.7505135094610287},{"$f":"0.9*VLOOKUP($A173,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31770807265676},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A173,'Calculation Summary'!$A$100:$E$127,5,FALSE)","v":43.313668251930551},{"$f":"Loadrating(B173,C173,D173,J173,K173,L173,M173)","v":2.3321767701363534},{"$f":"MIN(I173,N173)","v":2.3321767701363534}]
[]
[]
["Strength II","Load factors",null,null,"At shear critical point",null,null,null,null,"At Region 2",null,null,null,null,"Adopted RF"]
["Vehicle types","ᵞDc","ᵞDw","ᵞLL","Capacity","Dc","Dw","LL+IM","RF","Capacity","Dc","Dw","LL+IM","RF"]
["F.Permit Loads"]
["PL60T",{"$f":"VLOOKUP($A$176,$B$5:$D$11,MATCH(B$107,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$176,$B$5:$D$11,MATCH(C$107,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$G$74","v":1.4},{"$f":"0.9*VLOOKUP($A179,'Calculation Summary'!$A$141:$E$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A179,'Calculation Summary'!$A$100:$C$127,3,FALSE)","v":42.543214069682818},{"$f":"Loadrating(B179,C179,D179,E179,F179,G179,H179)","v":3.94388864095585},{"$f":"0.9*VLOOKUP($A179,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31770656644574},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A179,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":34.51495840881212},{"$f":"Loadrating(B179,C179,D179,J179,K179,L179,M179)","v":3.031231034928465},{"$f":"MIN(I179,N179)","v":3.031231034928465}]
["PL65T",{"$f":"VLOOKUP($A$176,$B$5:$D$11,MATCH(B$107,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$176,$B$5:$D$11,MATCH(C$107,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$G$75","v":1.35},{"$f":"0.9*VLOOKUP($A180,'Calculation Summary'!$A$141:$E$171,2,FALSE)","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A180,'Calculation Summary'!$A$100:$C$127,3,FALSE)","v":56.297364680697413},{"$f":"Loadrating(B180,C180,D180,E180,F180,G180,H180)","v":3.0907305314165345},{"$f":"0.9*VLOOKUP($A180,'Calculation Summary'!$A$141:$E$171,4,FALSE)","v":195.31771460818373},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A180,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":45.663647637842416},{"$f":"Loadrating(B180,C180,D180,J180,K180,L180,M180)","v":2.3760199561591051},{"$f":"MIN(I180,N180)","v":2.3760199561591051}]
["G.Custom Vehicle "]
["Custom_Vehicle_1",{"$f":"VLOOKUP($A$176,$B$5:$D$11,MATCH(B$107,$B$7:$D$7,0),FALSE)","v":1.25},{"$f":"VLOOKUP($A$176,$B$5:$D$11,MATCH(C$107,$B$7:$D$7,0),FALSE)","v":1.5},{"$f":"$G$76","v":1.1000000000000001},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",0.9*VLOOKUP($A182,'Calculation Summary'!$A$141:$E$171,2,FALSE))","v":282.89249999999998},{"$f":"'Calculation Summary'!$G$51","v":22.735316220238094},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},{"$f":"VLOOKUP(A182,'Calculation Summary'!$A$100:$C$127,3,FALSE)","v":57.466037330825074},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",Loadrating(B182,C182,D182,E182,F182,G182,H182))","v":3.7160285388070209},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",0.9*VLOOKUP($A182,'Calculation Summary'!$A$141:$E$171,4,FALSE))","v":195.31770776172212},{"$f":"'Calculation Summary'!$G$52","v":23.362239583333327},{"$f":"'Calculation Summary'!$I$52","v":13.095312499999999},{"$f":"VLOOKUP(A182,'Calculation Summary'!$A$100:$E$127,4,FALSE)","v":45.72361726697234},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",Loadrating(B182,C182,D182,J182,K182,L182,M182))","v":2.9121997913787685},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",MIN(I182,N182))","v":2.9121997913787685}]
[]
[]
["Summary"]
["Vehicle types","Flexure",null,null,null,"Shear",null,"Adopted Rating Factor","Criteria","Limit State"]
[null,"Strength I","Strength II","Service I ","Service III","Strength I","Strength II"]
["A. Design Vehicle"]
[" HL93"]
["Inventory",{"$f":"IF(VLOOKUP($A$188,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N84,\"-\")","v":1.0222781599550226},"-","-",{"$f":"IF(VLOOKUP($A$188,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N119,\"-\")","v":1.003840976989917},{"$f":"O153","v":1.5749643988208872},"-",{"$f":"MIN(B190:G190)","v":1.003840976989917},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H190,B190:G190,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H190,B190:G190,0))","v":"Service III"}]
["Operating",{"$f":"IF(VLOOKUP($A$188,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N85,\"-\")","v":1.3251753925342884},"-","-","-",{"$f":"O154","v":2.0416203303361198},"-",{"$f":"MIN(B191:G191)","v":1.3251753925342884},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H191,B191:G191,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H191,B191:G191,0))","v":"Strength I"}]
["HL93_Tandem"]
["Inventory_Tandem",{"$f":"IF(VLOOKUP($A$188,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N87,\"-\")","v":1.1519532807993107},"-","-",{"$f":"IF(VLOOKUP($A$188,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N121,\"-\")","v":1.1311773567530754},{"$f":"O156","v":1.9996965606574901},"-",{"$f":"MIN(B193:G193)","v":1.1311773567530754},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H193,B193:G193,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H193,B193:G193,0))","v":"Service III"}]
["Operating_Tandem",{"$f":"IF(VLOOKUP($A$188,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N88,\"-\")","v":1.4932727714065139},"-","-","-",{"$f":"O157","v":2.5921991004532074},"-",{"$f":"MIN(B194:G194)","v":1.4932727714065139},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H194,B194:G194,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H194,B194:G194,0))","v":"Strength I"}]
["B. Ohio Legal Vehicles"]
["2F1",{"$f":"IF(VLOOKUP($A$195,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N90,\"-\")","v":3.2338693459884031},"-","-",{"$f":"IF(VLOOKUP($A$195,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N123,\"-\")","v":"-"},{"$f":"O159","v":4.1107815361697169},"-",{"$f":"MIN(B196:G196)","v":3.2338693459884031},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H196,B196:G196,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H196,B196:G196,0))","v":"Strength I"}]
["3F1",{"$f":"IF(VLOOKUP($A$195,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N91,\"-\")","v":2.1653070165464352},"-","-",{"$f":"IF(VLOOKUP($A$195,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N124,\"-\")","v":"-"},{"$f":"O160","v":2.7627853890310599},"-",{"$f":"MIN(B197:G197)","v":2.1653070165464352},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H197,B197:G197,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H197,B197:G197,0))","v":"Strength I"}]
["5C1",{"$f":"IF(VLOOKUP($A$195,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N92,\"-\")","v":2.2055809726522506},"-","-",{"$f":"IF(VLOOKUP($A$195,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N125,\"-\")","v":"-"},{"$f":"O161","v":2.3512328931098936},"-",{"$f":"MIN(B198:G198)","v":2.2055809726522506},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H198,B198:G198,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H198,B198:G198,0))","v":"Strength I"}]
["C. Specialized Hauling Vehicles"]
["SU4",{"$f":"IF(VLOOKUP($A$199,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N94,\"-\")","v":1.9021662429362829},"-","-",{"$f":"IF(VLOOKUP($A$199,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N127,\"-\")","v":"-"},{"$f":"O163","v":2.4072146170056463},"-",{"$f":"MIN(B200:G200)","v":1.9021662429362829},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H200,B200:G200,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H200,B200:G200,0))","v":"Strength I"}]
["SU5",{"$f":"IF(VLOOKUP($A$199,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N95,\"-\")","v":1.7280861264430005},"-","-",{"$f":"IF(VLOOKUP($A$199,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N128,\"-\")","v":"-"},{"$f":"O164","v":2.1523657104658449},"-",{"$f":"MIN(B201:G201)","v":1.7280861264430005},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H201,B201:G201,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H201,B201:G201,0))","v":"Strength I"}]
["SU6",{"$f":"IF(VLOOKUP($A$199,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N96,\"-\")","v":1.5501155652106737},"-","-",{"$f":"IF(VLOOKUP($A$199,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N129,\"-\")","v":"-"},{"$f":"O165","v":2.0106485700299865},"-",{"$f":"MIN(B202:G202)","v":1.5501155652106737},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H202,B202:G202,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H202,B202:G202,0))","v":"Strength I"}]
["SU7",{"$f":"IF(VLOOKUP($A$199,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N97,\"-\")","v":1.4223957042438728},"-","-",{"$f":"IF(VLOOKUP($A$199,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N130,\"-\")","v":"-"},{"$f":"O166","v":1.8916873433644523},"-",{"$f":"MIN(B203:G203)","v":1.4223957042438728},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H203,B203:G203,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H203,B203:G203,0))","v":"Strength I"}]
["D. Emergency Vehicles"]
["EV2",{"$f":"IF(VLOOKUP($A$204,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N99,\"-\")","v":2.0853201522282783},"-","-",{"$f":"IF(VLOOKUP($A$204,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N132,\"-\")","v":"-"},{"$f":"O168","v":2.5135202269755514},"-",{"$f":"MIN(B205:G205)","v":2.0853201522282783},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H205,B205:G205,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H205,B205:G205,0))","v":"Strength I"}]
["EV3",{"$f":"IF(VLOOKUP($A$204,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N100,\"-\")","v":1.6127967086087096},"-","-",{"$f":"IF(VLOOKUP($A$204,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N133,\"-\")","v":"-"},{"$f":"O169","v":2.0028716190415521},"-",{"$f":"MIN(B206:G206)","v":1.6127967086087096},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H206,B206:G206,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H206,B206:G206,0))","v":"Strength I"}]
["E. AASHTO Legal Vehicles"]
["Type3",{"$f":"IF(VLOOKUP($A$207,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N102,\"-\")","v":2.1458301565866815},"-","-",{"$f":"IF(VLOOKUP($A$207,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N135,\"-\")","v":"-"},{"$f":"O171","v":2.645552649366202},"-",{"$f":"MIN(B208:G208)","v":2.1458301565866815},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H208,B208:G208,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H208,B208:G208,0))","v":"Strength I"}]
["Type3S2",{"$f":"IF(VLOOKUP($A$207,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N103,\"-\")","v":2.0177903004168236},"-","-",{"$f":"IF(VLOOKUP($A$207,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N136,\"-\")","v":"-"},{"$f":"O172","v":2.2893583561644593},"-",{"$f":"MIN(B209:G209)","v":2.0177903004168236},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H209,B209:G209,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H209,B209:G209,0))","v":"Strength I"}]
["Type3_3",{"$f":"IF(VLOOKUP($A$207,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N104,\"-\")","v":2.1704438094747087},"-","-",{"$f":"IF(VLOOKUP($A$207,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",N137,\"-\")","v":"-"},{"$f":"O173","v":2.3321767701363534},"-",{"$f":"MIN(B210:G210)","v":2.1704438094747087},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H210,B210:G210,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H210,B210:G210,0))","v":"Strength I"}]
["F. Permit Vehicles"]
["PL60T","-",{"$f":"IF(VLOOKUP($A$211,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N109,\"-\")","v":2.2783107202009032},{"$f":"IF(VLOOKUP($A$211,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",I142,\"-\")","v":"-"},{"$f":"IF(VLOOKUP($A$207,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",I139,\"-\")","v":"-"},{"$f":"O179","v":3.031231034928465},{"$f":"I179","v":3.94388864095585},{"$f":"MIN(B212:G212)","v":2.2783107202009032},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H212,B212:G212,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H212,B212:G212,0))","v":"Strength II"}]
["PL65T","-",{"$f":"IF(VLOOKUP($A$211,MAIN!$A$130:$D$135,3,FALSE) = \"YES\",N110,\"-\")","v":1.7621387255656391},{"$f":"IF(VLOOKUP($A$211,MAIN!$A$130:$D$135,4,FALSE) = \"YES\",I143,\"-\")","v":"-"},"-",{"$f":"O180","v":2.3760199561591051},{"$f":"I180","v":3.0907305314165345},{"$f":"MIN(B213:G213)","v":1.7621387255656391},{"$f":"INDEX($B$186:$G$187,1,IF(MATCH(H213,B213:G213,0)<=4,1,5))","v":"Flexure"},{"$f":" INDEX($B$186:$G$187,2,MATCH(H213,B213:G213,0))","v":"Strength II"}]
["G. Custom Vehicle"]
["Custom_Vehicle_1","-",{"$f":"IF(VLOOKUP($A$214,MAIN!$A$130:$D$136,3,FALSE) = \"YES\",N112,\"-\")","v":2.2391037784862045},{"$f":"IF(VLOOKUP($A$211,MAIN!$A$130:$D$136,4,FALSE) = \"YES\",I145,\"-\")","v":"-"},"-",{"$f":"O182","v":2.9121997913787685},{"$f":"I182","v":3.7160285388070209},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",MIN(B215:G215))","v":2.2391037784862045},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",INDEX($B$186:$G$187,1,IF(MATCH(H215,B215:G215,0)<=4,1,5)))","v":"Flexure"},{"$f":"IF(add_custom_vehicle= \"NO\", \"N/A\",INDEX($B$186:$G$187,2,MATCH(H215,B215:G215,0)))","v":"Strength II"}]

{"sheet":"Service I","index":9,"n_rows":43,"n_cols":9,"rows_kept":43,"cut":false,"hidden":true,"merged":[[31,0,31,1],[1,3,1,5],[1,6,1,8],[1,0,2,1],[1,2,2,2],[23,0,24,1],[23,2,24,2],[23,3,23,5],[23,6,23,8],[12,0,12,1],[13,0,13,1],[20,0,20,1],[9,0,9,1],[10,0,10,1],[11,0,11,1],[32,0,32,1],[33,0,33,1],[34,0,34,1],[35,0,35,1],[42,0,42,1]]}
["Service I limit state for interior beam due to "]
["Description",null,"Unit","At center",null,null,"At moment critical point"]
[null,null,null,"PL60T","PL65T","Custom vehicle 1","PL60T","PL65T","Custom vehicle 1"]
["Moment due to live load ","MLL+IM","kip-ft",{"$f":"'Calculation Summary'!$B$89","v":253.6495826765946},{"$f":"'Calculation Summary'!$B$90","v":334.64847185862084},{"$f":"'Calculation Summary'!$B$92","v":303.67610093256087},{"$f":"'Calculation Summary'!$C$89","v":253.6496805796414},{"$f":"'Calculation Summary'!$C$90","v":345.86156721052998},{"$f":"'Calculation Summary'!$C$92","v":305.05471469605277}]
["Moment due to dead load","MDC","kip-ft",{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$G$41","v":395.70361279016248},{"$f":"'Calculation Summary'!$G$42","v":389.0251099836662},{"$f":"'Calculation Summary'!$G$44","v":394.68970469231772}]
["Moment due to barrier weight ","MDW","kip-ft",{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"'Calculation Summary'!$I$41","v":224.72857898370148},{"$f":"'Calculation Summary'!$I$42","v":220.70057068232251},{"$f":"'Calculation Summary'!$I$44","v":224.11706015181872}]
["Cracking moment","Mcr","kip-ft",{"$f":"Capacity!$G$52","v":1105.4490219942099},{"$f":"Capacity!$G$52","v":1105.4490219942099},{"$f":"Capacity!$G$52","v":1105.4490219942099},{"$f":"Capacity!$G$52","v":1105.4490219942099},{"$f":"Capacity!$G$52","v":1105.4490219942099},{"$f":"Capacity!$G$52","v":1105.4490219942099}]
["Moment above cracking momet",null,"kip-ft",{"$f":"SUM(D$4:D$6)-D$7","v":-231.36703801553199},-150.36814883350576,-181.34051975956572,-231.36714964070461,-149.86177411769131,-181.58754245402076]
["Simplified check using 0.75Mn"]
["Mdc+MDW + Mll +IM",null,"kip-ft",{"$f":"SUM(D$4:D$6)","v":874.08198397867795},955.08087316070419,924.10850223464422,874.08187235350533,955.58724787651863,923.86147954018918]
["0.75 Mn",null,"kip-ft",{"$f":"0.75*'Calculation Summary'!$B$132","v":1260.412929209552},{"$f":"0.75*'Calculation Summary'!$B$132","v":1260.412929209552},{"$f":"0.75*'Calculation Summary'!$B$132","v":1260.412929209552},{"$f":"0.75*'Calculation Summary'!$B$132","v":1260.412929209552},{"$f":"0.75*'Calculation Summary'!$B$132","v":1260.412929209552},{"$f":"0.75*'Calculation Summary'!$B$132","v":1260.412929209552}]
["Check MDC+MDW+MLL+IM < 0.75 Mn",null,null,{"$f":"IF(D11>D10,\"OK\",\"Refined method used\")","v":"OK"},"OK","OK","OK","OK","OK"]
["Moment ratio",null,null,{"$f":"D11/D10","v":1.4419847935457484},1.3196923576098796,1.3639230957854722,1.4419849776953189,1.3189930401545322,1.3642877824464186]
["Check moment ratio > 1",null,null,{"$f":"IF(D13>1,\"OK\",\"Refined method used\")","v":"OK"},"OK","OK","OK","OK","OK"]
["Refined check using 0.90fy"]
[null,"fR","ksi",{"$f":"0.9*fpy","v":218.70000000000002},218.70000000000002,218.70000000000002,218.70000000000002,218.70000000000002,218.70000000000002]
[null,"fpe","ksi",{"$f":"'Prestress Losses'!$C$11-'Prestress Losses'!$C$3","v":162.56898090668011},{"$f":"'Prestress Losses'!$C$11-'Prestress Losses'!$C$3","v":162.56898090668011},{"$f":"'Prestress Losses'!$C$11-'Prestress Losses'!$C$3","v":162.56898090668011},{"$f":"'Prestress Losses'!$C$11-'Prestress Losses'!$C$3","v":162.56898090668011},{"$f":"'Prestress Losses'!$C$11-'Prestress Losses'!$C$3","v":162.56898090668011},{"$f":"'Prestress Losses'!$C$11-'Prestress Losses'!$C$3","v":162.56898090668011}]
["stress beyond effective prestress ","f","ksi",{"$f":"'Section Props'!$C$123*D8*12*(h+h_slab-ybs_center-'Section Props'!$C$136)/I_cr","v":-16.918060722404281},{"$f":"'Section Props'!$C$123*E8*12*(h+h_slab-ybs_center-'Section Props'!$C$136)/I_cr","v":-10.995245885068542},{"$f":"'Section Props'!$C$123*F8*12*(h+h_slab-ybs_center-'Section Props'!$C$136)/I_cr","v":-13.260012969171227},{"$f":"'Section Props'!$C$123*G8*12*(h+h_slab-ybs_center-'Section Props'!$C$136)/I_cr","v":-16.918068884679535},{"$f":"'Section Props'!$C$123*H8*12*(h+h_slab-ybs_center-'Section Props'!$C$136)/I_cr","v":-10.958218665184852},{"$f":"'Section Props'!$C$123*I8*12*(h+h_slab-ybs_center-'Section Props'!$C$136)/I_cr","v":-13.27807580552185}]
["stress in the reinforcement at permit crossing","fs",null,{"$f":"D17+D18","v":145.65092018427583},151.57373502161158,149.3089679375089,145.65091202200057,151.61076224149525,149.29090510115827]
["stress ratio ","fr/fs",null,{"$f":"D16/D19","v":1.5015353128102682},1.4428621157142922,1.4647479185010088,1.5015353969562881,1.4425097319386915,1.464925139624619]
["Check stress ratio > 1",null,null,{"$f":"IF(D19<D16,\"OK\",\"NG\")","v":"OK"},"OK","OK","OK","OK","OK"]
[]
["Service I limit state for exterior beam due to "]
["Description",null,"Unit","At center",null,null,"At moment critical point"]
[null,null,null,"PL60T","PL65T","Custom vehicle 1","PL60T","PL65T","Custom vehicle 1"]
["Moment due to live load ","MLL+IM","kip-ft",{"$f":"'Calculation Summary'!$F$89","v":266.12068715819385},{"$f":"'Calculation Summary'!$F$90","v":351.10202172500306},{"$f":"'Calculation Summary'!$F$92","v":343.95536154236578},{"$f":"'Calculation Summary'!$G$89","v":266.12078987480714},{"$f":"'Calculation Summary'!$G$90","v":362.86642759838105},{"$f":"'Calculation Summary'!$G$92","v":345.51683310365416}]
["Moment due to dead load ","MDC","kip-ft",{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$G$14","v":395.7037434895833},{"$f":"'Calculation Summary'!$G$41","v":395.70361279016248},{"$f":"'Calculation Summary'!$G$42","v":389.0251099836662},{"$f":"'Calculation Summary'!$G$44","v":394.68970469231772}]
["Moment due to barrier weight ","MDW","kip-ft",{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"'Calculation Summary'!$I$14","v":224.72865781249999},{"$f":"'Calculation Summary'!$I$41","v":224.72857898370148},{"$f":"'Calculation Summary'!$I$42","v":220.70057068232251},{"$f":"'Calculation Summary'!$I$44","v":224.11706015181872}]
["Cracking moment","Mcr","kip-ft",{"$f":"Capacity!$G$52","v":1105.4490219942099},{"$f":"Capacity!$G$52","v":1105.4490219942099},{"$f":"Capacity!$G$52","v":1105.4490219942099},{"$f":"Capacity!$G$52","v":1105.4490219942099},{"$f":"Capacity!$G$52","v":1105.4490219942099},{"$f":"Capacity!$G$52","v":1105.4490219942099}]
["Moment above cracking momet",null,"kip-ft",{"$f":"SUM(D$26:D$28)-D$29","v":-218.89593353393275},-133.91459896712354,-141.06125914976087,-218.89604034553884,-132.85691372984024,-141.12542404641943]
["Simplified check using 0.75Mn"]
["Mdc+MDW + Mll +IM",null,"kip-ft",{"$f":"SUM(D$26:D$28)","v":886.55308846027719},971.5344230270864,964.38776284444907,886.55298164867111,972.5921082643697,964.32359794779052]
["0.75 Mn",null,"kip-ft",{"$f":"0.75*'Calculation Summary'!$B$132","v":1260.412929209552},{"$f":"0.75*'Calculation Summary'!$B$132","v":1260.412929209552},{"$f":"0.75*'Calculation Summary'!$B$132","v":1260.412929209552},{"$f":"0.75*'Calculation Summary'!$B$132","v":1260.412929209552},{"$f":"0.75*'Calculation Summary'!$B$132","v":1260.412929209552},{"$f":"0.75*'Calculation Summary'!$B$132","v":1260.412929209552}]
["Check MDC+MDW+MLL+IM < 0.75 Mn",null,null,{"$f":"IF(D33>D32,\"OK\",\"Refined method used\")","v":"OK"},"OK","OK","OK","OK","OK"]
["Moment ratio",null,null,{"$f":"D33/D32","v":1.4217004549593037},1.2973425329412251,1.3069565767736211,1.421700626245298,1.2959316845155264,1.3070435400439013]
["Check moment ratio > 1",null,null,{"$f":"IF(D35>1,\"OK\",\"Refined method used\")","v":"OK"},"OK","OK","OK","OK","OK"]
["Refined check using 0.90fy"]
[null,"fR","ksi",{"$f":"0.9*fpy","v":218.70000000000002},218.70000000000002,218.70000000000002,218.70000000000002,218.70000000000002,218.70000000000002]
[null,"fpe","ksi",{"$f":"'Prestress Losses'!$C$11-'Prestress Losses'!$C$3","v":162.56898090668011},{"$f":"'Prestress Losses'!$C$11-'Prestress Losses'!$C$3","v":162.56898090668011},{"$f":"'Prestress Losses'!$C$11-'Prestress Losses'!$C$3","v":162.56898090668011},{"$f":"'Prestress Losses'!$C$11-'Prestress Losses'!$C$3","v":162.56898090668011},{"$f":"'Prestress Losses'!$C$11-'Prestress Losses'!$C$3","v":162.56898090668011},{"$f":"'Prestress Losses'!$C$11-'Prestress Losses'!$C$3","v":162.56898090668011}]
["stress beyond effective prestress ","f","ksi",{"$f":"'Section Props'!$C$123*D30*12*(h+h_slab-ybs_center-'Section Props'!$C$136)/I_cr","v":-16.006146455338374},{"$f":"'Section Props'!$C$123*E30*12*(h+h_slab-ybs_center-'Section Props'!$C$136)/I_cr","v":-9.7921265551669592},{"$f":"'Section Props'!$C$123*F30*12*(h+h_slab-ybs_center-'Section Props'!$C$136)/I_cr","v":-10.314705881804363},{"$f":"'Section Props'!$C$123*G30*12*(h+h_slab-ybs_center-'Section Props'!$C$136)/I_cr","v":-16.006154265635178},{"$f":"'Section Props'!$C$123*H30*12*(h+h_slab-ybs_center-'Section Props'!$C$136)/I_cr","v":-9.7147863116170168},{"$f":"'Section Props'!$C$123*I30*12*(h+h_slab-ybs_center-'Section Props'!$C$136)/I_cr","v":-10.319397758517773}]
["stress in the reinforcement at permit crossing","fs",null,{"$f":"D39+D40","v":146.56283445134173},152.77685435151315,152.25427502487574,146.56282664104492,152.85419459506309,152.24958314816234]
["stress ratio ","fr/fs",null,{"$f":"D38/D41","v":1.4921927569066462},1.4314995614244621,1.4364128689606133,1.4921928364252295,1.4307752599094432,1.4364571349083508]
["Check stress ratio > 1",null,null,{"$f":"IF(D41<D38,\"OK\",\"NG\")","v":"OK"},"OK","OK","OK","OK","OK"]

{"sheet":"HL93","index":10,"n_rows":87,"n_cols":34,"rows_kept":87,"cut":false,"hidden":true,"merged":[[8,28,8,29],[9,28,9,29],[10,28,10,29],[15,28,16,28],[20,28,21,35],[0,28,0,35],[1,28,2,28],[1,29,1,30],[2,29,2,30],[5,28,5,30],[20,4,21,11],[20,12,21,19],[5,0,6,0],[8,12,8,13],[15,12,16,12],[10,4,10,5],[16,8,17,9],[18,8,18,9],[16,16,17,17],[18,16,18,17],[1,4,2,4],[9,12,9,13],[1,12,2,12],[1,13,1,14],[2,13,2,14],[5,12,5,14],[8,4,8,5],[9,4,9,5],[5,4,5,6],[1,5,1,6],[2,5,2,6],[20,20,21,27],[15,20,16,20],[10,12,10,13],[0,0,0,3],[0,4,0,11],[0,12,0,19],[0,20,0,27],[1,20,2,20],[1,21,1,22],[2,21,2,22],[5,20,5,22],[8,20,8,21],[9,20,9,21],[10,20,10,21],[15,4,16,4],[1,0,2,0]]}
["Unfactored Moment and Shear Forces for  ",null,null,null,"At Moment Critical Point",null,null,null,null,null,null,null,"At center",null,null,null,null,null,null,null,"At Shear Critical Point",null,null,null,null,null,null,null,"At Region 2"]
["Vehicle type","A. Design Vehicle",null,null,"Vehicle type",{"$f":"$B$2","v":"A. Design Vehicle"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"A. Design Vehicle"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"A. Design Vehicle"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"A. Design Vehicle"}]
[null,"HL93",null,null,null,{"$f":"$B$3","v":"HL93"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"HL93"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"HL93"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"HL93"}]
[null,null,null,null,"No of axles",{"$f":"COUNT(B45:B63)","v":3},"nos",null,null,null,null,null,"No of axles",3,"nos",null,null,null,null,null,"No of axles",3,"nos",null,null,null,null,null,"No of axles",3,"nos"]
["Unfactored moment due to"]
["Load","At Moment critical point","At center",null,"Location of moment critical point",null,null,"Point Z ",30.416666666666668,"ft from left support",null,null,"Location of center",null,null,"Point C",32.75,"ft from left support",null,null,"Location of shear critical point",null,null,"Point S",1.6107142857142858,"ft from left support",null,null,"Location of Start Point of Region 2",null,null,"Point S",1.5,"ft from left support"]
[null,"(kips-ft)","(kips-ft)"]
["A. Dead load",null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors"]
["Beam weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A9,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":360.04118561921285},{"$f":"HLOOKUP($A9,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":361.8781184895833},null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit"]
["Barrier weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A10,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":10.671180555555555},{"$f":"HLOOKUP($A10,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":10.725625000000001},null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam"]
["Diaphragm weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A11,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":23.099999999999998},{"$f":"HLOOKUP($A11,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":23.099999999999998},null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam"]
["Dc",{"$f":"SUM(B9:B11)","v":393.81236617476844},{"$f":"SUM(C9:C11)","v":395.7037434895833}]
["Wearing surface",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A13,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":223.58791059027774},{"$f":"HLOOKUP($A13,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":224.72865781249999},null,"Dynamic Allowance","IM",{"$f":"VLOOKUP($B$2,MAIN!$A$130:$B$135,2,FALSE)","v":0.33},null,null,null,null,null,"Dynamic Allowance","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33}]
["Dw",{"$f":"SUM(B13)","v":223.58791059027774},{"$f":"SUM(C13)","v":224.72865781249999}]
["B. Live load on interior beam with impact",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \"due to \",$F$3, \" with distribution and dynamic allowance\")","v":"Unfactored moment and shear force at  Point Z due to HL93 with distribution and dynamic allowance"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point C due to HL93 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to HL93 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to HL93 with distribution and impact"}]
["Design truck",{"$f":"$F$18","v":353.71489615846519},{"$f":"$N$18","v":351.37575266493718},null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear"]
["Lane load",{"$f":"DFM*0.64*('HL93'!$I$6/2)*(Bridge_span-'HL93'!$I$6)","v":100.35127684479563},{"$f":"DFM*(0.64*$Q$6/2)*(Bridge_span-$Q$6)","v":100.86326982332895},null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,null,null,null,null,null,"kips-ft","kips"]
["LL + IM",{"$f":"SUM(B16:B17)","v":454.06617300326081},{"$f":"SUM(C16:C17)","v":452.23902248826613},null,"Interior beam",353.71489615846519,18.1979491300321,null,null,null,null,null,"Interior beam",351.37575266493718,16.362861822801975,null,null,null,null,null,"Interior beam",37.75408469695315,42.906401034915852,null,null,null,null,null,"Interior beam",35.230365269872195,42.993474055105843]
["C. Live load on exterior beam with impact",null,null,null,"Exterior beam",371.10587855292312,22.493943674475155,null,4,null,null,null,"Exterior beam",368.65172717096323,20.225646833351611,null,4,null,null,null,"Exterior beam",39.610327194553349,53.035326192943224,null,null,null,null,null,"Exterior beam",36.962524895640911,53.142954563465921]
["Design truck",{"$f":"$F$19","v":371.10587855292312},{"$f":"$N$19","v":368.65172717096323}]
["Lane load",{"$f":"DFM_ext*0.64*($I$6/2)*(Bridge_span-$I$6)","v":105.2852146229981},{"$f":"DFM_ext*(0.64*$Q$6/2)*(Bridge_span-$Q$6)","v":105.82238058964265},null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and dynamic allowance for\")","v":"Unfactored moment and shear force at  Point Z  due to each axles of  HL93 \nwithout distribution and dynamic allowance for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point C due to each axles of  HL93 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  HL93 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  HL93 \nwithout distribution and impact for"}]
["LL + IM",{"$f":"SUM(B20:B21)","v":476.39109317592124},{"$f":"SUM(C20:C21)","v":474.47410776060588}]
[]
["Unfactored moment and shear force at  shear critical point due to",null,null,null,{"$f":"\"Governing axle configuration for \" & $B$3","v":"Governing axle configuration for HL93"},null,null,null,null,null,null,null,{"$f":"E24","v":"Governing axle configuration for HL93"},null,null,null,null,null,null,null,{"$f":"M24","v":"Governing axle configuration for HL93"},null,null,null,null,null,null,null,{"$f":"U24","v":"Governing axle configuration for HL93"}]
["Load","Moment  \n(kips-ft)","Shear \n(kips)",null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["A. Dead load",null,null,null,"a",8,0,16.416666666666668,70.345207803223076,-2.005089058524173,null,null,"a",8,0,18.750000000000004,75,-2.2900763358778629,null,null,"c",32,0,1.6107142857142858,50.275363763826142,31.213086150490732,null,null,"c",32,0,1.5,46.900763358778626,31.267175572519083]
["Beam weight",{"$f":"HLOOKUP($A27,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":34.720522987085452},{"$f":"'Calculation Summary'!$D$51","v":21.012530505952377},null,"b",32,14,30.416666666666668,521.34011874469888,17.139949109414758,null,null,"b",32,14,32.75,524,16,null,null,"Fr",72,9.3333333333333321,10.944047619047618,0,0,null,null,"Fr",72,9.3333333333333321,10.833333333333332,0,0]
["Barrier weight",{"$f":"HLOOKUP($A28,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":1.0290738520408163},{"$f":"'Calculation Summary'!$E$51","v":0.62278571428571428},null,"Fr",72,18.666666666666668,35.083333333333336,0,0,null,null,"Fr",72,18.666666666666668,37.416666666666671,0,0,null,null,"b",32,14,15.610714285714286,39.25856987069637,24.373391494002181,null,null,"b",32,14,15.5,36.641221374045799,24.427480916030532]
["Diaphragm weight",{"$f":"HLOOKUP($A29,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":2.5967857142857143},{"$f":"'Calculation Summary'!$F$51","v":1.0999999999999999},null,"c",32,28,44.416666666666671,313.29940627650547,10.300254452926207,null,null,"c",32,28,46.75,300,9.1603053435114496,null,null,"a",8,28,29.610714285714288,7.0604439943916502,4.3834242093784077,null,null,"a",8,28,29.5,6.5954198473282446,4.3969465648854964]
["Dc",{"$f":"SUM(B27:B29)","v":38.346382553411985},{"$f":"SUM(C27:C29)","v":22.735316220238094}]
["Wearing surface",{"$f":"HLOOKUP($A31,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":21.561669884885202},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428}]
["Dw",{"$f":"SUM(B31)","v":21.561669884885202},{"$f":"SUM(C31)","v":13.048917678571428}]
["B. Live load on interior beam with impact"]
["Design truck",{"$f":"$V$18","v":37.75408469695315},{"$f":"$W$18","v":42.906401034915852}]
["Lane load",{"$f":"DFM*0.64*($Y$6/2)*(Bridge_span-$Y$6)","v":9.6773617953755924},{"$f":"DFV*0.64*(Bridge_span*0.5-$Y$6)","v":10.720763829767646}]
["LL + IM",{"$f":"SUM(B34:B35)","v":47.431446492328746},{"$f":"SUM(C34:C35)","v":53.6271648646835}]
["C. Live load on exterior beam with impact"]
["Design truck",{"$f":"$V$19","v":39.610327194553349},{"$f":"$W$19","v":53.035326192943224}]
["Lane load",{"$f":"DFM_ext*0.64*($Y$6/2)*(Bridge_span-$Y$6)","v":10.153165416981562},{"$f":"DFV_ext*0.64*(Bridge_span*0.5-$Y$6)","v":13.251617311984353}]
["LL + IM",{"$f":"SUM(B38:B39)","v":49.763492611534915},{"$f":"SUM(C38:C39)","v":66.286943504927578}]
[]
[{"$f":"\"Axle configuration for \" & $B$3","v":"Axle configuration for HL93"}]
["Axle No","Load\n(kips)","Distance from first axle\n(ft)"]
["Fr",{"$f":"SUM(B45:B47)","v":72},{"$f":"SUMPRODUCT(B45:B47,C45:C47)/B44","v":18.666666666666668}]
["a",8,0]
["b",32,14]
["c",32,28]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Temporary trials",null,null,null,{"$f":"A81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"E81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"M81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"U81","v":"Temporary trials"}]
[{"$f":"\"axle configuration for \" & $B$3","v":"axle configuration for HL93"},null,null,null,{"$f":"A82","v":"axle configuration for HL93"},null,null,null,"Trial Z",30.416666666666668,null,null,{"$f":"E82","v":"axle configuration for HL93"},null,null,null,"Trial Z",32.75,null,null,{"$f":"M82","v":"axle configuration for HL93"},null,null,null,null,null,null,null,{"$f":"U82","v":"axle configuration for HL93"}]
["axle No","Load\n(kips)","Distance from first axle\n(ft)",null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["Fr",{"$f":"SUM(B85:B87)","v":72},{"$f":"SUMPRODUCT(B85:B87,C85:C87)/B84","v":18.666666666666668},null,{"$f":"_xlfn.SORTBY(A84:C87,C84:C87)","v":"a"},8,0,16.416666666666668,70.345207803223076,-2.005089058524173,null,null,{"$f":"_xlfn.SORTBY(A84:C87,C84:C87)","v":"a"},8,0,18.750000000000004,75,-2.2900763358778629,null,null,"c",32,0,1.6107142857142858,50.275363763826142,31.213086150490732,null,null,"c",32,0,1.5,46.900763358778626,31.267175572519083]
["a",8,0,null,"b",32,14,30.416666666666668,521.34011874469888,17.139949109414758,null,null,"b",32,14,32.75,524,16,null,null,"Fr",72,9.3333333333333321,10.944047619047618,0,0,null,null,"Fr",72,9.3333333333333321,10.833333333333332,0,0]
["b",32,14,null,"Fr",72,18.666666666666668,35.083333333333336,0,0,null,null,"Fr",72,18.666666666666668,37.416666666666671,0,0,null,null,"b",32,14,15.610714285714286,39.25856987069637,24.373391494002181,null,null,"b",32,14,15.5,36.641221374045799,24.427480916030532]
["c",32,28,null,"c",32,28,44.416666666666671,313.29940627650547,10.300254452926207,null,null,"c",32,28,46.75,300,9.1603053435114496,null,null,"a",8,28,29.610714285714288,7.0604439943916502,4.3834242093784077,null,null,"a",8,28,29.5,6.5954198473282446,4.3969465648854964]

{"sheet":"HL93_Tandem","index":11,"n_rows":86,"n_cols":34,"rows_kept":86,"cut":false,"hidden":true,"merged":[[18,8,18,9],[18,16,18,17],[20,4,21,11],[20,12,21,19],[20,20,21,27],[15,4,16,4],[15,12,16,12],[15,20,16,20],[16,8,17,9],[16,16,17,17],[9,4,9,5],[9,12,9,13],[9,20,9,21],[10,4,10,5],[10,12,10,13],[10,20,10,21],[5,0,6,0],[5,4,5,6],[5,12,5,14],[5,20,5,22],[8,4,8,5],[8,12,8,13],[8,20,8,21],[0,0,0,3],[0,4,0,11],[0,12,0,19],[0,20,0,27],[1,0,2,0],[1,4,2,4],[1,5,1,6],[1,12,2,12],[1,13,1,14],[1,20,2,20],[1,21,1,22],[2,5,2,6],[2,13,2,14],[2,21,2,22],[0,28,0,35],[1,28,2,28],[1,29,1,30],[2,29,2,30],[5,28,5,30],[8,28,8,29],[9,28,9,29],[10,28,10,29],[15,28,16,28],[20,28,21,35]]}
["Unfactored Moment and Shear Forces for  ",null,null,null,"At Moment Critical Point",null,null,null,null,null,null,null,"At center",null,null,null,null,null,null,null,"At Shear Critical Point",null,null,null,null,null,null,null,"At Region 2"]
["Vehicle type","A. Design Vehicle",null,null,"Vehicle type",{"$f":"$B$2","v":"A. Design Vehicle"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"A. Design Vehicle"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"A. Design Vehicle"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"A. Design Vehicle"}]
[null,"HL93_Tandem",null,null,null,{"$f":"$B$3","v":"HL93_Tandem"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"HL93_Tandem"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"HL93_Tandem"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"HL93_Tandem"}]
[null,null,null,null,"No of axles",{"$f":"COUNT(B45:B63)","v":2},"nos",null,null,null,null,null,"No of axles",3,"nos",null,null,null,null,null,"No of axles",3,"nos",null,null,null,null,null,"No of axles",3,"nos"]
["Unfactored moment due to"]
["Load","At Moment critical point","At center",null,"Location of moment critical point",null,null,"Point Z ",33.75,"ft from left support",null,null,"Location of center",null,null,"Point C",32.75,"ft from left support",null,null,"Location of shear critical point",null,null,"Point S",1.6107142857142858,"ft from left support",null,null,"Location of Start Point of Region 2",null,null,"Point S",1.5,"ft from left support"]
[null,"(kips-ft)","(kips-ft)"]
["A. Dead load",null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors"]
["Beam weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A9,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":361.54072265624995},{"$f":"HLOOKUP($A9,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":361.8781184895833},null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit"]
["Barrier weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A10,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":10.715625000000001},{"$f":"HLOOKUP($A10,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":10.725625000000001},null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam"]
["Diaphragm weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A11,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":23.099999999999998},{"$f":"HLOOKUP($A11,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":23.099999999999998},null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam"]
["Dc",{"$f":"SUM(B9:B11)","v":395.35634765624997},{"$f":"SUM(C9:C11)","v":395.7037434895833}]
["Wearing surface",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A13,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.51913281249998},{"$f":"HLOOKUP($A13,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":224.72865781249999},null,"Dynamic Allowance","IM",{"$f":"VLOOKUP($B$2,MAIN!$A$130:$B$135,2,FALSE)","v":0.33},null,null,null,null,null,"Dynamic Allowance","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33}]
["Dw",{"$f":"SUM(B13)","v":224.51913281249998},{"$f":"SUM(C13)","v":224.72865781249999}]
["B. Live load on interior beam with impact",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \"due to \",$F$3, \" with distribution and dynamic allowance\")","v":"Unfactored moment and shear force at  Point Z due to HL93_Tandem with distribution and dynamic allowance"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point C due to HL93_Tandem with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to HL93_Tandem with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to HL93_Tandem with distribution and impact"}]
["Design truck",{"$f":"$F$18","v":300.7656681051875},{"$f":"$N$18","v":300.46730796570682},null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear"]
["Lane load",{"$f":"DFM*0.64*(HL93_Tandem!$I$6/2)*(Bridge_span-HL93_Tandem!$I$6)","v":100.76923029665956},{"$f":"DFM*(0.64*$Q$6/2)*(Bridge_span-$Q$6)","v":100.86326982332895},null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,null,null,null,null,null,"kips-ft","kips"]
["LL + IM",{"$f":"SUM(B16:B17)","v":401.53489840184704},{"$f":"SUM(C16:C17)","v":401.33057778903577},null,"Interior beam",300.7656681051875,0.54615693667563259,null,null,null,null,null,"Interior beam",300.46730796570682,1.0923138733512665,null,null,null,null,null,"Interior beam",29.742315925177895,33.80126269875732,null,null,null,null,null,"Interior beam",27.747492971698119,33.861730073889262]
["C. Live load on exterior beam with impact",null,null,null,"Exterior beam",315.55331345369257,0.67508834557248287,null,2,null,null,null,"Exterior beam",315.24028394068745,1.3501766911449675,null,2,null,null,null,"Exterior beam",31.204646458165815,41.780735501519899,null,null,null,null,null,"Exterior beam",29.111744709473278,41.855477425493994]
["Design truck",{"$f":"$F$19","v":315.55331345369257},{"$f":"$N$19","v":315.24028394068745}]
["Lane load",{"$f":"DFM_ext*0.64*($I$6/2)*(Bridge_span-$I$6)","v":105.723717452912},{"$f":"DFM_ext*(0.64*$Q$6/2)*(Bridge_span-$Q$6)","v":105.82238058964265},null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and dynamic allowance for\")","v":"Unfactored moment and shear force at  Point Z  due to each axles of  HL93_Tandem \nwithout distribution and dynamic allowance for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point C due to each axles of  HL93_Tandem \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  HL93_Tandem \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  HL93_Tandem \nwithout distribution and impact for"}]
["LL + IM",{"$f":"SUM(B20:B21)","v":421.27703090660458},{"$f":"SUM(C20:C21)","v":421.0626645303301}]
[]
["Unfactored moment and shear force at  shear critical point due to",null,null,null,{"$f":"\"Governing axle configuration for \" & $B$3","v":"Governing axle configuration for HL93_Tandem"},null,null,null,null,null,null,null,{"$f":"E24","v":"Governing axle configuration for HL93_Tandem"},null,null,null,null,null,null,null,{"$f":"M24","v":"Governing axle configuration for HL93_Tandem"},null,null,null,null,null,null,null,{"$f":"U24","v":"Governing axle configuration for HL93_Tandem"}]
["Load","Moment  \n(kips-ft)","Shear \n(kips)",null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["A. Dead load",null,null,null,"a",25,0,29.75,360.52003816793905,-11.354961832061068,null,null,"a",25,0,28.75,359.375,-10.973282442748092,null,null,"b",25,0,1.6107142857142858,39.277627940489175,24.385223555070883,null,null,"b",25,0,1.5,36.641221374045799,24.427480916030532]
["Beam weight",{"$f":"HLOOKUP($A27,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":34.720522987085452},{"$f":"'Calculation Summary'!$D$51","v":21.012530505952377},null,"Fr",50,2,31.75,0,0,null,null,"Fr",50,2,30.75,0,0,null,null,"Fr",50,2,3.6107142857142858,0,0,null,null,"Fr",50,2,3.5,0,0]
["Barrier weight",{"$f":"HLOOKUP($A28,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":1.0290738520408163},{"$f":"'Calculation Summary'!$E$51","v":0.62278571428571428},null,"b",25,4,33.75,408.99332061068696,12.118320610687022,null,null,"b",25,4,32.75,409.375,12.5,null,null,"a",25,4,5.6107142857142858,36.818522160772709,22.858505997818977,null,null,"a",25,4,5.5,34.351145038167942,22.900763358778626]
["Diaphragm weight",{"$f":"HLOOKUP($A29,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":2.5967857142857143},{"$f":"'Calculation Summary'!$F$51","v":1.0999999999999999}]
["Dc",{"$f":"SUM(B27:B29)","v":38.346382553411985},{"$f":"SUM(C27:C29)","v":22.735316220238094}]
["Wearing surface",{"$f":"HLOOKUP($A31,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":21.561669884885202},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428}]
["Dw",{"$f":"SUM(B31)","v":21.561669884885202},{"$f":"SUM(C31)","v":13.048917678571428}]
["B. Live load on interior beam with impact"]
["Design truck",{"$f":"$V$18","v":29.742315925177895},{"$f":"$W$18","v":33.80126269875732}]
["Lane load",{"$f":"DFM*0.64*($Y$6/2)*(Bridge_span-$Y$6)","v":9.6773617953755924},{"$f":"DFV*0.64*(Bridge_span*0.5-$Y$6)","v":10.720763829767646}]
["LL + IM",{"$f":"SUM(B34:B35)","v":39.419677720553487},{"$f":"SUM(C34:C35)","v":44.522026528524968}]
["C. Live load on exterior beam with impact"]
["Design truck",{"$f":"$V$19","v":31.204646458165815},{"$f":"$W$19","v":41.780735501519899}]
["Lane load",{"$f":"DFM_ext*0.64*($Y$6/2)*(Bridge_span-$Y$6)","v":10.153165416981562},{"$f":"DFV_ext*0.64*(Bridge_span*0.5-$Y$6)","v":13.251617311984353}]
["LL + IM",{"$f":"SUM(B38:B39)","v":41.357811875147377},{"$f":"SUM(C38:C39)","v":55.032352813504254}]
[]
[{"$f":"\"Axle configuration for \" & $B$3","v":"Axle configuration for HL93_Tandem"}]
["Axle No","Load\n(kips)","Distance from first axle\n(ft)"]
["Fr",{"$f":"SUM(B45:B47)","v":50},{"$f":"SUMPRODUCT(B45:B47,C45:C47)/B44","v":2}]
["a",25,0]
["b",25,4]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Temporary trials",null,null,null,{"$f":"A81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"E81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"M81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"U81","v":"Temporary trials"}]
[{"$f":"\"axle configuration for \" & $B$3","v":"axle configuration for HL93_Tandem"},null,null,null,{"$f":"A82","v":"axle configuration for HL93_Tandem"},null,null,null,"Trial Z",32.75,null,null,{"$f":"E82","v":"axle configuration for HL93_Tandem"},null,null,null,"Trial Z",32.75,null,null,{"$f":"M82","v":"axle configuration for HL93_Tandem"},null,null,null,null,null,null,null,{"$f":"U82","v":"axle configuration for HL93_Tandem"}]
["axle No","Load\n(kips)","Distance from first axle\n(ft)",null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["Fr",{"$f":"SUM(B85:B86)","v":50},{"$f":"SUMPRODUCT(B85:B86,C85:C86)/B84","v":2},null,{"$f":"_xlfn.SORTBY(A84:C86,C84:C86)","v":"a"},25,0,28.75,0,0,null,null,{"$f":"_xlfn.SORTBY(A84:C86,C84:C86)","v":"a"},25,0,28.75,0,0,null,null,"b",25,0,1.6107142857142858,39.277627940489175,24.385223555070883,null,null,"b",25,0,1.5,36.641221374045799,24.427480916030532]
["a",25,0,null,"Fr",50,2,32.75,0,0,null,null,"Fr",50,2,32.75,0,0,null,null,"Fr",50,2,3.6107142857142858,0,0,null,null,"Fr",50,2,3.5,0,0]
["b",25,4,null,"b",25,4,32.75,409.375,12.5,null,null,"b",25,4,32.75,409.375,12.5,null,null,"a",25,4,5.6107142857142858,36.818522160772709,22.858505997818977,null,null,"a",25,4,5.5,34.351145038167942,22.900763358778626]

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["Unfactored Moment and Shear Forces for  ",null,null,null,"At Moment Critical Point",null,null,null,null,null,null,null,"At center",null,null,null,null,null,null,null,"At Shear Critical Point",null,null,null,null,null,null,null,"At Region 2"]
["Vehicle type","B. Ohio Legal Vehicles",null,null,"Vehicle Type",{"$f":"$B$2","v":"B. Ohio Legal Vehicles"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"B. Ohio Legal Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"B. Ohio Legal Vehicles"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"B. Ohio Legal Vehicles"}]
[null,"2F1",null,null,null,{"$f":"$B$3","v":"2F1"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"2F1"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"2F1"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"2F1"}]
[null,null,null,null,"No of axles",{"$f":"COUNT(B45:B63)","v":2},"nos",null,null,null,null,null,"No of axles",{"$f":"F4","v":2},"nos",null,null,null,null,null,"No of axles",{"$f":"N4","v":2},"nos",null,null,null,null,null,"No of axles",3,"nos"]
["Unfactored moment due to"]
["Load","At Moment critical point","At center",null,"Location of moment critical point",null,null,"Point Z ",34.416666666666671,"ft from left support",null,null,"Location of center",null,null,"Point C",32.75,"ft from left support",null,null,"Location of shear critical point",null,null,"Point S",1.6107142857142858,"ft from left support",null,null,"Location of Start Point of Region 2",null,null,"Point S",1.5,"ft from left support"]
[null,"(kips-ft)","(kips-ft)"]
["A. Dead load",null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors"]
["Beam weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A9,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":360.94090784143515},{"$f":"HLOOKUP($A9,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":361.8781184895833},null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit"]
["Barrier weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A10,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":10.697847222222222},{"$f":"HLOOKUP($A10,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":10.725625000000001},null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam"]
["Diaphragm weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A11,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":23.099999999999998},{"$f":"HLOOKUP($A11,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":23.099999999999998},null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam"]
["Dc",{"$f":"SUM(B9:B11)","v":394.73875506365738},{"$f":"SUM(C9:C11)","v":395.7037434895833}]
["Wearing surface",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A13,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.14664392361109},{"$f":"HLOOKUP($A13,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":224.72865781249999},null,"Dynamic factor","IM",{"$f":"VLOOKUP($B$2,MAIN!$A$130:$B$135,2,FALSE)","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33}]
["Dw",{"$f":"SUM(B13)","v":224.14664392361109},{"$f":"SUM(C13)","v":224.72865781249999}]
["B. Live load on interior beam with impact",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \"due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point Z due to 2F1 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point C due to 2F1 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to 2F1 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to 2F1 with distribution and impact"}]
["Design truck",{"$f":"$F$18","v":172.96061602416609},{"$f":"$N$18","v":172.46334912503173},null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear"]
["Lane load",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,null,null,null,null,null,"kips-ft","kips"]
["LL + IM",{"$f":"SUM(B16:B17)","v":172.96061602416609},{"$f":"SUM(C16:C17)","v":172.46334912503173},null,"Interior beam",172.96061602416609,4.12348487190103,null,null,null,null,null,"Interior beam",172.46334912503173,4.6696418085766647,null,null,null,null,null,"Interior beam",17.460931203947418,19.843832069913883,null,null,null,null,null,"Interior beam",16.290463615642121,19.880112494993053]
["C. Live load on exterior beam with impact",null,null,null,"Exterior beam",181.46451297868759,5.09691700907225,null,2,null,null,null,"Exterior beam",180.94279712367913,5.7720053546447367,null,2,null,null,null,"Exterior beam",18.319426988141501,24.528370624453952,null,null,null,null,null,"Exterior beam",17.09141141007786,24.573215778838406]
["Design Truck",{"$f":"$F$19","v":181.46451297868759},{"$f":"$N$19","v":180.94279712367913}]
["Lane Load",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point Z  due to each axles of  2F1 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point C due to each axles of  2F1 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  2F1 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  2F1 \nwithout distribution and impact for"}]
["LL + IM",{"$f":"SUM(B20:B21)","v":181.46451297868759},{"$f":"SUM(C20:C21)","v":180.94279712367913}]
[]
["Unfactored moment and shear force at  shear critical point due to",null,null,null,{"$f":"\"Governing axle configuration for \" & $B$3","v":"Governing axle configuration for 2F1"},null,null,null,null,null,null,null,{"$f":"E24","v":"Governing axle configuration for 2F1"},null,null,null,null,null,null,null,{"$f":"M24","v":"Governing axle configuration for 2F1"},null,null,null,null,null,null,null,{"$f":"U24","v":"Governing axle configuration for 2F1"}]
["Load","Moment  \n(kips-ft)","Shear \n(kips)",null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["A. Dead load",null,null,null,"a",10,0,24.416666666666668,115.87044105173874,-3.7277353689567434,null,null,"a",10,0,22.749999999999996,113.74999999999997,-3.4732824427480913,null,null,"b",20,0,1.6107142857142858,31.422102352391338,19.508178844056708,null,null,"b",20,0,1.5,29.31297709923664,19.541984732824428]
["Beam weight",{"$f":"HLOOKUP($A27,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":34.720522987085452},{"$f":"'Calculation Summary'!$D$51","v":21.012530505952377},null,"Fr",30,6.666666666666667,31.083333333333336,0,0,null,null,"Fr",30,6.666666666666667,29.416666666666664,0,0,null,null,"Fr",30,3.333333333333333,4.9440476190476188,0,0,null,null,"Fr",30,3.333333333333333,4.833333333333333,0,0]
["Barrier weight",{"$f":"HLOOKUP($A28,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":1.0290738520408163},{"$f":"'Calculation Summary'!$E$51","v":0.62278571428571428},null,"b",20,10,34.416666666666671,326.65182357930451,9.4910941475826949,null,null,"b",20,10,32.75,327.5,10,null,null,"a",10,10,11.610714285714286,13.251945396479204,8.227371864776444,null,null,"a",10,10,11.5,12.366412213740459,8.2442748091603058]
["Diaphragm weight",{"$f":"HLOOKUP($A29,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":2.5967857142857143},{"$f":"'Calculation Summary'!$F$51","v":1.0999999999999999}]
["Dc",{"$f":"SUM(B27:B29)","v":38.346382553411985},{"$f":"SUM(C27:C29)","v":22.735316220238094}]
["Wearing surface",{"$f":"HLOOKUP($A31,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":21.561669884885202},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428}]
["Dw",{"$f":"SUM(B31)","v":21.561669884885202},{"$f":"SUM(C31)","v":13.048917678571428}]
["B. Live load on interior beam with impact"]
["Design truck",{"$f":"$V$18","v":17.460931203947418},{"$f":"$W$18","v":19.843832069913883}]
["Lane load"]
["LL + IM",{"$f":"SUM(B34:B35)","v":17.460931203947418},{"$f":"SUM(C34:C35)","v":19.843832069913883}]
["C. Live load on exterior beam with impact"]
["Design truck",{"$f":"$V$19","v":18.319426988141501},{"$f":"$W$19","v":24.528370624453952}]
["Lane load"]
["LL + IM",{"$f":"SUM(B38:B39)","v":18.319426988141501},{"$f":"SUM(C38:C39)","v":24.528370624453952}]
[]
[{"$f":"\"Axle configuration for \" & $B$3","v":"Axle configuration for 2F1"}]
["Axle no ","Load\n(kips)","Distance from first axle\n(ft)"]
["Fr",{"$f":"SUM(B45:B46)","v":30},{"$f":"SUMPRODUCT(B45:B46,C45:C46)/B44","v":6.666666666666667}]
["a",10,0]
["b",20,10]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
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[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Temporary trials",null,null,null,{"$f":"A81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"E81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"M81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"U81","v":"Temporary trials"}]
[{"$f":"\"axle configuration for \" & $B$3","v":"axle configuration for 2F1"},null,null,null,{"$f":"A82","v":"axle configuration for 2F1"},null,null,null,"Trial Z",32.75,null,null,{"$f":"E82","v":"axle configuration for 2F1"},null,null,null,"Trial Z",32.75,null,null,{"$f":"M82","v":"axle configuration for 2F1"},null,null,null,null,null,null,null,{"$f":"U82","v":"axle configuration for 2F1"}]
["axle No","Load\n(kips)","Distance from first axle\n(ft)",null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["Fr",{"$f":"SUM(B85:B86)","v":30},{"$f":"SUMPRODUCT(B85:B86,C85:C86)/B84","v":6.666666666666667},null,{"$f":"_xlfn.SORTBY(A84:C86,C84:C86)","v":"a"},10,0,22.75,0,0,null,null,{"$f":"_xlfn.SORTBY(A84:C86,C84:C86)","v":"a"},10,0,22.75,0,0,null,null,"b",20,0,1.6107142857142858,31.422102352391338,19.508178844056708,null,null,"b",20,0,1.5,29.31297709923664,19.541984732824428]
["a",10,0,null,"Fr",30,6.666666666666667,32.75,0,0,null,null,"Fr",30,6.666666666666667,32.75,0,0,null,null,"Fr",30,3.333333333333333,4.9440476190476188,0,0,null,null,"Fr",30,3.333333333333333,4.833333333333333,0,0]
["b",20,10,null,"b",20,10,32.75,327.5,10,null,null,"b",20,10,32.75,327.5,10,null,null,"a",10,10,11.610714285714286,13.251945396479204,8.227371864776444,null,null,"a",10,10,11.5,12.366412213740459,8.2442748091603058]

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["Unfactored Moment and Shear Forces for  ",null,null,null,"At Moment Critical Point",null,null,null,null,null,null,null,"At center",null,null,null,null,null,null,null,"At Shear Critical Point",null,null,null,null,null,null,null,"At Region 2"]
["Vehicle type","B. Ohio Legal Vehicles",null,null,"Vehicle Type:",{"$f":"$B$2","v":"B. Ohio Legal Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"B. Ohio Legal Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"B. Ohio Legal Vehicles"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"B. Ohio Legal Vehicles"}]
[null,"3F1",null,null,null,{"$f":"$B$3","v":"3F1"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"3F1"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"3F1"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"3F1"}]
[null,null,null,null,"No of axles",{"$f":"COUNT(B45:B63)","v":3},"nos",null,null,null,null,null,"No of axles",{"$f":"F4","v":3},"nos",null,null,null,null,null,"No of axles",{"$f":"N4","v":3},"nos",null,null,null,null,null,"No of axles",3,"nos"]
["Unfactored moment due to"]
["Load","At Moment critical point","At center",null,"Location of moment critical point",null,null,"Point Z ",33.315217391304351,"ft from left support",null,null,"Location of center",null,null,"Point C",32.75,"ft from left support",null,null,"Location of shear critical point",null,null,"Point S",1.6107142857142858,"ft from left support",null,null,"Location of Start Point of Region 2",null,null,"Point S",1.5,"ft from left support"]
[null,"(kips-ft)","(kips-ft)"]
["A. Dead load",null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors"]
["Beam weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A9,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":361.77033040672256},{"$f":"HLOOKUP($A9,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":361.8781184895833},null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit"]
["Barrier weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A10,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":10.722430293005672},{"$f":"HLOOKUP($A10,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":10.725625000000001},null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam"]
["Diaphragm weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A11,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":23.1},{"$f":"HLOOKUP($A11,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":23.099999999999998},null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam"]
["Dc",{"$f":"SUM(B9:B11)","v":395.59276069972827},{"$f":"SUM(C9:C11)","v":395.7037434895833}]
["Wearing surface",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A13,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.66172071420129},{"$f":"HLOOKUP($A13,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":224.72865781249999},null,"Dynamic factor","IM",{"$f":"VLOOKUP($B$2,MAIN!$A$130:$B$135,2,FALSE)","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33}]
["Dw",{"$f":"SUM(B13)","v":224.66172071420129},{"$f":"SUM(C13)","v":224.72865781249999}]
["B. Live load on interior beam with impact",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \"due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point Z due to 3F1 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point C due to 3F1 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to 3F1 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to 3F1 with distribution and impact"}]
["Design truck",{"$f":"$F$18","v":257.75672969455599},{"$f":"$N$18","v":257.6690377579086},null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear"]
["Lane load",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,null,null,null,null,null,"kips-ft","kips"]
["LL + IM",{"$f":"SUM(B16:B17)","v":257.75672969455599},{"$f":"SUM(C16:C17)","v":257.6690377579086},null,"Interior beam",257.75672969455599,8.1541230645672051,null,null,null,null,null,"Interior beam",257.6690377579086,8.4381246716385352,null,null,null,null,null,"Interior beam",25.978880586990112,29.524229705230912,null,null,null,null,null,"Interior beam",24.238777731405968,29.579859690352304]
["C. Live load on exterior beam with impact",null,null,null,"Exterior beam",270.42976890453832,10.079068999397181,null,4,null,null,null,"Exterior beam",270.33776544767244,10.430114939094874,null,4,null,null,null,"Exterior beam",27.256175549183798,36.494022226149553,null,null,null,null,null,"Exterior beam",25.43051763653343,36.562784796205726]
["Design Truck",{"$f":"$F$19","v":270.42976890453832},{"$f":"$N$19","v":270.33776544767244}]
["Lane Load",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point Z  due to each axles of  3F1 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point C due to each axles of  3F1 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  3F1 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  3F1 \nwithout distribution and impact for"}]
["LL + IM",{"$f":"SUM(B20:B21)","v":270.42976890453832},{"$f":"SUM(C20:C21)","v":270.33776544767244}]
[]
["Unfactored moment and shear force at  shear critical point due to",null,null,null,{"$f":"\"Governing axle configuration for \" & $B$3","v":"Governing axle configuration for 3F1"},null,null,null,null,null,null,null,{"$f":"E24","v":"Governing axle configuration for 3F1"},null,null,null,null,null,null,null,{"$f":"M24","v":"Governing axle configuration for 3F1"},null,null,null,null,null,null,null,{"$f":"U24","v":"Governing axle configuration for 3F1"}]
["Load","Moment  \n(kips-ft)","Shear \n(kips)",null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["A. Dead load",null,null,null,"a",12,0,23.315217391304351,137.47698379485996,-4.2714902090939262,null,null,"a",12,0,22.75,136.5,-4.1679389312977104,null,null,"c",17,0,1.6107142857142858,26.708786999532638,16.581952017448202,null,null,"c",17,0,1.5,24.916030534351144,16.610687022900763]
["Beam weight",{"$f":"HLOOKUP($A27,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":34.720522987085452},{"$f":"'Calculation Summary'!$D$51","v":21.012530505952377},null,"Fr",46,8.8695652173913047,32.184782608695656,0,0,null,null,"Fr",46,8.8695652173913047,31.619565217391305,0,0,null,null,"b",17,4,5.6107142857142858,25.036595069325443,15.543784078516904,null,null,"b",17,4,5.5,23.358778625954201,15.572519083969466]
["Barrier weight",{"$f":"HLOOKUP($A28,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":1.0290738520408163},{"$f":"'Calculation Summary'!$E$51","v":0.62278571428571428},null,"b",17,10,33.315217391304351,278.29208394060521,8.3533023564553588,null,null,"b",17,10,32.75,278.375,8.5,null,null,"Fr",46,5.1304347826086953,6.7411490683229811,0,0,null,null,"Fr",46,5.1304347826086953,6.6304347826086953,0,0]
["Diaphragm weight",{"$f":"HLOOKUP($A29,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":2.5967857142857143},{"$f":"'Calculation Summary'!$F$51","v":1.0999999999999999},null,"c",17,14,37.315217391304351,243.70529336642664,7.315134417524062,null,null,"c",17,14,36.75,244.375,7.4618320610687023,null,null,"a",12,14,15.610714285714286,14.72196370151114,9.1400218102508184,null,null,"a",12,14,15.5,13.740458015267174,9.1603053435114496]
["Dc",{"$f":"SUM(B27:B29)","v":38.346382553411985},{"$f":"SUM(C27:C29)","v":22.735316220238094}]
["Wearing surface",{"$f":"HLOOKUP($A31,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":21.561669884885202},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428}]
["Dw",{"$f":"SUM(B31)","v":21.561669884885202},{"$f":"SUM(C31)","v":13.048917678571428}]
["B. Live load on interior beam with impact"]
["Design truck",{"$f":"$V$18","v":25.978880586990112},{"$f":"$W$18","v":29.524229705230912}]
["Lane load"]
["LL + IM",{"$f":"SUM(B34:B35)","v":25.978880586990112},{"$f":"SUM(C34:C35)","v":29.524229705230912}]
["C. Live load on exterior beam with impact"]
["Design truck",{"$f":"$V$19","v":27.256175549183798},{"$f":"$W$19","v":36.494022226149553}]
["Lane load"]
["LL + IM",{"$f":"SUM(B38:B39)","v":27.256175549183798},{"$f":"SUM(C38:C39)","v":36.494022226149553}]
[]
[{"$f":"\"Axle configuration for \" & $B$3","v":"Axle configuration for 3F1"}]
["Axle no ","Load\n(kips)","Distance from first axle\n(ft)"]
["Fr",{"$f":"SUM(B45:B47)","v":46},{"$f":"SUMPRODUCT(B45:B47,C45:C47)/B44","v":8.8695652173913047}]
["a",12,0]
["b",17,10]
["c",17,14]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Temporary trials",null,null,null,{"$f":"A81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"E81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"M81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"U81","v":"Temporary trials"}]
[{"$f":"\"axle configuration for \" & $B$3","v":"axle configuration for 3F1"},null,null,null,{"$f":"A82","v":"axle configuration for 3F1"},null,null,null,"Trial Z",33.315217391304351,null,null,{"$f":"E82","v":"axle configuration for 3F1"},null,null,null,"Trial Z",32.75,null,null,{"$f":"M82","v":"axle configuration for 3F1"},null,null,null,null,null,null,null,{"$f":"U82","v":"axle configuration for 3F1"}]
["axle No","Load\n(kips)","Distance from first axle\n(ft)",null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["Fr",{"$f":"SUM(B85:B87)","v":46},{"$f":"SUMPRODUCT(B85:B87,C85:C87)/B84","v":8.8695652173913047},null,{"$f":"_xlfn.SORTBY(A84:C87,C84:C87)","v":"a"},12,0,23.315217391304351,137.47698379485996,-4.2714902090939262,null,null,{"$f":"_xlfn.SORTBY(A84:C87,C84:C87)","v":"a"},12,0,22.75,136.5,-4.1679389312977104,null,null,"c",17,0,1.6107142857142858,26.708786999532638,16.581952017448202,null,null,"c",17,0,1.5,24.916030534351144,16.610687022900763]
["a",12,0,null,"Fr",46,8.8695652173913047,32.184782608695656,0,0,null,null,"Fr",46,8.8695652173913047,31.619565217391305,0,0,null,null,"b",17,4,5.6107142857142858,25.036595069325443,15.543784078516904,null,null,"b",17,4,5.5,23.358778625954201,15.572519083969466]
["b",17,10,null,"b",17,10,33.315217391304351,278.29208394060521,8.3533023564553588,null,null,"b",17,10,32.75,278.375,8.5,null,null,"Fr",46,5.1304347826086953,6.7411490683229811,0,0,null,null,"Fr",46,5.1304347826086953,6.6304347826086953,0,0]
["c",17,14,null,"c",17,14,37.315217391304351,243.70529336642664,7.315134417524062,null,null,"c",17,14,36.75,244.375,7.4618320610687023,null,null,"a",12,14,15.610714285714286,14.72196370151114,9.1400218102508184,null,null,"a",12,14,15.5,13.740458015267174,9.1603053435114496]

{"sheet":"5C1","index":14,"n_rows":89,"n_cols":34,"rows_kept":89,"cut":false,"hidden":true,"merged":[[16,8,17,9],[18,8,18,9],[16,16,17,17],[18,16,18,17],[0,0,0,3],[0,4,0,11],[0,12,0,19],[0,20,0,27],[1,0,2,0],[1,4,2,4],[1,5,1,6],[1,12,2,12],[1,13,1,14],[1,20,2,20],[1,21,1,22],[2,5,2,6],[2,13,2,14],[2,21,2,22],[20,4,21,11],[20,12,21,19],[20,20,21,27],[5,0,6,0],[5,4,5,6],[5,12,5,14],[5,20,5,22],[8,4,8,5],[8,12,8,13],[8,20,8,21],[9,4,9,5],[9,12,9,13],[9,20,9,21],[10,4,10,5],[10,12,10,13],[10,20,10,21],[0,28,0,35],[1,28,2,28],[1,29,1,30],[2,29,2,30],[5,28,5,30],[8,28,8,29],[9,28,9,29],[10,28,10,29],[15,28,16,28],[20,28,21,35]]}
["Unfactored Moment and Shear Forces for  ",null,null,null,"At Moment Critical Point",null,null,null,null,null,null,null,"At center",null,null,null,null,null,null,null,"At Shear Critical Point",null,null,null,null,null,null,null,"At Region 2"]
["Vehicle type","B. Ohio Legal Vehicles",null,null,"Vehicle Type:",{"$f":"$B$2","v":"B. Ohio Legal Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"B. Ohio Legal Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"B. Ohio Legal Vehicles"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"B. Ohio Legal Vehicles"}]
[null,"5C1",null,null,null,{"$f":"$B$3","v":"5C1"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"5C1"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"5C1"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"5C1"}]
[null,null,null,null,"No of axles",{"$f":"COUNT(B45:B63)","v":5},"nos",null,null,null,null,null,"No of axles",{"$f":"F4","v":5},"nos",null,null,null,null,null,"No of axles",{"$f":"N4","v":5},"nos",null,null,null,null,null,"No of axles",3,"nos"]
["Unfactored moment due to"]
["Load","At Moment critical point","At center",null,"Location of moment critical point",null,null,"Point Z ",27.362500000000004,"ft from left support",null,null,"Location of center",null,null,"Point C",32.75,"ft from left support",null,null,"Location of shear critical point",null,null,"Point S",1.6107142857142858,"ft from left support",null,null,"Location of Start Point of Region 2",null,null,"Point S",1.5,"ft from left support"]
[null,"(kips-ft)","(kips-ft)"]
["A. Dead load",null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors"]
["Beam weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A9,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":352.08515170898431},{"$f":"HLOOKUP($A9,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":361.8781184895833},null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit"]
["Barrier weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A10,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":10.435373437500001},{"$f":"HLOOKUP($A10,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":10.725625000000001},null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam"]
["Diaphragm weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A11,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":23.1},{"$f":"HLOOKUP($A11,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":23.099999999999998},null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam"]
["Dc",{"$f":"SUM(B9:B11)","v":385.62052514648434},{"$f":"SUM(C9:C11)","v":395.7037434895833}]
["Wearing surface",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A13,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":218.64716194921874},{"$f":"HLOOKUP($A13,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":224.72865781249999},null,"Dynamic factor","IM",{"$f":"VLOOKUP($B$2,MAIN!$A$130:$B$135,2,FALSE)","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33}]
["Dw",{"$f":"SUM(B13)","v":218.64716194921874},{"$f":"SUM(C13)","v":224.72865781249999}]
["B. Live load on interior beam with impact",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \"due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point Z due to 5C1 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point C due to 5C1 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to 5C1 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to 5C1 with distribution and impact"}]
["Design truck",{"$f":"$F$18","v":255.79317297095906},{"$f":"$N$18","v":252.97881636527316},null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear"]
["Lane load",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,null,null,null,null,null,"kips-ft","kips"]
["LL + IM",{"$f":"SUM(B16:B17)","v":255.79317297095906},{"$f":"SUM(C16:C17)","v":252.97881636527316},null,"Interior beam",255.79317297095906,3.1622486633519142,null,null,null,null,null,"Interior beam",252.97881636527316,8.7002800012428381,null,null,null,null,null,"Interior beam",30.498531771252907,34.660679649826186,null,null,null,null,null,"Interior beam",28.481458914820458,34.757427450037305]
["C. Live load on exterior beam with impact",null,null,null,"Exterior beam",268.36967064203128,3.9087615208646773,null,8,null,null,null,"Exterior beam",265.41694150323247,10.754157344969666,null,8,null,null,null,"Exterior beam",31.998042916672848,42.843035233874318,null,null,null,null,null,"Exterior beam",29.8817973114658,42.962622312232867]
["Design Truck",{"$f":"$F$19","v":268.36967064203128},{"$f":"$N$19","v":265.41694150323247}]
["Lane Load",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point Z  due to each axles of  5C1 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point C due to each axles of  5C1 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  5C1 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  5C1 \nwithout distribution and impact for"}]
["LL + IM",{"$f":"SUM(B20:B21)","v":268.36967064203128},{"$f":"SUM(C20:C21)","v":265.41694150323247}]
[]
["Unfactored moment and shear force at  shear critical point due to",null,null,null,{"$f":"\"Governing axle configuration for \" & $B$3","v":"Governing axle configuration for 5C1"},null,null,null,null,null,null,null,{"$f":"E24","v":"Governing axle configuration for 5C1"},null,null,null,null,null,null,null,{"$f":"M24","v":"Governing axle configuration for 5C1"},null,null,null,null,null,null,null,{"$f":"U24","v":"Governing axle configuration for 5C1"}]
["Load","Moment  \n(kips-ft)","Shear \n(kips)",null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["A. Dead load",null,null,null,"a",12,0,11.362500000000004,79.390047709923664,-2.0816793893129777,null,null,"a",12,0,20.75,124.50000000000004,-3.8015267175572518,null,null,"e",17,0,1.6107142857142875,26.70878699953267,16.581952017448202,null,null,"e",17,0,1.5,24.916030534351144,16.610687022900763]
["Beam weight",{"$f":"HLOOKUP($A27,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":34.720522987085452},{"$f":"'Calculation Summary'!$D$51","v":21.012530505952377},null,"b",17,12,23.362500000000004,231.24862356870233,-6.0635496183206117,null,null,"Fr",46,10.347826086956522,31.097826086956523,0,0,null,null,"d",17,4,5.6107142857142875,25.036595069325465,15.543784078516902,null,null,"d",17,4,5.5,23.358778625954201,15.572519083969466]
["Barrier weight",{"$f":"HLOOKUP($A28,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":1.0290738520408163},{"$f":"'Calculation Summary'!$E$51","v":0.62278571428571428},null,"c",17,16,27.362500000000004,270.84175333969466,9.8982824427480907,null,null,"b",17,12,32.75,278.375,8.5,null,null,"Fr",80,24.225000000000001,25.835714285714289,0,0,null,null,"Fr",80,24.225000000000001,25.725000000000001,0,0]
["Diaphragm weight",{"$f":"HLOOKUP($A29,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":2.5967857142857143},{"$f":"'Calculation Summary'!$F$51","v":1.0999999999999999},null,"Fr",80,26.774999999999999,38.137500000000003,0,0,null,null,"c",17,16,36.75,244.375,7.4618320610687023,null,null,"c",17,35,36.610714285714288,12.077107610219674,7.4979825517993461,null,null,"c",17,35,36.5,11.29007633587786,7.5267175572519074]
["Dc",{"$f":"SUM(B27:B29)","v":38.346382553411985},{"$f":"SUM(C27:C29)","v":22.735316220238094},null,"d",17,47,58.362500000000004,50.688509064885473,1.8524809160305333,null,null,"d",0,47,67.75,0,0,null,null,"b",17,39,40.610714285714288,10.404915680012472,6.4598146128680467,null,null,"b",17,39,40.5,9.7328244274809155,6.4885496183206097]
["Wearing surface",{"$f":"HLOOKUP($A31,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":21.561669884885202},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},null,"e",17,51,62.362500000000004,22.281638835877843,0.81431297709923578,null,null,"e",0,51,71.75,0,0,null,null,"a",12,51,52.610714285714288,3.8035340395700299,2.361395856052344,null,null,"a",12,51,52.5,3.5725190839694658,2.3816793893129771]
["Dw",{"$f":"SUM(B31)","v":21.561669884885202},{"$f":"SUM(C31)","v":13.048917678571428}]
["B. Live load on interior beam with impact"]
["Design truck",{"$f":"$V$18","v":30.498531771252907},{"$f":"$W$18","v":34.660679649826186}]
["Lane load"]
["LL + IM",{"$f":"SUM(B34:B35)","v":30.498531771252907},{"$f":"SUM(C34:C35)","v":34.660679649826186}]
["C. Live load on exterior beam with impact"]
["Design truck",{"$f":"$V$19","v":31.998042916672848},{"$f":"$W$19","v":42.843035233874318}]
["Lane load"]
["LL + IM",{"$f":"SUM(B38:B39)","v":31.998042916672848},{"$f":"SUM(C38:C39)","v":42.843035233874318}]
[]
[{"$f":"\"Axle configuration for \" & $B$3","v":"Axle configuration for 5C1"}]
["Axle no ","Load\n(kips)","Distance from first axle\n(ft)"]
["Fr",{"$f":"SUM(B45:B49)","v":80},{"$f":"SUMPRODUCT(B45:B49,C45:C49)/B44","v":26.774999999999999}]
["a",12,0]
["b",17,12]
["c",17,16]
["d",17,47]
["e",17,51]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Temporary trials",null,null,null,{"$f":"A81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"E81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"M81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"U81","v":"Temporary trials"}]
[{"$f":"\"axle configuration for \" & $B$3","v":"axle configuration for 5C1"},null,null,null,{"$f":"A82","v":"axle configuration for 5C1"},null,null,null,"Trial Z",33.576086956521735,null,null,{"$f":"E82","v":"axle configuration for 5C1"},null,null,null,"Trial Z",32.75,null,null,{"$f":"M82","v":"axle configuration for 5C1"},null,null,null,null,null,null,null,{"$f":"U82","v":"axle configuration for 5C1"}]
["axle No","Load\n(kips)","Distance from first axle\n(ft)",null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["Fr",{"$f":"SUM(B85:B89)","v":80},{"$f":"SUMPRODUCT(B85:B89,C85:C89)/B84","v":26.774999999999999},null,{"$f":"_xlfn.SORTBY(A84:C89,C84:C89)","v":"a"},12,0,21.576086956521735,126.19110665377568,-3.9528708927978751,null,null,{"$f":"_xlfn.SORTBY(A84:C89,C84:C89)","v":"a"},12,0,20.75,124.50000000000004,-3.8015267175572518,null,null,"e",17,0,1.6107142857142875,26.70878699953267,16.581952017448202,null,null,"e",17,0,1.5,24.916030534351144,16.610687022900763]
["a",12,0,null,"b",17,12,31.923913043478258,0,0,null,null,"b",17,12,31.097826086956523,0,0,null,null,"d",17,4,5.6107142857142875,25.036595069325465,15.543784078516902,null,null,"d",17,4,5.5,23.358778625954201,15.572519083969466]
["b",17,12,null,"c",17,16,33.576086956521735,278.19788344709161,8.2855957517424503,null,null,"c",17,16,32.75,278.375,8.5,null,null,"Fr",80,24.225000000000001,25.835714285714289,0,0,null,null,"Fr",80,24.225000000000001,25.725000000000001,0,0]
["c",17,16,null,"Fr",80,26.774999999999999,37.576086956521735,243.34026645406144,7.2474278128111536,null,null,"Fr",80,26.774999999999999,36.75,244.375,7.4618320610687023,null,null,"c",17,35,36.610714285714288,12.077107610219674,7.4979825517993461,null,null,"c",17,35,36.5,11.29007633587786,7.5267175572519074]
["d",17,47,null,"d",17,47,68.576086956521735,0,0,null,null,"d",17,47,67.75,0,0,null,null,"b",17,39,40.610714285714288,10.404915680012472,6.4598146128680467,null,null,"b",17,39,40.5,9.7328244274809155,6.4885496183206097]
["e",17,51,null,"e",17,51,72.576086956521735,0,0,null,null,"e",17,51,71.75,0,0,null,null,"a",12,51,52.610714285714288,3.8035340395700299,2.361395856052344,null,null,"a",12,51,52.5,3.5725190839694658,2.3816793893129771]

{"sheet":"SU4","index":15,"n_rows":88,"n_cols":34,"rows_kept":88,"cut":false,"hidden":true,"merged":[[16,8,17,9],[18,8,18,9],[16,16,17,17],[18,16,18,17],[9,4,9,5],[9,12,9,13],[9,20,9,21],[10,4,10,5],[10,12,10,13],[10,20,10,21],[5,12,5,14],[5,20,5,22],[8,4,8,5],[8,12,8,13],[8,20,8,21],[20,4,21,11],[20,12,21,19],[20,20,21,27],[0,0,0,3],[0,4,0,11],[0,12,0,19],[0,20,0,27],[1,0,2,0],[1,4,2,4],[1,12,2,12],[1,20,2,20],[2,5,2,6],[2,13,2,14],[2,21,2,22],[5,0,6,0],[5,4,5,6],[0,28,0,35],[1,28,2,28],[1,29,1,30],[2,29,2,30],[5,28,5,30],[8,28,8,29],[9,28,9,29],[10,28,10,29],[15,28,16,28],[20,28,21,35]]}
["Unfactored Moment and Shear Forces for  ",null,null,null,"At Moment Critical Point",null,null,null,null,null,null,null,"At center",null,null,null,null,null,null,null,"At Shear Critical Point",null,null,null,null,null,null,null,"At Region 2"]
["Vehicle type","C. Specialized Hauling Vehicles",null,null,"Vehicle Type:",{"$f":"$B$2","v":"C. Specialized Hauling Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"C. Specialized Hauling Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"C. Specialized Hauling Vehicles"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"C. Specialized Hauling Vehicles"}]
[null,"SU4",null,null,null,{"$f":"$B$3","v":"SU4"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"SU4"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"SU4"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"SU4"}]
[null,null,null,null,"No of axles",{"$f":"COUNT(B45:B63)","v":4},"nos",null,null,null,null,null,"No of axles",{"$f":"F4","v":4},"nos",null,null,null,null,null,"No of axles",{"$f":"N4","v":4},"nos",null,null,null,null,null,"No of axles",3,"nos"]
["Unfactored moment due to"]
["Load","At Moment critical point","At center",null,"Location of moment critical point",null,null,"Point Z ",33.972222222222221,"ft from left support",null,null,"Location of center",null,null,"Point C",32.75,"ft from left support",null,null,"Location of shear critical point",null,null,"Point S",1.6107142857142858,"ft from left support",null,null,"Location of Start Point of Region 2",null,null,"Point S",1.5,"ft from left support"]
[null,"(kips-ft)","(kips-ft)"]
["A. Dead load",null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors"]
["Beam weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A9,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":361.3741074299125},{"$f":"HLOOKUP($A9,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":361.8781184895833},null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit"]
["Barrier weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A10,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":10.710686728395061},{"$f":"HLOOKUP($A10,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":10.725625000000001},null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam"]
["Diaphragm weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A11,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":23.099999999999998},{"$f":"HLOOKUP($A11,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":23.099999999999998},null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam"]
["Dc",{"$f":"SUM(B9:B11)","v":395.18479415830757},{"$f":"SUM(C9:C11)","v":395.7037434895833}]
["Wearing surface",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A13,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.41566367669751},{"$f":"HLOOKUP($A13,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":224.72865781249999},null,"Dynamic factor","IM",{"$f":"VLOOKUP($B$2,MAIN!$A$130:$B$135,2,FALSE)","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33}]
["Dw",{"$f":"SUM(B13)","v":224.41566367669751},{"$f":"SUM(C13)","v":224.72865781249999}]
["B. Live load on interior beam with impact",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \"due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point Z due to SU4 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point C due to SU4 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to SU4 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to SU4 with distribution and impact"}]
["Design truck",{"$f":"$F$18","v":293.71790434375595},{"$f":"$N$18","v":293.23654998539388},null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear"]
["Lane load",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,null,null,null,null,null,"kips-ft","kips"]
["LL + IM",{"$f":"SUM(B16:B17)","v":293.71790434375595},{"$f":"SUM(C16:C17)","v":293.23654998539388},null,"Interior beam",293.71790434375595,5.729186265727396,null,null,null,null,null,"Interior beam",293.23654998539388,6.4501134221392293,null,null,null,null,null,"Interior beam",29.81495109223621,33.883810418614871,null,null,null,null,null,"Interior beam",27.819099405173468,33.949115183757364]
["C. Live load on exterior beam with impact",null,null,null,"Exterior beam",308.15903464065735,7.0816767450553568,null,6,null,null,null,"Exterior beam",307.65401369300912,7.9727933612110329,null,6,null,null,null,"Exterior beam",31.28085285427116,41.882770282893567,null,null,null,null,null,"Exterior beam",29.186871792594498,41.963491560785592]
["Design Truck",{"$f":"$F$19","v":308.15903464065735},{"$f":"$N$19","v":307.65401369300912}]
["Lane Load",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point Z  due to each axles of  SU4 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point C due to each axles of  SU4 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  SU4 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  SU4 \nwithout distribution and impact for"}]
["LL + IM",{"$f":"SUM(B20:B21)","v":308.15903464065735},{"$f":"SUM(C20:C21)","v":307.65401369300912}]
[]
["Unfactored moment and shear force at  shear critical point due to",null,null,null,{"$f":"\"Governing axle configuration for \" & $B$3","v":"Governing axle configuration for SU4"},null,null,null,null,null,null,null,{"$f":"E24","v":"Governing axle configuration for SU4"},null,null,null,null,null,null,null,{"$f":"M24","v":"Governing axle configuration for SU4"},null,null,null,null,null,null,null,{"$f":"U24","v":"Governing axle configuration for SU4"}]
["Load","Moment  \n(kips-ft)","Shear \n(kips)",null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["A. Dead load",null,null,null,"a",12,0,19.972222222222221,115.36118179247951,-3.6590330788804071,null,null,"a",12,0,18.75,112.5,-3.4351145038167936,null,null,"d",17,0,1.6107142857142858,26.708786999532638,16.581952017448202,null,null,"d",17,0,1.5,24.916030534351144,16.610687022900763]
["Beam weight",{"$f":"HLOOKUP($A27,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":34.720522987085452},{"$f":"'Calculation Summary'!$D$51","v":21.012530505952377},null,"b",8,10,29.972222222222221,115.41466402789558,-3.6607294317217982,null,null,"b",8,10,28.75,115,-3.5114503816793894,null,null,"c",17,4,5.6107142857142858,25.036595069325443,15.543784078516904,null,null,"c",17,4,5.5,23.358778625954201,15.572519083969466]
["Barrier weight",{"$f":"HLOOKUP($A28,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":1.0290738520408163},{"$f":"'Calculation Summary'!$E$51","v":0.62278571428571428},null,"Fr",54,11.555555555555555,31.527777777777779,0,0,null,null,"Fr",54,11.555555555555555,30.305555555555557,0,0,null,null,"Fr",54,6.4444444444444446,8.0551587301587304,0,0,null,null,"Fr",54,6.4444444444444446,7.9444444444444446,0,0]
["Diaphragm weight",{"$f":"HLOOKUP($A29,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":2.5967857142857143},{"$f":"'Calculation Summary'!$F$51","v":1.0999999999999999},null,"c",17,14,33.972222222222221,277.98728913391761,8.1827820186598821,null,null,"c",17,14,32.75,278.375,8.5,null,null,"b",8,8,9.6107142857142858,10.995013241937997,6.8261723009814617,null,null,"b",8,8,9.5,10.259541984732824,6.8396946564885495]
["Dc",{"$f":"SUM(B27:B29)","v":38.346382553411985},{"$f":"SUM(C27:C29)","v":22.735316220238094},null,"d",17,18,37.972222222222221,242.71841720855718,7.1446140797285844,null,null,"d",17,18,36.75,244.375,7.4618320610687023,null,null,"a",12,18,19.610714285714288,13.541592927247237,8.4071973827699011,null,null,"a",12,18,19.5,12.641221374045804,8.427480916030536]
["Wearing surface",{"$f":"HLOOKUP($A31,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":21.561669884885202},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428}]
["Dw",{"$f":"SUM(B31)","v":21.561669884885202},{"$f":"SUM(C31)","v":13.048917678571428}]
["B. Live load on interior beam with impact"]
["Design truck",{"$f":"$V$18","v":29.81495109223621},{"$f":"$W$18","v":33.883810418614871}]
["Lane load"]
["LL + IM",{"$f":"SUM(B34:B35)","v":29.81495109223621},{"$f":"SUM(C34:C35)","v":33.883810418614871}]
["C. Live load on exterior beam with impact"]
["Design truck",{"$f":"$V$19","v":31.28085285427116},{"$f":"$W$19","v":41.882770282893567}]
["Lane load"]
["LL + IM",{"$f":"SUM(B38:B39)","v":31.28085285427116},{"$f":"SUM(C38:C39)","v":41.882770282893567}]
[]
[{"$f":"\"Axle configuration for \" & $B$3","v":"Axle configuration for SU4"}]
["Axle no ","Load\n(kips)","Distance from first axle\n(ft)"]
["Fr",{"$f":"SUM(B45:B48)","v":54},{"$f":"SUMPRODUCT(B45:B48,C45:C48)/B44","v":11.555555555555555}]
["a",12,0]
["b",8,10]
["c",17,14]
["d",17,18]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Temporary trials",null,null,null,{"$f":"A81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"E81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"M81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"U81","v":"Temporary trials"}]
[{"$f":"\"axle configuration for \" & $B$3","v":"axle configuration for SU4"},null,null,null,{"$f":"A82","v":"axle configuration for SU4"},null,null,null,"Trial Z",33.452702702702702,null,null,{"$f":"E82","v":"axle configuration for SU4"},null,null,null,"Trial Z",32.75,null,null,{"$f":"M82","v":"axle configuration for SU4"},null,null,null,null,null,null,null,{"$f":"U82","v":"axle configuration for SU4"}]
["axle No","Load\n(kips)","Distance from first axle\n(ft)",null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["Fr",{"$f":"SUM(B85:B88)","v":54},{"$f":"SUMPRODUCT(B85:B88,C85:C88)/B84","v":11.555555555555555},null,{"$f":"_xlfn.SORTBY(A84:C88,C84:C88)","v":"a"},12,0,23.452702702702702,137.69692872158316,-4.2966783577470604,null,null,{"$f":"_xlfn.SORTBY(A84:C88,C84:C88)","v":"a"},12,0,22.75,136.5,-4.1679389312977104,null,null,"d",17,0,1.6107142857142858,26.708786999532638,16.581952017448202,null,null,"d",17,0,1.5,24.916030534351144,16.610687022900763]
["a",12,0,null,"b",8,10,32.047297297297298,0,0,null,null,"b",8,10,31.344594594594597,0,0,null,null,"c",17,4,5.6107142857142858,25.036595069325443,15.543784078516904,null,null,"c",17,4,5.5,23.358778625954201,15.572519083969466]
["b",8,10,null,"Fr",54,11.555555555555555,33.452702702702702,130.93968963805975,3.914173715700433,null,null,"Fr",54,11.555555555555555,32.75,131,4,null,null,"Fr",54,6.4444444444444446,8.0551587301587304,0,0,null,null,"Fr",54,6.4444444444444446,7.9444444444444446,0,0]
["c",17,14,null,"c",17,14,37.452702702702702,243.51731706433065,7.2794512069321229,null,null,"c",17,14,36.75,244.375,7.4618320610687023,null,null,"b",8,8,9.6107142857142858,10.995013241937997,6.8261723009814617,null,null,"b",8,8,9.5,10.259541984732824,6.8396946564885495]
["d",17,18,null,"d",17,18,41.452702702702702,0,0,null,null,"d",17,18,40.75,0,0,null,null,"a",12,18,19.610714285714288,13.541592927247237,8.4071973827699011,null,null,"a",12,18,19.5,12.641221374045804,8.427480916030536]

{"sheet":"SU5","index":16,"n_rows":89,"n_cols":34,"rows_kept":89,"cut":false,"hidden":true,"merged":[[16,8,17,9],[18,8,18,9],[16,16,17,17],[18,16,18,17],[9,4,9,5],[9,12,9,13],[9,20,9,21],[10,4,10,5],[10,12,10,13],[10,20,10,21],[5,12,5,14],[5,20,5,22],[8,4,8,5],[8,12,8,13],[8,20,8,21],[20,4,21,11],[20,12,21,19],[20,20,21,27],[0,0,0,3],[0,4,0,11],[0,12,0,19],[0,20,0,27],[1,0,2,0],[1,4,2,4],[1,12,2,12],[1,20,2,20],[2,5,2,6],[2,13,2,14],[2,21,2,22],[5,0,6,0],[5,4,5,6],[0,28,0,35],[1,28,2,28],[1,29,1,30],[2,29,2,30],[5,28,5,30],[8,28,8,29],[9,28,9,29],[10,28,10,29],[15,28,16,28],[20,28,21,35]]}
["Unfactored Moment and Shear Forces for  ",null,null,null,"At Moment Critical Point",null,null,null,null,null,null,null,"At center",null,null,null,null,null,null,null,"At Shear Critical Point",null,null,null,null,null,null,null,"At Region 2"]
["Vehicle type","C. Specialized Hauling Vehicles",null,null,"Vehicle Type:",{"$f":"$B$2","v":"C. Specialized Hauling Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"C. Specialized Hauling Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"C. Specialized Hauling Vehicles"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"C. Specialized Hauling Vehicles"}]
[null,"SU5",null,null,null,{"$f":"$B$3","v":"SU5"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"SU5"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"SU5"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"SU5"}]
[null,null,null,null,"No of axles",{"$f":"COUNT(B45:B63)","v":5},"nos",null,null,null,null,null,"No of axles",{"$f":"F4","v":5},"nos",null,null,null,null,null,"No of axles",{"$f":"N4","v":5},"nos",null,null,null,null,null,"No of axles",3,"nos"]
["Unfactored moment due to"]
["Load","At Moment critical point","At center",null,"Location of moment critical point",null,null,"Point Z ",34.717741935483872,"ft from left support",null,null,"Location of center",null,null,"Point C",32.75,"ft from left support",null,null,"Location of shear critical point",null,null,"Point S",1.6107142857142858,"ft from left support",null,null,"Location of Start Point of Region 2",null,null,"Point S",1.5,"ft from left support"]
[null,"(kips-ft)","(kips-ft)"]
["A. Dead load",null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors"]
["Beam weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A9,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":360.57171901421043},{"$f":"HLOOKUP($A9,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":361.8781184895833},null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit"]
["Barrier weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A10,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":10.686904916753381},{"$f":"HLOOKUP($A10,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":10.725625000000001},null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam"]
["Diaphragm weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A11,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":23.099999999999994},{"$f":"HLOOKUP($A11,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":23.099999999999998},null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam"]
["Dc",{"$f":"SUM(B9:B11)","v":394.35862393096386},{"$f":"SUM(C9:C11)","v":395.7037434895833}]
["Wearing surface",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A13,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":223.91737526827521},{"$f":"HLOOKUP($A13,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":224.72865781249999},null,"Dynamic factor","IM",{"$f":"VLOOKUP($B$2,MAIN!$A$130:$B$135,2,FALSE)","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33}]
["Dw",{"$f":"SUM(B13)","v":223.91737526827521},{"$f":"SUM(C13)","v":224.72865781249999}]
["B. Live load on interior beam with impact",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \"due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point Z due to SU5 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point C due to SU5 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to SU5 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to SU5 with distribution and impact"}]
["Design truck",{"$f":"$F$18","v":323.98294733969743},{"$f":"$N$18","v":322.55043368936526},null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear"]
["Lane load",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,null,null,null,null,null,"kips-ft","kips"]
["LL + IM",{"$f":"SUM(B16:B17)","v":323.98294733969743},{"$f":"SUM(C16:C17)","v":322.55043368936526},null,"Interior beam",323.98294733969743,3.4790196866237846,null,null,null,null,null,"Interior beam",322.55043368936526,4.8116426121123288,null,null,null,null,null,"Interior beam",33.343454916554848,37.893850692526421,null,null,null,null,null,"Interior beam",31.112995345039568,37.968830237690028]
["C. Live load on exterior beam with impact",null,null,null,"Exterior beam",339.91210891723262,4.3003127612967216,null,8,null,null,null,"Exterior beam",338.40916334575911,5.9475283244935815,null,8,null,null,null,"Exterior beam",34.982841449952126,46.839461798471199,null,null,null,null,null,"Exterior beam",32.642717616170685,46.932141784199075]
["Design Truck",{"$f":"$F$19","v":339.91210891723262},{"$f":"$N$19","v":338.40916334575911}]
["Lane Load",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point Z  due to each axles of  SU5 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point C due to each axles of  SU5 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  SU5 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  SU5 \nwithout distribution and impact for"}]
["LL + IM",{"$f":"SUM(B20:B21)","v":339.91210891723262},{"$f":"SUM(C20:C21)","v":338.40916334575911}]
[]
["Unfactored moment and shear force at  shear critical point due to",null,null,null,{"$f":"\"Governing axle configuration for \" & $B$3","v":"Governing axle configuration for SU5"},null,null,null,null,null,null,null,{"$f":"E24","v":"Governing axle configuration for SU5"},null,null,null,null,null,null,null,{"$f":"M24","v":"Governing axle configuration for SU5"},null,null,null,null,null,null,null,{"$f":"U24","v":"Governing axle configuration for SU5"}]
["Load","Moment  \n(kips-ft)","Shear \n(kips)",null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["A. Dead load",null,null,null,"a",12,0,16.717741935483872,94.279666536924807,-3.0627924156611677,null,null,"a",12,0,14.749999999999998,88.5,-2.7022900763358777,null,null,"e",17,0,1.6107142857142858,26.708786999532638,16.581952017448202,null,null,"e",17,0,1.5,24.916030534351144,16.610687022900763]
["Beam weight",{"$f":"HLOOKUP($A27,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":34.720522987085452},{"$f":"'Calculation Summary'!$D$51","v":21.012530505952377},null,"b",8,10,26.717741935483872,100.44976209578127,-3.2632356562423048,null,null,"b",8,10,24.75,99,-3.0229007633587788,null,null,"d",17,4,5.6107142857142858,25.036595069325443,15.543784078516904,null,null,"d",17,4,5.5,23.358778625954201,15.572519083969466]
["Barrier weight",{"$f":"HLOOKUP($A28,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":1.0290738520408163},{"$f":"'Calculation Summary'!$E$51","v":0.62278571428571428},null,"c",8,14,30.717741935483872,115.48842252424717,-3.7517852745629154,null,null,"c",8,14,28.75,115,-3.5114503816793894,null,null,"Fr",62,7.935483870967742,9.5461981566820278,0,0,null,null,"Fr",62,7.935483870967742,9.435483870967742,0,0]
["Diaphragm weight",{"$f":"HLOOKUP($A29,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":2.5967857142857143},{"$f":"'Calculation Summary'!$F$51","v":1.0999999999999999},null,"Fr",62,14.064516129032258,30.782258064516128,0,0,null,null,"Fr",62,14.064516129032258,28.814516129032256,0,0,null,null,"c",8,8,9.6107142857142858,10.995013241937997,6.8261723009814617,null,null,"c",8,8,9.5,10.259541984732824,6.8396946564885495]
["Dc",{"$f":"SUM(B27:B29)","v":38.346382553411985},{"$f":"SUM(C27:C29)","v":22.735316220238094},null,"d",17,18,34.717741935483872,277.37005127451528,7.9892883526225074,null,null,"d",17,18,32.75,278.375,8.5,null,null,"b",8,12,13.610714285714286,10.208099392428727,6.3376226826608502,null,null,"b",8,12,13.5,9.5267175572519083,6.3511450381679388]
["Wearing surface",{"$f":"HLOOKUP($A31,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":21.561669884885202},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},null,"e",17,22,38.717741935483872,241.32720468500528,6.9511204136912097,null,null,"e",17,22,36.75,244.375,7.4618320610687023,null,null,"a",12,22,23.610714285714288,12.361222152983331,7.6743729552889848,null,null,"a",12,22,23.5,11.541984732824426,7.6946564885496178]
["Dw",{"$f":"SUM(B31)","v":21.561669884885202},{"$f":"SUM(C31)","v":13.048917678571428}]
["B. Live load on interior beam with impact"]
["Design truck",{"$f":"$V$18","v":33.343454916554848},{"$f":"$W$18","v":37.893850692526421}]
["Lane load"]
["LL + IM",{"$f":"SUM(B34:B35)","v":33.343454916554848},{"$f":"SUM(C34:C35)","v":37.893850692526421}]
["C. Live load on exterior beam with impact"]
["Design truck",{"$f":"$V$19","v":34.982841449952126},{"$f":"$W$19","v":46.839461798471199}]
["Lane load"]
["LL + IM",{"$f":"SUM(B38:B39)","v":34.982841449952126},{"$f":"SUM(C38:C39)","v":46.839461798471199}]
[]
[{"$f":"\"Axle configuration for \" & $B$3","v":"Axle configuration for SU5"}]
["Axle no ","Load\n(kips)","Distance from first axle\n(ft)"]
["Fr",{"$f":"SUM(B45:B49)","v":62},{"$f":"SUMPRODUCT(B45:B49,C45:C49)/B44","v":14.064516129032258}]
["a",12,0]
["b",8,10]
["c",8,14]
["d",17,18]
["e",17,22]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Temporary trials",null,null,null,{"$f":"A81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"E81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"M81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"U81","v":"Temporary trials"}]
[{"$f":"\"axle configuration for \" & $B$3","v":"axle configuration for SU5"},null,null,null,{"$f":"A82","v":"axle configuration for SU5"},null,null,null,"Trial Z",34.321428571428577,null,null,{"$f":"E82","v":"axle configuration for SU5"},null,null,null,"Trial Z",32.75,null,null,{"$f":"M82","v":"axle configuration for SU5"},null,null,null,null,null,null,null,{"$f":"U82","v":"axle configuration for SU5"}]
["axle No","Load\n(kips)","Distance from first axle\n(ft)",null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["Fr",{"$f":"SUM(B85:B89)","v":62},{"$f":"SUMPRODUCT(B85:B89,C85:C89)/B84","v":14.064516129032258},null,{"$f":"_xlfn.SORTBY(A84:C89,C84:C89)","v":"a"},12,0,24.321428571428573,138.92654619099545,-4.4558342420937844,null,null,{"$f":"_xlfn.SORTBY(A84:C89,C84:C89)","v":"a"},12,0,22.749999999999996,136.49999999999994,-4.1679389312977095,null,null,"e",17,0,1.6107142857142858,26.708786999532638,16.581952017448202,null,null,"e",17,0,1.5,24.916030534351144,16.610687022900763]
["a",12,0,null,"b",8,10,31.178571428571431,0,0,null,null,"b",8,10,29.607142857142854,0,0,null,null,"d",17,4,5.6107142857142858,25.036595069325443,15.543784078516904,null,null,"d",17,4,5.5,23.358778625954201,15.572519083969466]
["b",8,10,null,"c",8,14,34.321428571428577,130.69839538868985,3.808069792802617,null,null,"c",8,14,32.75,131,4,null,null,"Fr",62,7.935483870967742,9.5461981566820278,0,0,null,null,"Fr",62,7.935483870967742,9.435483870967742,0,0]
["c",8,14,null,"Fr",62,14.064516129032258,38.321428571428577,113.93067455990028,3.3195201744820055,null,null,"Fr",62,14.064516129032258,36.75,115,3.5114503816793894,null,null,"c",8,8,9.6107142857142858,10.995013241937997,6.8261723009814617,null,null,"c",8,8,9.5,10.259541984732824,6.8396946564885495]
["d",17,18,null,"d",17,18,42.321428571428569,0,0,null,null,"d",17,18,40.75,0,0,null,null,"b",8,12,13.610714285714286,10.208099392428727,6.3376226826608502,null,null,"b",8,12,13.5,9.5267175572519083,6.3511450381679388]
["e",17,22,null,"e",17,22,46.321428571428569,0,0,null,null,"e",17,22,44.75,0,0,null,null,"a",12,22,23.610714285714288,12.361222152983331,7.6743729552889848,null,null,"a",12,22,23.5,11.541984732824426,7.6946564885496178]

{"sheet":"SU6","index":17,"n_rows":90,"n_cols":34,"rows_kept":90,"cut":false,"hidden":true,"merged":[[16,8,17,9],[18,8,18,9],[16,16,17,17],[18,16,18,17],[9,4,9,5],[9,12,9,13],[9,20,9,21],[10,4,10,5],[10,12,10,13],[10,20,10,21],[5,12,5,14],[5,20,5,22],[8,4,8,5],[8,12,8,13],[8,20,8,21],[20,4,21,11],[20,12,21,19],[20,20,21,27],[0,0,0,3],[0,4,0,11],[0,12,0,19],[0,20,0,27],[1,0,2,0],[1,4,2,4],[1,12,2,12],[1,20,2,20],[2,5,2,6],[2,13,2,14],[2,21,2,22],[5,0,6,0],[5,4,5,6],[0,28,0,35],[1,28,2,28],[1,29,1,30],[2,29,2,30],[5,28,5,30],[8,28,8,29],[9,28,9,29],[10,28,10,29],[15,28,16,28],[20,28,21,35]]}
["Unfactored Moment and Shear Forces for  ",null,null,null,"At Moment Critical Point",null,null,null,null,null,null,null,"At center",null,null,null,null,null,null,null,"At Shear Critical Point",null,null,null,null,null,null,null,"At Region 2"]
["Vehicle type","C. Specialized Hauling Vehicles",null,null,"Vehicle Type:",{"$f":"$B$2","v":"C. Specialized Hauling Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"C. Specialized Hauling Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"C. Specialized Hauling Vehicles"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"C. Specialized Hauling Vehicles"}]
[null,"SU6",null,null,null,{"$f":"$B$3","v":"SU6"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"SU6"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"SU6"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"SU6"}]
[null,null,null,null,"No of axles",{"$f":"COUNT(B45:B63)","v":6},"nos",null,null,null,null,null,"No of axles",{"$f":"F4","v":6},"nos",null,null,null,null,null,"No of axles",{"$f":"N4","v":6},"nos",null,null,null,null,null,"No of axles",3,"nos"]
["Unfactored moment due to"]
["Load","At Moment critical point","At center",null,"Location of moment critical point",null,null,"Point Z ",33.980215827338128,"ft from left support",null,null,"Location of center",null,null,"Point C",32.75,"ft from left support",null,null,"Location of shear critical point",null,null,"Point S",1.6107142857142858,"ft from left support",null,null,"Location of Start Point of Region 2",null,null,"Point S",1.5,"ft from left support"]
[null,"(kips-ft)","(kips-ft)"]
["A. Dead load",null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors"]
["Beam weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A9,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":361.36749318227515},{"$f":"HLOOKUP($A9,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":361.8781184895833},null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit"]
["Barrier weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A10,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":10.710490690181668},{"$f":"HLOOKUP($A10,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":10.725625000000001},null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam"]
["Diaphragm weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A11,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":23.099999999999994},{"$f":"HLOOKUP($A11,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":23.099999999999998},null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam"]
["Dc",{"$f":"SUM(B9:B11)","v":395.17798387245682},{"$f":"SUM(C9:C11)","v":395.7037434895833}]
["Wearing surface",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A13,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.41155618603139},{"$f":"HLOOKUP($A13,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":224.72865781249999},null,"Dynamic factor","IM",{"$f":"VLOOKUP($B$2,MAIN!$A$130:$B$135,2,FALSE)","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33}]
["Dw",{"$f":"SUM(B13)","v":224.41155618603139},{"$f":"SUM(C13)","v":224.72865781249999}]
["B. Live load on interior beam with impact",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \"due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point Z due to SU6 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point C due to SU6 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to SU6 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to SU6 with distribution and impact"}]
["Design truck",{"$f":"$F$18","v":360.43114522540827},{"$f":"$N$18","v":359.80349422982897},null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear"]
["Lane load",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,null,null,null,null,null,"kips-ft","kips"]
["LL + IM",{"$f":"SUM(B16:B17)","v":360.43114522540827},{"$f":"SUM(C16:C17)","v":359.80349422982897},null,"Interior beam",360.43114522540827,6.1210538677921598,null,null,null,null,null,"Interior beam",359.80349422982897,7.0549822295074929,null,null,null,null,null,"Interior beam",35.69028137395528,40.560949575967221,null,null,null,null,null,"Interior beam",33.305942370222162,40.644999227400625]
["C. Live load on exterior beam with impact",null,null,null,"Exterior beam",378.15234319899088,7.5660526330036113,null,10,null,null,null,"Exterior beam",377.49383269612889,8.7204537039325576,null,10,null,null,null,"Exterior beam",37.445053541508081,50.13618340318024,null,null,null,null,null,"Exterior beam",34.943484536758085,50.240074677504239]
["Design Truck",{"$f":"$F$19","v":378.15234319899088},{"$f":"$N$19","v":377.49383269612889}]
["Lane Load",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point Z  due to each axles of  SU6 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point C due to each axles of  SU6 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  SU6 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  SU6 \nwithout distribution and impact for"}]
["LL + IM",{"$f":"SUM(B20:B21)","v":378.15234319899088},{"$f":"SUM(C20:C21)","v":377.49383269612889}]
[]
["Unfactored moment and shear force at  shear critical point due to",null,null,null,{"$f":"\"Governing axle configuration for \" & $B$3","v":"Governing axle configuration for SU6"},null,null,null,null,null,null,null,{"$f":"E24","v":"Governing axle configuration for SU6"},null,null,null,null,null,null,null,{"$f":"M24","v":"Governing axle configuration for SU6"},null,null,null,null,null,null,null,{"$f":"U24","v":"Governing axle configuration for SU6"}]
["Load","Moment  \n(kips-ft)","Shear \n(kips)",null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["A. Dead load",null,null,null,"a",11.5,0,15.980215827338132,88.434640762868881,-2.8056867483112748,null,null,"a",11.5,0,14.750000000000004,84.812500000000043,-2.5896946564885499,null,null,"f",8,0,1.6107142857142858,12.568840940956536,7.8032715376226829,null,null,"f",8,0,1.5,11.725190839694656,7.8167938931297707]
["Beam weight",{"$f":"HLOOKUP($A27,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":34.720522987085452},{"$f":"'Calculation Summary'!$D$51","v":21.012530505952377},null,"b",8,10,25.980215827338132,100.01719641366373,-3.1731561315832835,null,null,"b",8,10,24.750000000000004,99.000000000000028,-3.0229007633587792,null,null,"e",17,4,5.6107142857142858,25.036595069325443,15.543784078516904,null,null,"e",17,4,5.5,23.358778625954201,15.572519083969466]
["Barrier weight",{"$f":"HLOOKUP($A28,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":1.0290738520408163},{"$f":"'Calculation Summary'!$E$51","v":0.62278571428571428},null,"c",8,14,29.980215827338132,115.41617494076573,-3.6617057499038941,null,null,"c",8,14,28.750000000000004,115,-3.5114503816793898,null,null,"d",17,8,9.6107142857142858,23.364403139118245,14.505616139585605,null,null,"d",17,8,9.5,21.801526717557252,14.534351145038167]
["Diaphragm weight",{"$f":"HLOOKUP($A29,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":2.5967857142857143},{"$f":"'Calculation Summary'!$F$51","v":1.0999999999999999},null,"Fr",69.5,15.53956834532374,31.519784172661872,0,0,null,null,"Fr",69.5,15.53956834532374,30.289568345323744,0,0,null,null,"Fr",69.5,10.46043165467626,12.071145940390545,0,0,null,null,"Fr",69.5,10.46043165467626,11.96043165467626,0,0]
["Dc",{"$f":"SUM(B27:B29)","v":38.346382553411985},{"$f":"SUM(C27:C29)","v":22.735316220238094},null,"d",17,18,33.980215827338128,277.98220111921887,8.1807073425229291,null,null,"d",17,18,32.75,278.375,8.5,null,null,"c",8,12,13.610714285714286,10.208099392428727,6.3376226826608502,null,null,"c",8,12,13.5,9.5267175572519083,6.3511450381679388]
["Wearing surface",{"$f":"HLOOKUP($A31,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":21.561669884885202},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},null,"e",17,22,37.980215827338128,242.70503048931053,7.1425394035916296,null,null,"e",17,22,36.75,244.375,7.4618320610687023,null,null,"b",8,16,17.610714285714288,9.4211855429194582,5.8490730643402395,null,null,"b",8,16,17.5,8.7938931297709928,5.8625954198473282]
["Dw",{"$f":"SUM(B31)","v":21.561669884885202},{"$f":"SUM(C31)","v":13.048917678571428},null,"f",8,26,41.980215827338128,97.613110522071651,2.8726453951342741,null,null,"f",8,26,40.75,99,3.0229007633587788,null,null,"a",11.5,26,27.610714285714288,10.714982571272785,6.6523173391494002,null,null,"a",11.5,26,27.5,10.007633587786261,6.6717557251908408]
["B. Live load on interior beam with impact"]
["Design truck",{"$f":"$V$18","v":35.69028137395528},{"$f":"$W$18","v":40.560949575967221}]
["Lane load"]
["LL + IM",{"$f":"SUM(B34:B35)","v":35.69028137395528},{"$f":"SUM(C34:C35)","v":40.560949575967221}]
["C. Live load on exterior beam with impact"]
["Design truck",{"$f":"$V$19","v":37.445053541508081},{"$f":"$W$19","v":50.13618340318024}]
["Lane load"]
["LL + IM",{"$f":"SUM(B38:B39)","v":37.445053541508081},{"$f":"SUM(C38:C39)","v":50.13618340318024}]
[]
[{"$f":"\"Axle configuration for \" & $B$3","v":"Axle configuration for SU6"}]
["Axle no ","Load\n(kips)","Distance from first axle\n(ft)"]
["Fr",{"$f":"SUM(B45:B50)","v":69.5},{"$f":"SUMPRODUCT(B45:B50,C45:C50)/B44","v":15.53956834532374}]
["a",11.5,0]
["b",8,10]
["c",8,14]
["d",17,18]
["e",17,22]
["f",8,26]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Temporary trials",null,null,null,{"$f":"A81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"E81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"M81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"U81","v":"Temporary trials"}]
[{"$f":"\"axle configuration for \" & $B$3","v":"axle configuration for SU6"},null,null,null,{"$f":"A82","v":"axle configuration for SU6"},null,null,null,"Trial Z",34.259090909090908,null,null,{"$f":"E82","v":"axle configuration for SU6"},null,null,null,"Trial Z",32.75,null,null,{"$f":"M82","v":"axle configuration for SU6"},null,null,null,null,null,null,null,{"$f":"U82","v":"axle configuration for SU6"}]
["axle No","Load\n(kips)","Distance from first axle\n(ft)",null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["Fr",{"$f":"SUM(B85:B90)","v":69.5},{"$f":"SUMPRODUCT(B85:B90,C85:C90)/B84","v":15.53956834532374},null,{"$f":"_xlfn.SORTBY(A84:C90,C84:C90)","v":"a"},11.5,0,24.259090909090911,133.06220790486407,-4.259229701596114,null,null,{"$f":"_xlfn.SORTBY(A84:C90,C84:C90)","v":"a"},11.5,0,22.750000000000004,130.8125,-3.9942748091603062,null,null,"f",8,0,1.6107142857142858,12.568840940956536,7.8032715376226829,null,null,"f",8,0,1.5,11.725190839694656,7.8167938931297707]
["a",11.5,0,null,"b",8,10,31.240909090909092,0,0,null,null,"b",8,10,29.731818181818184,0,0,null,null,"e",17,4,5.6107142857142858,25.036595069325443,15.543784078516904,null,null,"e",17,4,5.5,23.358778625954201,15.572519083969466]
["b",8,10,null,"c",8,14,34.259090909090908,130.72184972556937,3.8156835530881335,null,null,"c",8,14,32.75,131,4,null,null,"d",17,8,9.6107142857142858,23.364403139118245,14.505616139585605,null,null,"d",17,8,9.5,21.801526717557252,14.534351145038167]
["c",8,14,null,"Fr",69.5,15.53956834532374,38.259090909090908,113.9845839379219,3.3271339347675228,null,null,"Fr",69.5,15.53956834532374,36.75,115,3.5114503816793894,null,null,"Fr",69.5,10.46043165467626,12.071145940390545,0,0,null,null,"Fr",69.5,10.46043165467626,11.96043165467626,0,0]
["d",17,18,null,"d",17,18,42.259090909090915,0,0,null,null,"d",17,18,40.75,0,0,null,null,"c",8,12,13.610714285714286,10.208099392428727,6.3376226826608502,null,null,"c",8,12,13.5,9.5267175572519083,6.3511450381679388]
["e",17,22,null,"e",17,22,46.259090909090915,0,0,null,null,"e",17,22,44.75,0,0,null,null,"b",8,16,17.610714285714288,9.4211855429194582,5.8490730643402395,null,null,"b",8,16,17.5,8.7938931297709928,5.8625954198473282]
["f",8,26,null,"f",8,26,50.259090909090915,0,0,null,null,"f",8,26,48.75,0,0,null,null,"a",11.5,26,27.610714285714288,10.714982571272785,6.6523173391494002,null,null,"a",11.5,26,27.5,10.007633587786261,6.6717557251908408]

{"sheet":"SU7","index":18,"n_rows":91,"n_cols":34,"rows_kept":91,"cut":false,"hidden":true,"merged":[[16,8,17,9],[18,8,18,9],[16,16,17,17],[18,16,18,17],[9,4,9,5],[9,12,9,13],[9,20,9,21],[10,4,10,5],[10,12,10,13],[10,20,10,21],[5,12,5,14],[5,20,5,22],[8,4,8,5],[8,12,8,13],[8,20,8,21],[20,4,21,11],[20,12,21,19],[20,20,21,27],[0,0,0,3],[0,4,0,11],[0,12,0,19],[0,20,0,27],[1,0,2,0],[1,4,2,4],[1,12,2,12],[1,20,2,20],[2,5,2,6],[2,13,2,14],[2,21,2,22],[5,0,6,0],[5,4,5,6],[0,28,0,35],[1,28,2,28],[1,29,1,30],[2,29,2,30],[5,28,5,30],[8,28,8,29],[9,28,9,29],[10,28,10,29],[15,28,16,28],[20,28,21,35]]}
["Unfactored Moment and Shear Forces for  ",null,null,null,"At Moment Critical Point",null,null,null,null,null,null,null,"At center",null,null,null,null,null,null,null,"At Shear Critical Point",null,null,null,null,null,null,null,"At Region 2"]
["Vehicle type","C. Specialized Hauling Vehicles",null,null,"Vehicle Type:",{"$f":"$B$2","v":"C. Specialized Hauling Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"C. Specialized Hauling Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"C. Specialized Hauling Vehicles"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"C. Specialized Hauling Vehicles"}]
[null,"SU7",null,null,null,{"$f":"$B$3","v":"SU7"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"SU7"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"SU7"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"SU7"}]
[null,null,null,null,"No of axles",{"$f":"COUNT(B45:B63)","v":7},"nos",null,null,null,null,null,"No of axles",{"$f":"F4","v":7},"nos",null,null,null,null,null,"No of axles",{"$f":"N4","v":7},"nos",null,null,null,null,null,"No of axles",3,"nos"]
["Unfactored moment due to"]
["Load","At Moment critical point","At center",null,"Location of moment critical point",null,null,"Point Z ",33.233870967741936,"ft from left support",null,null,"Location of center",null,null,"Point C",32.75,"ft from left support",null,null,"Location of shear critical point",null,null,"Point S",1.6107142857142858,"ft from left support",null,null,"Location of Start Point of Region 2",null,null,"Point S",1.5,"ft from left support"]
[null,"(kips-ft)","(kips-ft)"]
["A. Dead load",null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors"]
["Beam weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A9,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":361.79912362746046},{"$f":"HLOOKUP($A9,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":361.8781184895833},null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit"]
["Barrier weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A10,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":10.723283688865765},{"$f":"HLOOKUP($A10,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":10.725625000000001},null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam"]
["Diaphragm weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A11,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":23.099999999999998},{"$f":"HLOOKUP($A11,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":23.099999999999998},null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam"]
["Dc",{"$f":"SUM(B9:B11)","v":395.62240731632625},{"$f":"SUM(C9:C11)","v":395.7037434895833}]
["Wearing surface",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A13,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.67960149095993},{"$f":"HLOOKUP($A13,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":224.72865781249999},null,"Dynamic factor","IM",{"$f":"VLOOKUP($B$2,MAIN!$A$130:$B$135,2,FALSE)","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33}]
["Dw",{"$f":"SUM(B13)","v":224.67960149095993},{"$f":"SUM(C13)","v":224.72865781249999}]
["B. Live load on interior beam with impact",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \"due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point Z due to SU7 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point C due to SU7 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to SU7 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to SU7 with distribution and impact"}]
["Design truck",{"$f":"$F$18","v":392.35246805262688},{"$f":"$N$18","v":392.24419219555728},null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear"]
["Lane load",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,null,null,null,null,null,"kips-ft","kips"]
["LL + IM",{"$f":"SUM(B16:B17)","v":392.35246805262688},{"$f":"SUM(C16:C17)","v":392.24419219555728},null,"Interior beam",392.35246805262688,8.4586055567638745,null,null,null,null,null,"Interior beam",392.24419219555728,8.8682232592705965,null,null,null,null,null,"Interior beam",37.930849721890198,43.107289259588079,null,null,null,null,null,"Interior beam",35.400430549376146,43.201013691042604]
["C. Live load on exterior beam with impact",null,null,null,"Exterior beam",411.64313106521439,10.455430752053845,null,12,null,null,null,"Exterior beam",411.5295316451722,10.961747011233207,null,12,null,null,null,"Exterior beam",39.795783166549803,53.28363815262361,null,null,null,null,null,"Exterior beam",37.140951718053806,53.399488134783475]
["Design Truck",{"$f":"$F$19","v":411.64313106521439},{"$f":"$N$19","v":411.5295316451722}]
["Lane Load",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point Z  due to each axles of  SU7 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point C due to each axles of  SU7 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  SU7 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  SU7 \nwithout distribution and impact for"}]
["LL + IM",{"$f":"SUM(B20:B21)","v":411.64313106521439},{"$f":"SUM(C20:C21)","v":411.5295316451722}]
[]
["Unfactored moment and shear force at  shear critical point due to",null,null,null,{"$f":"\"Governing axle configuration for \" & $B$3","v":"Governing axle configuration for SU7"},null,null,null,null,null,null,null,{"$f":"E24","v":"Governing axle configuration for SU7"},null,null,null,null,null,null,null,{"$f":"M24","v":"Governing axle configuration for SU7"},null,null,null,null,null,null,null,{"$f":"U24","v":"Governing axle configuration for SU7"}]
["Load","Moment  \n(kips-ft)","Shear \n(kips)",null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["A. Dead load",null,null,null,"a",11.5,0,15.233870967741936,86.300573015545226,-2.6746491012065996,null,null,"a",11.5,0,14.75,84.8125,-2.5896946564885495,null,null,"g",8,0,1.6107142857142858,12.568840940956536,7.8032715376226829,null,null,"g",8,0,1.5,11.725190839694656,7.8167938931297707]
["Beam weight",{"$f":"HLOOKUP($A27,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":34.720522987085452},{"$f":"'Calculation Summary'!$D$51","v":21.012530505952377},null,"b",8,10,25.233870967741936,99.444193786688487,-3.0819995075104654,null,null,"b",8,10,24.75,99,-3.0229007633587788,null,null,"f",8,4,5.6107142857142858,11.781927091447267,7.3147219193020723,null,null,"f",8,4,5.5,10.992366412213741,7.3282442748091601]
["Barrier weight",{"$f":"HLOOKUP($A28,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":1.0290738520408163},{"$f":"'Calculation Summary'!$E$51","v":0.62278571428571428},null,"c",8,14,29.233870967741936,115.20779881008175,-3.570549125831076,null,null,"c",8,14,28.75,115,-3.5114503816793894,null,null,"e",17,8,9.6107142857142858,23.364403139118245,14.505616139585605,null,null,"e",17,8,9.5,21.801526717557252,14.534351145038167]
["Diaphragm weight",{"$f":"HLOOKUP($A29,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":2.5967857142857143},{"$f":"'Calculation Summary'!$F$51","v":1.0999999999999999},null,"Fr",77.5,17.032258064516128,32.266129032258064,0,0,null,null,"Fr",77.5,17.032258064516128,31.782258064516128,0,0,null,null,"d",17,12,13.610714285714286,21.692211208911043,13.467448200654307,null,null,"d",17,12,13.5,20.244274809160306,13.496183206106871]
["Dc",{"$f":"SUM(B27:B29)","v":38.346382553411985},{"$f":"SUM(C27:C29)","v":22.735316220238094},null,"d",17,18,33.233870967741936,278.31423314613437,8.3744151686776664,null,null,"d",17,18,32.75,278.375,8.5,null,null,"Fr",77.5,12.967741935483872,14.578456221198158,0,0,null,null,"Fr",77.5,12.967741935483872,14.467741935483872,0,0]
["Wearing surface",{"$f":"HLOOKUP($A31,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":21.561669884885202},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},null,"e",17,22,37.233870967741936,243.81189382084503,7.3362472297463688,null,null,"e",17,22,36.75,244.375,7.4618320610687023,null,null,"c",8,16,17.610714285714288,9.4211855429194582,5.8490730643402395,null,null,"c",8,16,17.5,8.7938931297709928,5.8625954198473282]
["Dw",{"$f":"SUM(B31)","v":21.561669884885202},{"$f":"SUM(C31)","v":13.048917678571428},null,"f",8,26,41.233870967741936,98.498613880261502,2.9638020192070922,null,null,"f",8,26,40.75,99,3.0229007633587788,null,null,"b",8,20,21.610714285714288,8.634271693410188,5.3605234460196289,null,null,"b",8,20,21.5,8.0610687022900755,5.3740458015267176]
["B. Live load on interior beam with impact",null,null,null,"g",8,30,45.233870967741936,82.262218903654741,2.4752524008864807,null,null,"g",8,30,44.75,83.000000000000014,2.5343511450381682,null,null,"a",11.5,30,31.610714285714288,9.5837939126032072,5.9500272628135216,null,null,"a",11.5,30,31.5,8.9541984732824424,5.9694656488549613]
["Design truck",{"$f":"$V$18","v":37.930849721890198},{"$f":"$W$18","v":43.107289259588079}]
["Lane load"]
["LL + IM",{"$f":"SUM(B34:B35)","v":37.930849721890198},{"$f":"SUM(C34:C35)","v":43.107289259588079}]
["C. Live load on exterior beam with impact"]
["Design truck",{"$f":"$V$19","v":39.795783166549803},{"$f":"$W$19","v":53.28363815262361}]
["Lane load"]
["LL + IM",{"$f":"SUM(B38:B39)","v":39.795783166549803},{"$f":"SUM(C38:C39)","v":53.28363815262361}]
[]
[{"$f":"\"Axle configuration for \" & $B$3","v":"Axle configuration for SU7"}]
["Axle no ","Load\n(kips)","Distance from first axle\n(ft)"]
["Fr",{"$f":"SUM(B45:B51)","v":77.5},{"$f":"SUMPRODUCT(B45:B51,C45:C51)/B44","v":17.032258064516128}]
["a",11.5,0]
["b",8,10]
["c",8,14]
["d",17,18]
["e",17,22]
["f",8,26]
["g",8,30]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Temporary trials",null,null,null,{"$f":"A81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"E81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"M81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"U81","v":"Temporary trials"}]
[{"$f":"\"axle configuration for \" & $B$3","v":"axle configuration for SU7"},null,null,null,{"$f":"A82","v":"axle configuration for SU7"},null,null,null,"Trial Z",34.259090909090908,null,null,{"$f":"E82","v":"axle configuration for SU7"},null,null,null,"Trial Z",32.75,null,null,{"$f":"M82","v":"axle configuration for SU7"},null,null,null,null,null,null,null,{"$f":"U82","v":"axle configuration for SU7"}]
["axle No","Load\n(kips)","Distance from first axle\n(ft)",null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["Fr",{"$f":"SUM(B85:B91)","v":77.5},{"$f":"SUMPRODUCT(B85:B91,C85:C91)/B84","v":17.032258064516128},null,{"$f":"_xlfn.SORTBY(A84:C91,C84:C91)","v":"a"},11.5,0,24.259090909090911,133.06220790486407,-4.259229701596114,null,null,{"$f":"_xlfn.SORTBY(A84:C91,C84:C91)","v":"a"},11.5,0,22.750000000000004,130.8125,-3.9942748091603062,null,null,"g",8,0,1.6107142857142858,12.568840940956536,7.8032715376226829,null,null,"g",8,0,1.5,11.725190839694656,7.8167938931297707]
["a",11.5,0,null,"b",8,10,31.240909090909092,0,0,null,null,"b",8,10,29.731818181818184,0,0,null,null,"f",8,4,5.6107142857142858,11.781927091447267,7.3147219193020723,null,null,"f",8,4,5.5,10.992366412213741,7.3282442748091601]
["b",8,10,null,"c",8,14,34.259090909090908,130.72184972556937,3.8156835530881335,null,null,"c",8,14,32.75,131,4,null,null,"e",17,8,9.6107142857142858,23.364403139118245,14.505616139585605,null,null,"e",17,8,9.5,21.801526717557252,14.534351145038167]
["c",8,14,null,"Fr",77.5,17.032258064516128,38.259090909090908,113.9845839379219,3.3271339347675228,null,null,"Fr",77.5,17.032258064516128,36.75,115,3.5114503816793894,null,null,"d",17,12,13.610714285714286,21.692211208911043,13.467448200654307,null,null,"d",17,12,13.5,20.244274809160306,13.496183206106871]
["d",17,18,null,"d",17,18,42.259090909090915,0,0,null,null,"d",17,18,40.75,0,0,null,null,"Fr",77.5,12.967741935483872,14.578456221198158,0,0,null,null,"Fr",77.5,12.967741935483872,14.467741935483872,0,0]
["e",17,22,null,"e",17,22,46.259090909090915,0,0,null,null,"e",17,22,44.75,0,0,null,null,"c",8,16,17.610714285714288,9.4211855429194582,5.8490730643402395,null,null,"c",8,16,17.5,8.7938931297709928,5.8625954198473282]
["f",8,26,null,"f",8,26,50.259090909090915,0,0,null,null,"f",8,26,48.75,0,0,null,null,"b",8,20,21.610714285714288,8.634271693410188,5.3605234460196289,null,null,"b",8,20,21.5,8.0610687022900755,5.3740458015267176]
["g",8,30,null,"g",8,30,54.259090909090915,0,0,null,null,"g",8,30,52.75,0,0,null,null,"a",11.5,30,31.610714285714288,9.5837939126032072,5.9500272628135216,null,null,"a",11.5,30,31.5,8.9541984732824424,5.9694656488549613]

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["Unfactored Moment and Shear Forces for  ",null,null,null,"At Moment Critical Point",null,null,null,null,null,null,null,"At center",null,null,null,null,null,null,null,"At Shear Critical Point",null,null,null,null,null,null,null,"At Region 2"]
["Vehicle type","D. Emergency Vehicles",null,null,"Vehicle Type:",{"$f":"$B$2","v":"D. Emergency Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"D. Emergency Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"D. Emergency Vehicles"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"D. Emergency Vehicles"}]
[null,"EV2",null,null,null,{"$f":"$B$3","v":"EV2"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"EV2"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"EV2"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"EV2"}]
[null,null,null,null,"No of axles",{"$f":"COUNT(B45:B63)","v":2},"nos",null,null,null,null,null,"No of axles",{"$f":"F4","v":2},"nos",null,null,null,null,null,"No of axles",{"$f":"N4","v":2},"nos",null,null,null,null,null,"No of axles",3,"nos"]
["Unfactored moment due to"]
["Load","At Moment critical point","At center",null,"Location of moment critical point",null,null,"Point Z ",35.880434782608695,"ft from left support",null,null,"Location of center",null,null,"Point C",32.75,"ft from left support",null,null,"Location of shear critical point",null,null,"Point S",1.6107142857142858,"ft from left support",null,null,"Location of Start Point of Region 2",null,null,"Point S",1.5,"ft from left support"]
[null,"(kips-ft)","(kips-ft)"]
["A. Dead load",null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors"]
["Beam weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A9,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":358.57176688277798},{"$f":"HLOOKUP($A9,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":361.8781184895833},null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit"]
["Barrier weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A10,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":10.627628780718336},{"$f":"HLOOKUP($A10,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":10.725625000000001},null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam"]
["Diaphragm weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A11,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":23.099999999999998},{"$f":"HLOOKUP($A11,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":23.099999999999998},null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam"]
["Dc",{"$f":"SUM(B9:B11)","v":392.29939566349634},{"$f":"SUM(C9:C11)","v":395.7037434895833}]
["Wearing surface",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A13,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":222.67539202800094},{"$f":"HLOOKUP($A13,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":224.72865781249999},null,"Dynamic factor","IM",{"$f":"VLOOKUP($B$2,MAIN!$A$130:$B$135,2,FALSE)","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33}]
["Dw",{"$f":"SUM(B13)","v":222.67539202800094},{"$f":"SUM(C13)","v":224.72865781249999}]
["B. Live load on interior beam with impact",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \"due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point Z due to EV2 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point C due to EV2 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to EV2 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to EV2 with distribution and impact"}]
["Design truck",{"$f":"$F$18","v":301.02044982755649},{"$f":"$N$18","v":297.6580607774095},null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear"]
["Lane load",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,null,null,null,null,null,"kips-ft","kips"]
["LL + IM",{"$f":"SUM(B16:B17)","v":301.02044982755649},{"$f":"SUM(C16:C17)","v":297.6580607774095},null,"Interior beam",301.02044982755649,5.3646265104964099,null,null,null,null,null,"Interior beam",297.6580607774095,7.3307914825286886,null,null,null,null,null,"Interior beam",31.848855913103744,36.195283113860313,null,null,null,null,null,"Interior beam",29.716669892270239,36.264820595262044]
["C. Live load on exterior beam with impact",null,null,null,"Exterior beam",315.82062194407803,6.6310552743857238,null,2,null,null,null,"Exterior beam",312.29291543229886,9.0613733184466625,null,2,null,null,null,"Exterior beam",33.414757995498015,44.739912933442717,null,null,null,null,null,"Exterior beam",31.177739495306867,44.825866146012913]
["Design Truck",{"$f":"$F$19","v":315.82062194407803},{"$f":"$N$19","v":312.29291543229886}]
["Lane Load",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point Z  due to each axles of  EV2 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point C due to each axles of  EV2 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  EV2 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  EV2 \nwithout distribution and impact for"}]
["LL + IM",{"$f":"SUM(B20:B21)","v":315.82062194407803},{"$f":"SUM(C20:C21)","v":312.29291543229886}]
[]
["Unfactored moment and shear force at  shear critical point due to",null,null,null,{"$f":"\"Governing axle configuration for \" & $B$3","v":"Governing axle configuration for EV2"},null,null,null,null,null,null,null,{"$f":"E24","v":"Governing axle configuration for EV2"},null,null,null,null,null,null,null,{"$f":"M24","v":"Governing axle configuration for EV2"},null,null,null,null,null,null,null,{"$f":"U24","v":"Governing axle configuration for EV2"}]
["Load","Moment  \n(kips-ft)","Shear \n(kips)",null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["A. Dead load",null,null,null,"a",24,0,20.880434782608695,226.61474191546776,-7.6508463325589116,null,null,"a",24,0,17.75,212.99999999999991,-6.5038167938931295,null,null,"b",33.5,0,1.6107142857142858,52.632021440255492,32.676199563794988,null,null,"b",33.5,0,1.5,49.099236641221374,32.732824427480914]
["Beam weight",{"$f":"HLOOKUP($A27,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":34.720522987085452},{"$f":"'Calculation Summary'!$D$51","v":21.012530505952377},null,"Fr",57.5,8.7391304347826093,29.619565217391305,0,0,null,null,"Fr",57.5,8.7391304347826093,26.489130434782609,0,0,null,null,"Fr",57.5,6.2608695652173907,7.8715838509316765,0,0,null,null,"Fr",57.5,6.2608695652173907,7.7608695652173907,0,0]
["Barrier weight",{"$f":"HLOOKUP($A28,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":1.0290738520408163},{"$f":"'Calculation Summary'!$E$51","v":0.62278571428571428},null,"b",33.5,15,35.880434782608695,543.55047962452568,15.148937935612349,null,null,"b",33.5,15,32.75,548.5625,16.75,null,null,"a",24,15,16.610714285714288,28.853742015890326,17.913631406761176,null,null,"a",24,15,16.5,26.931297709923662,17.954198473282442]
["Diaphragm weight",{"$f":"HLOOKUP($A29,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":2.5967857142857143},{"$f":"'Calculation Summary'!$F$51","v":1.0999999999999999}]
["Dc",{"$f":"SUM(B27:B29)","v":38.346382553411985},{"$f":"SUM(C27:C29)","v":22.735316220238094}]
["Wearing surface",{"$f":"HLOOKUP($A31,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":21.561669884885202},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428}]
["Dw",{"$f":"SUM(B31)","v":21.561669884885202},{"$f":"SUM(C31)","v":13.048917678571428}]
["B. Live load on interior beam with impact"]
["Design truck",{"$f":"$V$18","v":31.848855913103744},{"$f":"$W$18","v":36.195283113860313}]
["Lane load"]
["LL + IM",{"$f":"SUM(B34:B35)","v":31.848855913103744},{"$f":"SUM(C34:C35)","v":36.195283113860313}]
["C. Live load on exterior beam with impact"]
["Design truck",{"$f":"$V$19","v":33.414757995498015},{"$f":"$W$19","v":44.739912933442717}]
["Lane load"]
["LL + IM",{"$f":"SUM(B38:B39)","v":33.414757995498015},{"$f":"SUM(C38:C39)","v":44.739912933442717}]
[]
[{"$f":"\"Axle configuration for \" & $B$3","v":"Axle configuration for EV2"}]
["Axle no ","Load\n(kips)","Distance from first axle\n(ft)"]
["Fr",{"$f":"SUM(B45:B46)","v":57.5},{"$f":"SUMPRODUCT(B45:B46,C45:C46)/B44","v":8.7391304347826093}]
["a",24,0]
["b",33.5,15]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Temporary trials",null,null,null,{"$f":"A81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"E81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"M81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"U81","v":"Temporary trials"}]
[{"$f":"\"axle configuration for \" & $B$3","v":"axle configuration for EV2"},null,null,null,{"$f":"A82","v":"axle configuration for EV2"},null,null,null,"Trial Z",32.75,null,null,{"$f":"E82","v":"axle configuration for EV2"},null,null,null,"Trial Z",32.75,null,null,{"$f":"M82","v":"axle configuration for EV2"},null,null,null,null,null,null,null,{"$f":"U82","v":"axle configuration for EV2"}]
["axle No","Load\n(kips)","Distance from first axle\n(ft)",null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["Fr",{"$f":"SUM(B85:B86)","v":57.5},{"$f":"SUMPRODUCT(B85:B86,C85:C86)/B84","v":8.7391304347826093},null,{"$f":"_xlfn.SORTBY(A84:C86,C84:C86)","v":"a"},24,0,17.75,0,0,null,null,{"$f":"_xlfn.SORTBY(A84:C86,C84:C86)","v":"a"},24,0,17.75,0,0,null,null,"b",33.5,0,1.6107142857142858,52.632021440255492,32.676199563794988,null,null,"b",33.5,0,1.5,49.099236641221374,32.732824427480914]
["a",24,0,null,"Fr",57.5,8.7391304347826093,32.75,0,0,null,null,"Fr",57.5,8.7391304347826093,32.75,0,0,null,null,"Fr",57.5,6.2608695652173907,7.8715838509316765,0,0,null,null,"Fr",57.5,6.2608695652173907,7.7608695652173907,0,0]
["b",33.5,15,null,"b",33.5,15,32.75,548.5625,16.75,null,null,"b",33.5,15,32.75,548.5625,16.75,null,null,"a",24,15,16.610714285714288,28.853742015890326,17.913631406761176,null,null,"a",24,15,16.5,26.931297709923662,17.954198473282442]

{"sheet":"EV3","index":20,"n_rows":87,"n_cols":34,"rows_kept":87,"cut":false,"hidden":true,"merged":[[16,8,17,9],[18,8,18,9],[16,16,17,17],[18,16,18,17],[9,4,9,5],[9,12,9,13],[9,20,9,21],[10,4,10,5],[10,12,10,13],[10,20,10,21],[5,12,5,14],[5,20,5,22],[8,4,8,5],[8,12,8,13],[8,20,8,21],[20,4,21,11],[20,12,21,19],[20,20,21,27],[0,0,0,3],[0,4,0,11],[0,12,0,19],[0,20,0,27],[1,0,2,0],[1,4,2,4],[1,12,2,12],[1,20,2,20],[2,5,2,6],[2,13,2,14],[2,21,2,22],[5,0,6,0],[5,4,5,6],[0,28,0,35],[1,28,2,28],[1,29,1,30],[2,29,2,30],[5,28,5,30],[8,28,8,29],[9,28,9,29],[10,28,10,29],[15,28,16,28],[20,28,21,35]]}
["Unfactored Moment and Shear Forces for  ",null,null,null,"At Moment Critical Point",null,null,null,null,null,null,null,"At center",null,null,null,null,null,null,null,"At Shear Critical Point",null,null,null,null,null,null,null,"At Region 2"]
["Vehicle type","D. Emergency Vehicles",null,null,"Vehicle Type:",{"$f":"$B$2","v":"D. Emergency Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"D. Emergency Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"D. Emergency Vehicles"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"D. Emergency Vehicles"}]
[null,"EV3",null,null,null,{"$f":"$B$3","v":"EV3"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"EV3"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"EV3"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"EV3"}]
[null,null,null,null,"No of axles",{"$f":"COUNT(B45:B63)","v":3},"nos",null,null,null,null,null,"No of axles",{"$f":"F4","v":3},"nos",null,null,null,null,null,"No of axles",{"$f":"N4","v":3},"nos",null,null,null,null,null,"No of axles",3,"nos"]
["Unfactored moment due to"]
["Load","At Moment critical point","At center",null,"Location of moment critical point",null,null,"Point Z ",34.122093023255815,"ft from left support",null,null,"Location of center",null,null,"Point C",32.75,"ft from left support",null,null,"Location of shear critical point",null,null,"Point S",1.6107142857142858,"ft from left support",null,null,"Location of Start Point of Region 2",null,null,"Point S",1.5,"ft from left support"]
[null,"(kips-ft)","(kips-ft)"]
["A. Dead load",null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors"]
["Beam weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A9,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":361.24292384608231},{"$f":"HLOOKUP($A9,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":361.8781184895833},null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit"]
["Barrier weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A10,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":10.706798607355328},{"$f":"HLOOKUP($A10,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":10.725625000000001},null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam"]
["Diaphragm weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A11,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":23.099999999999994},{"$f":"HLOOKUP($A11,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":23.099999999999998},null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam"]
["Dc",{"$f":"SUM(B9:B11)","v":395.04972245343765},{"$f":"SUM(C9:C11)","v":395.7037434895833}]
["Wearing surface",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A13,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.33419782061247},{"$f":"HLOOKUP($A13,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":224.72865781249999},null,"Dynamic factor","IM",{"$f":"VLOOKUP($B$2,MAIN!$A$130:$B$135,2,FALSE)","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33}]
["Dw",{"$f":"SUM(B13)","v":224.33419782061247},{"$f":"SUM(C13)","v":224.72865781249999}]
["B. Live load on interior beam with impact",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \"due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point Z due to EV3 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point C due to EV3 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to EV3 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to EV3 with distribution and impact"}]
["Design truck",{"$f":"$F$18","v":456.7970233600409},{"$f":"$N$18","v":455.83089159675524},null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear"]
["Lane load",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,null,null,null,null,null,"kips-ft","kips"]
["LL + IM",{"$f":"SUM(B16:B17)","v":456.7970233600409},{"$f":"SUM(C16:C17)","v":455.83089159675524},null,"Interior beam",456.7970233600409,14.88277652441101,null,null,null,null,null,"Interior beam",455.83089159675524,16.171706894965503,null,null,null,null,null,"Interior beam",47.23530820948092,53.681531238589415,null,null,null,null,null,"Interior beam",44.073759804077916,53.785535123816366]
["C. Live load on exterior beam with impact",null,null,null,"Exterior beam",479.25621034190965,18.396157416850187,null,4,null,null,null,"Exterior beam",478.24257710026245,19.989365912401244,null,4,null,null,null,"Exterior beam",49.557710863113741,66.354144162742756,null,null,null,null,null,"Exterior beam",46.240719661111747,66.482700271978203]
["Design Truck",{"$f":"$F$19","v":479.25621034190965},{"$f":"$N$19","v":478.24257710026245}]
["Lane Load",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point Z  due to each axles of  EV3 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point C due to each axles of  EV3 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  EV3 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  EV3 \nwithout distribution and impact for"}]
["LL + IM",{"$f":"SUM(B20:B21)","v":479.25621034190965},{"$f":"SUM(C20:C21)","v":478.24257710026245}]
[]
["Unfactored moment and shear force at  shear critical point due to",null,null,null,{"$f":"\"Governing axle configuration for \" & $B$3","v":"Governing axle configuration for EV3"},null,null,null,null,null,null,null,{"$f":"E24","v":"Governing axle configuration for EV3"},null,null,null,null,null,null,null,{"$f":"M24","v":"Governing axle configuration for EV3"},null,null,null,null,null,null,null,{"$f":"U24","v":"Governing axle configuration for EV3"}]
["Load","Moment  \n(kips-ft)","Shear \n(kips)",null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["A. Dead load",null,null,null,"a",24,0,19.122093023255815,219.85145261106686,-7.006568436002131,null,null,"a",24,0,17.75,212.99999999999991,-6.5038167938931295,null,null,"c",31,0,1.6107142857142858,48.704258646206576,30.237677208287895,null,null,"c",31,0,1.5,45.435114503816791,30.29007633587786]
["Beam weight",{"$f":"HLOOKUP($A27,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":34.720522987085452},{"$f":"'Calculation Summary'!$D$51","v":21.012530505952377},null,"Fr",86,12.255813953488373,31.377906976744185,0,0,null,null,"Fr",86,12.255813953488373,30.005813953488371,0,0,null,null,"b",31,4,5.6107142857142858,45.654967479358163,28.344547437295532,null,null,"b",31,4,5.5,42.595419847328245,28.396946564885496]
["Barrier weight",{"$f":"HLOOKUP($A28,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":1.0290738520408163},{"$f":"'Calculation Summary'!$E$51","v":0.62278571428571428},null,"b",31,15,34.122093023255815,506.73397989009948,14.850612462275876,null,null,"b",31,15,32.75,507.625,15.5,null,null,"Fr",86,6.7441860465116275,8.3549003322259132,0,0,null,null,"Fr",86,6.7441860465116275,8.2441860465116275,0,0]
["Diaphragm weight",{"$f":"HLOOKUP($A29,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":2.5967857142857143},{"$f":"'Calculation Summary'!$F$51","v":1.0999999999999999},null,"c",31,19,38.122093023255815,442.13642973920304,12.957482691283509,null,null,"c",31,19,36.75,445.625,13.606870229007633,null,null,"a",24,19,20.610714285714288,26.493000467362521,16.447982551799345,null,null,"a",24,19,20.5,24.732824427480917,16.488549618320612]
["Dc",{"$f":"SUM(B27:B29)","v":38.346382553411985},{"$f":"SUM(C27:C29)","v":22.735316220238094}]
["Wearing surface",{"$f":"HLOOKUP($A31,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":21.561669884885202},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428}]
["Dw",{"$f":"SUM(B31)","v":21.561669884885202},{"$f":"SUM(C31)","v":13.048917678571428}]
["B. Live load on interior beam with impact"]
["Design truck",{"$f":"$V$18","v":47.23530820948092},{"$f":"$W$18","v":53.681531238589415}]
["Lane load"]
["LL + IM",{"$f":"SUM(B34:B35)","v":47.23530820948092},{"$f":"SUM(C34:C35)","v":53.681531238589415}]
["C. Live load on exterior beam with impact"]
["Design truck",{"$f":"$V$19","v":49.557710863113741},{"$f":"$W$19","v":66.354144162742756}]
["Lane load"]
["LL + IM",{"$f":"SUM(B38:B39)","v":49.557710863113741},{"$f":"SUM(C38:C39)","v":66.354144162742756}]
[]
[{"$f":"\"Axle configuration for \" & $B$3","v":"Axle configuration for EV3"}]
["Axle no ","Load\n(kips)","Distance from first axle\n(ft)"]
["Fr",{"$f":"SUM(B45:B47)","v":86},{"$f":"SUMPRODUCT(B45:B47,C45:C47)/B44","v":12.255813953488373}]
["a",24,0]
["b",31,15]
["c",31,19]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Temporary trials",null,null,null,{"$f":"A81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"E81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"M81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"U81","v":"Temporary trials"}]
[{"$f":"\"axle configuration for \" & $B$3","v":"axle configuration for EV3"},null,null,null,{"$f":"A82","v":"axle configuration for EV3"},null,null,null,"Trial Z",34.122093023255815,null,null,{"$f":"E82","v":"axle configuration for EV3"},null,null,null,"Trial Z",32.75,null,null,{"$f":"M82","v":"axle configuration for EV3"},null,null,null,null,null,null,null,{"$f":"U82","v":"axle configuration for EV3"}]
["axle No","Load\n(kips)","Distance from first axle\n(ft)",null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["Fr",{"$f":"SUM(B85:B87)","v":86},{"$f":"SUMPRODUCT(B85:B87,C85:C87)/B84","v":12.255813953488373},null,{"$f":"_xlfn.SORTBY(A84:C87,C84:C87)","v":"a"},24,0,19.122093023255815,219.85145261106686,-7.006568436002131,null,null,{"$f":"_xlfn.SORTBY(A84:C87,C84:C87)","v":"a"},24,0,17.75,212.99999999999991,-6.5038167938931295,null,null,"c",31,0,1.6107142857142858,48.704258646206576,30.237677208287895,null,null,"c",31,0,1.5,45.435114503816791,30.29007633587786]
["a",24,0,null,"Fr",86,12.255813953488373,31.377906976744185,0,0,null,null,"Fr",86,12.255813953488373,30.005813953488371,0,0,null,null,"b",31,4,5.6107142857142858,45.654967479358163,28.344547437295532,null,null,"b",31,4,5.5,42.595419847328245,28.396946564885496]
["b",31,15,null,"b",31,15,34.122093023255815,506.73397989009948,14.850612462275876,null,null,"b",31,15,32.75,507.625,15.5,null,null,"Fr",86,6.7441860465116275,8.3549003322259132,0,0,null,null,"Fr",86,6.7441860465116275,8.2441860465116275,0,0]
["c",31,19,null,"c",31,19,38.122093023255815,442.13642973920304,12.957482691283509,null,null,"c",31,19,36.75,445.625,13.606870229007633,null,null,"a",24,19,20.610714285714288,26.493000467362521,16.447982551799345,null,null,"a",24,19,20.5,24.732824427480917,16.488549618320612]

{"sheet":"Type3","index":21,"n_rows":87,"n_cols":34,"rows_kept":87,"cut":false,"hidden":true,"merged":[[16,8,17,9],[18,8,18,9],[16,16,17,17],[18,16,18,17],[9,4,9,5],[9,12,9,13],[9,20,9,21],[10,4,10,5],[10,12,10,13],[10,20,10,21],[5,12,5,14],[5,20,5,22],[8,4,8,5],[8,12,8,13],[8,20,8,21],[20,4,21,11],[20,12,21,19],[20,20,21,27],[0,0,0,3],[0,4,0,11],[0,12,0,19],[0,20,0,27],[1,0,2,0],[1,4,2,4],[1,12,2,12],[1,20,2,20],[2,5,2,6],[2,13,2,14],[2,21,2,22],[5,0,6,0],[5,4,5,6],[0,28,0,35],[1,28,2,28],[1,29,1,30],[2,29,2,30],[5,28,5,30],[8,28,8,29],[9,28,9,29],[10,28,10,29],[15,28,16,28],[20,28,21,35]]}
["Unfactored Moment and Shear Forces for  ",null,null,null,"At Moment Critical Point",null,null,null,null,null,null,null,"At center",null,null,null,null,null,null,null,"At Shear Critical Point",null,null,null,null,null,null,null,"At Region 2"]
["Vehicle type","E. AASHTO Legal Vehicles",null,null,"Vehicle Type:",{"$f":"$B$2","v":"E. AASHTO Legal Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"E. AASHTO Legal Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"E. AASHTO Legal Vehicles"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"E. AASHTO Legal Vehicles"}]
[null,"Type3",null,null,null,{"$f":"$B$3","v":"Type3"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"Type3"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"Type3"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"Type3"}]
[null,null,null,null,"No of axles",{"$f":"COUNT(B45:B63)","v":3},"nos",null,null,null,null,null,"No of axles",{"$f":"F4","v":3},"nos",null,null,null,null,null,"No of axles",{"$f":"N4","v":3},"nos",null,null,null,null,null,"No of axles",3,"nos"]
["Unfactored moment due to"]
["Load","At Moment critical point","At center",null,"Location of moment critical point",null,null,"Point Z ",34.47,"ft from left support",null,null,"Location of center",null,null,"Point C",32.75,"ft from left support",null,null,"Location of shear critical point",null,null,"Point S",1.6107142857142858,"ft from left support",null,null,"Location of Start Point of Region 2",null,null,"Point S",1.5,"ft from left support"]
[null,"(kips-ft)","(kips-ft)"]
["A. Dead load",null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors"]
["Beam weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A9,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":360.87996665624996},{"$f":"HLOOKUP($A9,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":361.8781184895833},null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit"]
["Barrier weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A10,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":10.696041000000001},{"$f":"HLOOKUP($A10,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":10.725625000000001},null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam"]
["Diaphragm weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A11,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":23.099999999999998},{"$f":"HLOOKUP($A11,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":23.099999999999998},null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam"]
["Dc",{"$f":"SUM(B9:B11)","v":394.67600765624996},{"$f":"SUM(C9:C11)","v":395.7037434895833}]
["Wearing surface",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A13,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.10879905249999},{"$f":"HLOOKUP($A13,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":224.72865781249999},null,"Dynamic factor","IM",{"$f":"VLOOKUP($B$2,MAIN!$A$130:$B$135,2,FALSE)","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33}]
["Dw",{"$f":"SUM(B13)","v":224.10879905249999},{"$f":"SUM(C13)","v":224.72865781249999}]
["B. Live load on interior beam with impact",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \"due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point Z due to Type3 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point C due to Type3 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to Type3 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to Type3 with distribution and impact"}]
["Design truck",{"$f":"$F$18","v":260.70139119950602},{"$f":"$N$18","v":259.81872256286647},null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear"]
["Lane load",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,null,null,null,null,null,"kips-ft","kips"]
["LL + IM",{"$f":"SUM(B16:B17)","v":260.70139119950602},{"$f":"SUM(C16:C17)","v":259.81872256286647},null,"Interior beam",260.70139119950602,7.3785802144878074,null,null,null,null,null,"Interior beam",259.81872256286647,8.3179701455698947,null,null,null,null,null,"Interior beam",27.12799913729452,30.830168963241878,null,null,null,null,null,"Interior beam",25.312874233536217,30.89063633837382]
["C. Live load on exterior beam with impact",null,null,null,"Exterior beam",273.51920960014843,9.1204435486842588,null,4,null,null,null,"Exterior beam",272.59314308887411,10.281595503068928,null,4,null,null,null,"Exterior beam",28.461792428211506,38.108254901605591,null,null,null,null,null,"Exterior beam",26.557423883351753,38.182996825579679]
["Design Truck",{"$f":"$F$19","v":273.51920960014843},{"$f":"$N$19","v":272.59314308887411}]
["Lane Load",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point Z  due to each axles of  Type3 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point C due to each axles of  Type3 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  Type3 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  Type3 \nwithout distribution and impact for"}]
["LL + IM",{"$f":"SUM(B20:B21)","v":273.51920960014843},{"$f":"SUM(C20:C21)","v":272.59314308887411}]
[]
["Unfactored moment and shear force at  shear critical point due to",null,null,null,{"$f":"\"Governing axle configuration for \" & $B$3","v":"Governing axle configuration for Type3"},null,null,null,null,null,null,null,{"$f":"E24","v":"Governing axle configuration for Type3"},null,null,null,null,null,null,null,{"$f":"M24","v":"Governing axle configuration for Type3"},null,null,null,null,null,null,null,{"$f":"U24","v":"Governing axle configuration for Type3"}]
["Load","Moment  \n(kips-ft)","Shear \n(kips)",null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["A. Dead load",null,null,null,"a",16,0,19.47,147.57962748091609,-4.7560305343511446,null,null,"a",16,0,17.75,141.99999999999994,-4.33587786259542,null,null,"c",17,0,1.6107142857142858,26.708786999532638,16.581952017448202,null,null,"c",17,0,1.5,24.916030534351144,16.610687022900763]
["Beam weight",{"$f":"HLOOKUP($A27,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":34.720522987085452},{"$f":"'Calculation Summary'!$D$51","v":21.012530505952377},null,"Fr",50,11.56,31.03,0,0,null,null,"Fr",50,11.56,29.310000000000002,0,0,null,null,"b",17,4,5.6107142857142858,25.036595069325443,15.543784078516904,null,null,"b",17,4,5.5,23.358778625954201,15.572519083969466]
["Barrier weight",{"$f":"HLOOKUP($A28,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":1.0290738520408163},{"$f":"'Calculation Summary'!$E$51","v":0.62278571428571428},null,"b",17,15,34.47,277.60717099236643,8.0535877862595431,null,null,"b",17,15,32.75,278.375,8.5,null,null,"Fr",50,7.4399999999999995,9.0507142857142853,0,0,null,null,"Fr",50,7.4399999999999995,8.94,0,0]
["Diaphragm weight",{"$f":"HLOOKUP($A29,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":2.5967857142857143},{"$f":"'Calculation Summary'!$F$51","v":1.0999999999999999},null,"c",17,19,38.47,241.8215221374046,7.0154198473282445,null,null,"c",17,19,36.75,244.375,7.4618320610687023,null,null,"a",16,19,20.610714285714288,17.662000311575014,10.965321701199564,null,null,"a",16,19,20.5,16.488549618320612,10.992366412213741]
["Dc",{"$f":"SUM(B27:B29)","v":38.346382553411985},{"$f":"SUM(C27:C29)","v":22.735316220238094}]
["Wearing surface",{"$f":"HLOOKUP($A31,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":21.561669884885202},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428}]
["Dw",{"$f":"SUM(B31)","v":21.561669884885202},{"$f":"SUM(C31)","v":13.048917678571428}]
["B. Live load on interior beam with impact"]
["Design truck",{"$f":"$V$18","v":27.12799913729452},{"$f":"$W$18","v":30.830168963241878}]
["Lane load"]
["LL + IM",{"$f":"SUM(B34:B35)","v":27.12799913729452},{"$f":"SUM(C34:C35)","v":30.830168963241878}]
["C. Live load on exterior beam with impact"]
["Design truck",{"$f":"$V$19","v":28.461792428211506},{"$f":"$W$19","v":38.108254901605591}]
["Lane load"]
["LL + IM",{"$f":"SUM(B38:B39)","v":28.461792428211506},{"$f":"SUM(C38:C39)","v":38.108254901605591}]
[]
[{"$f":"\"Axle configuration for \" & $B$3","v":"Axle configuration for Type3"}]
["Axle no ","Load\n(kips)","Distance from first axle\n(ft)"]
["Fr",{"$f":"SUM(B45:B47)","v":50},{"$f":"SUMPRODUCT(B45:B47,C45:C47)/B44","v":11.56}]
["a",16,0]
["b",17,15]
["c",17,19]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Temporary trials",null,null,null,{"$f":"A81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"E81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"M81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"U81","v":"Temporary trials"}]
[{"$f":"\"axle configuration for \" & $B$3","v":"axle configuration for Type3"},null,null,null,{"$f":"A82","v":"axle configuration for Type3"},null,null,null,"Trial Z",34.47,null,null,{"$f":"E82","v":"axle configuration for Type3"},null,null,null,"Trial Z",32.75,null,null,{"$f":"M82","v":"axle configuration for Type3"},null,null,null,null,null,null,null,{"$f":"U82","v":"axle configuration for Type3"}]
["axle No","Load\n(kips)","Distance from first axle\n(ft)",null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["Fr",{"$f":"SUM(B85:B87)","v":50},{"$f":"SUMPRODUCT(B85:B87,C85:C87)/B84","v":11.56},null,{"$f":"_xlfn.SORTBY(A84:C87,C84:C87)","v":"a"},16,0,19.47,147.57962748091609,-4.7560305343511446,null,null,{"$f":"_xlfn.SORTBY(A84:C87,C84:C87)","v":"a"},16,0,17.75,141.99999999999994,-4.33587786259542,null,null,"c",17,0,1.6107142857142858,26.708786999532638,16.581952017448202,null,null,"c",17,0,1.5,24.916030534351144,16.610687022900763]
["a",16,0,null,"Fr",50,11.56,31.03,0,0,null,null,"Fr",50,11.56,29.310000000000002,0,0,null,null,"b",17,4,5.6107142857142858,25.036595069325443,15.543784078516904,null,null,"b",17,4,5.5,23.358778625954201,15.572519083969466]
["b",17,15,null,"b",17,15,34.47,277.60717099236643,8.0535877862595431,null,null,"b",17,15,32.75,278.375,8.5,null,null,"Fr",50,7.4399999999999995,9.0507142857142853,0,0,null,null,"Fr",50,7.4399999999999995,8.94,0,0]
["c",17,19,null,"c",17,19,38.47,241.8215221374046,7.0154198473282445,null,null,"c",17,19,36.75,244.375,7.4618320610687023,null,null,"a",16,19,20.610714285714288,17.662000311575014,10.965321701199564,null,null,"a",16,19,20.5,16.488549618320612,10.992366412213741]

{"sheet":"Type3S2","index":22,"n_rows":89,"n_cols":34,"rows_kept":89,"cut":false,"hidden":true,"merged":[[16,8,17,9],[18,8,18,9],[16,16,17,17],[18,16,18,17],[9,4,9,5],[9,12,9,13],[9,20,9,21],[10,4,10,5],[10,12,10,13],[10,20,10,21],[5,12,5,14],[5,20,5,22],[8,4,8,5],[8,12,8,13],[8,20,8,21],[20,4,21,11],[20,12,21,19],[20,20,21,27],[0,0,0,3],[0,4,0,11],[0,12,0,19],[0,20,0,27],[1,0,2,0],[1,4,2,4],[1,12,2,12],[1,20,2,20],[2,5,2,6],[2,13,2,14],[2,21,2,22],[5,0,6,0],[5,4,5,6],[0,28,0,35],[1,28,2,28],[1,29,1,30],[2,29,2,30],[5,28,5,30],[8,28,8,29],[9,28,9,29],[10,28,10,29],[15,28,16,28],[20,28,21,35]]}
["Unfactored Moment and Shear Forces for  ",null,null,null,"At Moment Critical Point",null,null,null,null,null,null,null,"At center",null,null,null,null,null,null,null,"At Shear Critical Point",null,null,null,null,null,null,null,"At Region 2"]
["Vehicle type","E. AASHTO Legal Vehicles",null,null,"Vehicle Type:",{"$f":"$B$2","v":"E. AASHTO Legal Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"E. AASHTO Legal Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"E. AASHTO Legal Vehicles"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"E. AASHTO Legal Vehicles"}]
[null,"Type3S2",null,null,null,{"$f":"$B$3","v":"Type3S2"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"Type3S2"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"Type3S2"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"Type3S2"}]
[null,null,null,null,"No of axles",{"$f":"COUNT(B45:B63)","v":5},"nos",null,null,null,null,null,"No of axles",{"$f":"F4","v":5},"nos",null,null,null,null,null,"No of axles",{"$f":"N4","v":5},"nos",null,null,null,null,null,"No of axles",3,"nos"]
["Unfactored moment due to"]
["Load","At Moment critical point","At center",null,"Location of moment critical point",null,null,"Point Z ",29.055555555555554,"ft from left support",null,null,"Location of center",null,null,"Point C",32.75,"ft from left support",null,null,"Location of shear critical point",null,null,"Point S",1.6107142857142858,"ft from left support",null,null,"Location of Start Point of Region 2",null,null,"Point S",1.5,"ft from left support"]
[null,"(kips-ft)","(kips-ft)"]
["A. Dead load",null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors"]
["Beam weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A9,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":357.2730298353909},{"$f":"HLOOKUP($A9,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":361.8781184895833},null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit"]
["Barrier weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A10,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":10.589135802469135},{"$f":"HLOOKUP($A10,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":10.725625000000001},null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam"]
["Diaphragm weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A11,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":23.099999999999998},{"$f":"HLOOKUP($A11,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":23.099999999999998},null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam"]
["Dc",{"$f":"SUM(B9:B11)","v":390.96216563786004},{"$f":"SUM(C9:C11)","v":395.7037434895833}]
["Wearing surface",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A13,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":221.86886790123452},{"$f":"HLOOKUP($A13,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":224.72865781249999},null,"Dynamic factor","IM",{"$f":"VLOOKUP($B$2,MAIN!$A$130:$B$135,2,FALSE)","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33}]
["Dw",{"$f":"SUM(B13)","v":221.86886790123452},{"$f":"SUM(C13)","v":224.72865781249999}]
["B. Live load on interior beam with impact",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \"due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point Z due to Type3S2 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point C due to Type3S2 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to Type3S2 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to Type3S2 with distribution and impact"}]
["Design truck",{"$f":"$F$18","v":279.85120247231129},{"$f":"$N$18","v":273.98709968645267},null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear"]
["Lane load",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,null,null,null,null,null,"kips-ft","kips"]
["LL + IM",{"$f":"SUM(B16:B17)","v":279.85120247231129},{"$f":"SUM(C16:C17)","v":273.98709968645267},null,"Interior beam",279.85120247231129,4.6068337608589687,null,null,null,null,null,"Interior beam",273.98709968645267,1.7012788577445985,null,null,null,null,null,"Interior beam",31.333630232592476,35.60974436092939,null,null,null,null,null,"Interior beam",29.251228074680466,35.696817381119395]
["C. Live load on exterior beam with impact",null,null,null,"Exterior beam",293.61055326053327,5.6943701949039029,null,8,null,null,null,"Exterior beam",287.45813208770329,2.1029001964582879,null,8,null,null,null,"Exterior beam",32.874200385694941,44.016145896094841,null,null,null,null,null,"Exterior beam",30.689413455018926,44.123774266617538]
["Design Truck",{"$f":"$F$19","v":293.61055326053327},{"$f":"$N$19","v":287.45813208770329}]
["Lane Load",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point Z  due to each axles of  Type3S2 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point C due to each axles of  Type3S2 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  Type3S2 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  Type3S2 \nwithout distribution and impact for"}]
["LL + IM",{"$f":"SUM(B20:B21)","v":293.61055326053327},{"$f":"SUM(C20:C21)","v":287.45813208770329}]
[]
["Unfactored moment and shear force at  shear critical point due to",null,null,null,{"$f":"\"Governing axle configuration for \" & $B$3","v":"Governing axle configuration for Type3S2"},null,null,null,null,null,null,null,{"$f":"E24","v":"Governing axle configuration for Type3S2"},null,null,null,null,null,null,null,{"$f":"M24","v":"Governing axle configuration for Type3S2"},null,null,null,null,null,null,null,{"$f":"U24","v":"Governing axle configuration for Type3S2"}]
["Load","Moment  \n(kips-ft)","Shear \n(kips)",null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["A. Dead load",null,null,null,"a",10,0,14.055555555555554,78.205635661106385,-2.1458863443596266,null,null,"a",10,0,17.749999999999996,88.749999999999972,-2.7099236641221367,null,null,"e",15.5,0,1.610714285714284,24.352129323103259,15.118838604143948,null,null,"e",15.5,0,1.5,22.717557251908396,15.14503816793893]
["Beam weight",{"$f":"HLOOKUP($A27,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":34.720522987085452},{"$f":"'Calculation Summary'!$D$51","v":21.012530505952377},null,"b",15.5,11,25.055555555555554,216.08557157666567,-5.9291772688719249,null,null,"b",15.5,11,28.749999999999996,222.8125,-6.8034351145038157,null,null,"d",15.5,4,5.610714285714284,22.827483739679053,14.172273718647766,null,null,"d",15.5,4,5.5,21.297709923664122,14.198473282442748]
["Barrier weight",{"$f":"HLOOKUP($A28,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":1.0290738520408163},{"$f":"'Calculation Summary'!$E$51","v":0.62278571428571428},null,"c",15.5,15,29.055555555555554,250.58260295919331,8.6242578456318935,null,null,"c",15.5,15,32.75,253.8125,7.75,null,null,"Fr",72,18.611111111111111,20.221825396825395,0,0,null,null,"Fr",72,18.611111111111111,20.111111111111111,0,0]
["Diaphragm weight",{"$f":"HLOOKUP($A29,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":2.5967857142857143},{"$f":"'Calculation Summary'!$F$51","v":1.0999999999999999},null,"Fr",72,22.388888888888889,36.444444444444443,0,0,null,null,"Fr",72,22.388888888888889,40.138888888888886,0,0,null,null,"c",15.5,26,27.610714285714284,14.441933030845913,8.9661668484187569,null,null,"c",15.5,26,27.5,13.488549618320613,8.992366412213741]
["Dc",{"$f":"SUM(B27:B29)","v":38.346382553411985},{"$f":"SUM(C27:C29)","v":22.735316220238094},null,"d",15.5,37,51.055555555555557,99.316275563094877,3.4181509754028836,null,null,"d",15.5,37,54.75,83.3125,2.5438931297709924,null,null,"b",15.5,30,31.610714285714284,12.917287447421705,8.0196019629225734,null,null,"b",15.5,30,31.5,12.068702290076335,8.0458015267175576]
["Wearing surface",{"$f":"HLOOKUP($A31,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":21.561669884885202},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},null,"e",15.5,41,55.055555555555557,71.813306945622443,2.4715860899067001,null,null,"e",15.5,41,58.75,52.3125,1.5973282442748094,null,null,"a",10,41,42.61071428571428,5.6287174793581505,3.4945474372955299,null,null,"a",10,41,42.5,5.2671755725190845,3.5114503816793894]
["Dw",{"$f":"SUM(B31)","v":21.561669884885202},{"$f":"SUM(C31)","v":13.048917678571428}]
["B. Live load on interior beam with impact"]
["Design truck",{"$f":"$V$18","v":31.333630232592476},{"$f":"$W$18","v":35.60974436092939}]
["Lane load"]
["LL + IM",{"$f":"SUM(B34:B35)","v":31.333630232592476},{"$f":"SUM(C34:C35)","v":35.60974436092939}]
["C. Live load on exterior beam with impact"]
["Design truck",{"$f":"$V$19","v":32.874200385694941},{"$f":"$W$19","v":44.016145896094841}]
["Lane load"]
["LL + IM",{"$f":"SUM(B38:B39)","v":32.874200385694941},{"$f":"SUM(C38:C39)","v":44.016145896094841}]
[]
[{"$f":"\"Axle configuration for \" & $B$3","v":"Axle configuration for Type3S2"}]
["Axle no ","Load\n(kips)","Distance from first axle\n(ft)"]
["Fr",{"$f":"SUM(B45:B49)","v":72},{"$f":"SUMPRODUCT(B45:B49,C45:C49)/B44","v":22.388888888888889}]
["a",10,0]
["b",15.5,11]
["c",15.5,15]
["d",15.5,37]
["e",15.5,41]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Temporary trials",null,null,null,{"$f":"A81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"E81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"M81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"U81","v":"Temporary trials"}]
[{"$f":"\"axle configuration for \" & $B$3","v":"axle configuration for Type3S2"},null,null,null,{"$f":"A82","v":"axle configuration for Type3S2"},null,null,null,"Trial Z",33.335365853658537,null,null,{"$f":"E82","v":"axle configuration for Type3S2"},null,null,null,"Trial Z",32.75,null,null,{"$f":"M82","v":"axle configuration for Type3S2"},null,null,null,null,null,null,null,{"$f":"U82","v":"axle configuration for Type3S2"}]
["axle No","Load\n(kips)","Distance from first axle\n(ft)",null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["Fr",{"$f":"SUM(B85:B89)","v":72},{"$f":"SUMPRODUCT(B85:B89,C85:C89)/B84","v":22.388888888888889},null,{"$f":"_xlfn.SORTBY(A84:C89,C84:C89)","v":"a"},10,0,22.335365853658537,109.68074369581899,-3.4099795196425249,null,null,{"$f":"_xlfn.SORTBY(A84:C89,C84:C89)","v":"a"},10,0,21.75,108.75000000000003,-3.3206106870229006,null,null,"e",15.5,0,1.610714285714284,24.352129323103259,15.118838604143948,null,null,"e",15.5,0,1.5,22.717557251908396,15.14503816793893]
["a",10,0,null,"b",15.5,11,32.164634146341463,0,0,null,null,"b",15.5,11,31.579268292682926,0,0,null,null,"d",15.5,4,5.610714285714284,22.827483739679053,14.172273718647766,null,null,"d",15.5,4,5.5,21.297709923664122,14.198473282442748]
["b",15.5,11,null,"c",15.5,15,33.335365853658537,253.7314141323549,7.6114783094395824,null,null,"c",15.5,15,32.75,253.8125,7.75,null,null,"Fr",72,18.611111111111111,20.221825396825395,0,0,null,null,"Fr",72,18.611111111111111,20.111111111111111,0,0]
["c",15.5,15,null,"Fr",72,22.388888888888889,37.335365853658537,222.17732737011323,6.6649134239433998,null,null,"Fr",72,22.388888888888889,36.75,222.8125,6.8034351145038165,null,null,"c",15.5,26,27.610714285714284,14.441933030845913,8.9661668484187569,null,null,"c",15.5,26,27.5,13.488549618320613,8.992366412213741]
["d",15.5,37,null,"d",15.5,37,59.335365853658537,0,0,null,null,"d",15.5,37,58.75,0,0,null,null,"b",15.5,30,31.610714285714284,12.917287447421705,8.0196019629225734,null,null,"b",15.5,30,31.5,12.068702290076335,8.0458015267175576]
["e",15.5,41,null,"e",15.5,41,63.335365853658537,0,0,null,null,"e",15.5,41,62.75,0,0,null,null,"a",10,41,42.61071428571428,5.6287174793581505,3.4945474372955299,null,null,"a",10,41,42.5,5.2671755725190845,3.5114503816793894]

{"sheet":"Type3_3","index":23,"n_rows":90,"n_cols":34,"rows_kept":90,"cut":false,"hidden":true,"merged":[[20,4,21,11],[20,12,21,19],[20,20,21,27],[9,4,9,5],[9,12,9,13],[9,20,9,21],[10,4,10,5],[10,12,10,13],[10,20,10,21],[16,8,17,9],[18,8,18,9],[16,16,17,17],[18,16,18,17],[5,0,6,0],[5,4,5,6],[5,12,5,14],[5,20,5,22],[8,4,8,5],[8,12,8,13],[8,20,8,21],[0,0,0,3],[0,4,0,11],[0,12,0,19],[0,20,0,27],[1,0,2,0],[1,4,2,4],[1,12,2,12],[1,20,2,20],[2,5,2,6],[2,13,2,14],[2,21,2,22],[0,28,0,35],[1,28,2,28],[1,29,1,30],[2,29,2,30],[5,28,5,30],[8,28,8,29],[9,28,9,29],[10,28,10,29],[15,28,16,28],[20,28,21,35]]}
["Unfactored Moment and Shear Forces for  ",null,null,null,"At Moment Critical Point",null,null,null,null,null,null,null,"At center",null,null,null,null,null,null,null,"At Shear Critical Point",null,null,null,null,null,null,null,"At Region 2"]
["Vehicle type","E. AASHTO Legal Vehicles",null,null,"Vehicle Type:",{"$f":"$B$2","v":"E. AASHTO Legal Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"E. AASHTO Legal Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"E. AASHTO Legal Vehicles"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"E. AASHTO Legal Vehicles"}]
[null,"Type3_3",null,null,null,{"$f":"$B$3","v":"Type3_3"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"Type3_3"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"Type3_3"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"Type3_3"}]
[null,null,null,null,"No of axles",{"$f":"COUNT(B45:B63)","v":6},"nos",null,null,null,null,null,"No of axles",{"$f":"F4","v":6},"nos",null,null,null,null,null,"No of axles",{"$f":"N4","v":6},"nos",null,null,null,null,null,"No of axles",3,"nos"]
["Unfactored moment due to"]
["Load","At Moment critical point","At center",null,"Location of moment critical point",null,null,"Point Z ",32.044117647058826,"ft from left support",null,null,"Location of center",null,null,"Point C",32.75,"ft from left support",null,null,"Location of shear critical point",null,null,"Point S",1.6107142857142858,"ft from left support",null,null,"Location of Start Point of Region 2",null,null,"Point S",1.5,"ft from left support"]
[null,"(kips-ft)","(kips-ft)"]
["A. Dead load",null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors"]
["Beam weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A9,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":361.71000430273205},{"$f":"HLOOKUP($A9,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":361.8781184895833},null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit"]
["Barrier weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A10,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":10.720642301038064},{"$f":"HLOOKUP($A10,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":10.725625000000001},null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam"]
["Diaphragm weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A11,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":23.1},{"$f":"HLOOKUP($A11,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":23.099999999999998},null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam"]
["Dc",{"$f":"SUM(B9:B11)","v":395.53064660377015},{"$f":"SUM(C9:C11)","v":395.7037434895833}]
["Wearing surface",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A13,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.62425781249999},{"$f":"HLOOKUP($A13,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":224.72865781249999},null,"Dynamic factor","IM",{"$f":"VLOOKUP($B$2,MAIN!$A$130:$B$135,2,FALSE)","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0.33}]
["Dw",{"$f":"SUM(B13)","v":224.62425781249999},{"$f":"SUM(C13)","v":224.72865781249999}]
["B. Live load on interior beam with impact",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \"due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point Z due to Type3_3 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point C due to Type3_3 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to Type3_3 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to Type3_3 with distribution and impact"}]
["Design truck",{"$f":"$F$18","v":257.18723000913849},{"$f":"$N$18","v":256.98504713814924},null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear"]
["Lane load",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,null,null,null,null,null,"kips-ft","kips"]
["LL + IM",{"$f":"SUM(B16:B17)","v":257.18723000913849},{"$f":"SUM(C16:C17)","v":256.98504713814924},null,"Interior beam",257.18723000913849,6.6303452112421875,null,null,null,null,null,"Interior beam",256.98504713814924,6.1060345520335826,null,null,null,null,null,"Interior beam",30.748429699506463,34.944681256897518,null,null,null,null,null,"Interior beam",28.714179823615339,35.04142905710863]
["C. Live load on exterior beam with impact",null,null,null,"Exterior beam",269.83226881792115,8.1955725152499515,null,10,null,null,null,"Exterior beam",269.62014528910822,7.5474877035003711,null,10,null,null,null,"Exterior beam",32.260227493065535,43.194081173572002,null,null,null,null,null,"Exterior beam",30.125960331609765,43.313668251930551]
["Design Truck",{"$f":"$F$19","v":269.83226881792115},{"$f":"$N$19","v":269.62014528910822}]
["Lane Load",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point Z  due to each axles of  Type3_3 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point C due to each axles of  Type3_3 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  Type3_3 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  Type3_3 \nwithout distribution and impact for"}]
["LL + IM",{"$f":"SUM(B20:B21)","v":269.83226881792115},{"$f":"SUM(C20:C21)","v":269.62014528910822}]
[]
["Unfactored moment and shear force at  shear critical point due to",null,null,null,{"$f":"\"Governing axle configuration for \" & $B$3","v":"Governing axle configuration for Type3_3"},null,null,null,null,null,null,null,{"$f":"E24","v":"Governing axle configuration for Type3_3"},null,null,null,null,null,null,null,{"$f":"M24","v":"Governing axle configuration for Type3_3"},null,null,null,null,null,null,null,{"$f":"U24","v":"Governing axle configuration for Type3_3"}]
["Load","Moment  \n(kips-ft)","Shear \n(kips)",null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["A. Dead load",null,null,null,"a",0,-15,-1.955882352941174,0,0,null,null,"a",0,-15,-1.25,0,0,null,null,"f",14,0,1.6107142857142875,21.995471646673963,13.655725190839695,null,null,"f",14,0,1.5,20.519083969465647,13.679389312977099]
["Beam weight",{"$f":"HLOOKUP($A27,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":34.720522987085452},{"$f":"'Calculation Summary'!$D$51","v":21.012530505952377},null,"b",12,0,13.044117647058822,79.951596714123454,-2.3897620116748985,null,null,"b",12,0,13.749999999999996,82.499999999999957,-2.5190839694656479,null,null,"e",14,4,5.6107142857142875,20.618372410032737,12.800763358778624,null,null,"e",14,4,5.5,19.236641221374047,12.824427480916031]
["Barrier weight",{"$f":"HLOOKUP($A28,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":1.0290738520408163},{"$f":"'Calculation Summary'!$E$51","v":0.62278571428571428},null,"c",12,4,17.044117647058822,104.46888454528646,-3.1225864391558149,null,null,"c",12,4,17.749999999999996,106.49999999999996,-3.2519083969465643,null,null,"d",16,20,21.610714285714288,17.268543386820397,10.721046892039258,null,null,"d",16,20,21.5,16.122137404580151,10.748091603053435]
["Diaphragm weight",{"$f":"HLOOKUP($A29,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":2.5967857142857143},{"$f":"'Calculation Summary'!$F$51","v":1.0999999999999999},null,"d",16,19,32.044117647058826,261.87828521619696,8.1724292770543325,null,null,"d",16,19,32.75,262,8,null,null,"Fr",80,23.9,25.510714285714286,0,0,null,null,"Fr",80,23.9,25.4,0,0]
["Dc",{"$f":"SUM(B27:B29)","v":38.346382553411985},{"$f":"SUM(C27:C29)","v":22.735316220238094},null,"Fr",68,20.411764705882351,33.455882352941174,0,0,null,null,"Fr",68,20.411764705882351,34.161764705882348,0,0,null,null,"c",12,35,36.610714285714288,8.5250171366256531,5.292693565976009,null,null,"c",12,35,36.5,7.9694656488549604,5.3129770992366403]
["Wearing surface",{"$f":"HLOOKUP($A31,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":21.561669884885202},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},null,"e",14,35,48.044117647058826,119.557509442933,3.7310282891782665,null,null,"e",14,35,48.75,117.25000000000003,3.5801526717557257,null,null,"b",12,39,40.610714285714288,7.3446463623617451,4.5598691384950918,null,null,"b",12,39,40.5,6.8702290076335872,4.5801526717557248]
["Dw",{"$f":"SUM(B31)","v":21.561669884885202},{"$f":"SUM(C31)","v":13.048917678571428},null,"f",14,39,52.044117647058826,92.161011912623167,2.8760664571171981,null,null,"f",14,39,52.75,89.250000000000028,2.7251908396946574,null,null,"a",12,54,55.610714285714288,2.9182559588721015,1.8117775354416574,null,null,"a",12,54,55.5,2.7480916030534357,1.8320610687022905]
["B. Live load on interior beam with impact"]
["Design truck",{"$f":"$V$18","v":30.748429699506463},{"$f":"$W$18","v":34.944681256897518}]
["Lane load"]
["LL + IM",{"$f":"SUM(B34:B35)","v":30.748429699506463},{"$f":"SUM(C34:C35)","v":34.944681256897518}]
["C. Live load on exterior beam with impact"]
["Design truck",{"$f":"$V$19","v":32.260227493065535},{"$f":"$W$19","v":43.194081173572002}]
["Lane load"]
["LL + IM",{"$f":"SUM(B38:B39)","v":32.260227493065535},{"$f":"SUM(C38:C39)","v":43.194081173572002}]
[]
[{"$f":"\"Axle configuration for \" & $B$3","v":"Axle configuration for Type3_3"}]
["Axle no ","Load\n(kips)","Distance from first axle\n(ft)"]
["Fr",{"$f":"SUM(B45:B50)","v":80},{"$f":"SUMPRODUCT(B45:B50,C45:C50)/B44","v":30.1}]
["a",12,0]
["b",12,15]
["c",12,19]
["d",16,34]
["e",14,50]
["f",14,54]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Temporary trials",null,null,null,{"$f":"A81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"E81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"M81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"U81","v":"Temporary trials"}]
[{"$f":"\"axle configuration for \" & $B$3","v":"axle configuration for Type3_3"},null,null,null,{"$f":"A82","v":"axle configuration for Type3_3"},null,null,null,"Trial Z",34.583333333333329,null,null,{"$f":"E82","v":"axle configuration for Type3_3"},null,null,null,"Trial Z",32.75,null,null,{"$f":"M82","v":"axle configuration for Type3_3"},null,null,null,null,null,null,null,{"$f":"U82","v":"axle configuration for Type3_3"}]
["axle No","Load\n(kips)","Distance from first axle\n(ft)",null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["Fr",{"$f":"SUM(B85:B90)","v":80},{"$f":"SUMPRODUCT(B85:B90,C85:C90)/B84","v":30.1},null,{"$f":"_xlfn.SORTBY(A84:C90,C84:C90)","v":"a"},12,0,19.583333333333329,110.92239185750637,-3.5877862595419838,null,null,{"$f":"_xlfn.SORTBY(A84:C90,C84:C90)","v":"a"},12,0,17.75,106.49999999999996,-3.2519083969465647,null,null,"f",14,0,1.6107142857142875,21.995471646673963,13.655725190839695,null,null,"f",14,0,1.5,20.519083969465647,13.679389312977099]
["a",12,0,null,"b",12,15,30.916666666666664,0,0,null,null,"b",12,15,29.083333333333336,0,0,null,null,"e",14,4,5.6107142857142875,20.618372410032737,12.800763358778624,null,null,"e",14,4,5.5,19.236641221374047,12.824427480916031]
["b",12,15,null,"c",12,19,34.583333333333329,195.88422391857506,5.6641221374045809,null,null,"c",12,19,32.75,196.5,6,null,null,"d",16,20,21.610714285714288,17.268543386820397,10.721046892039258,null,null,"d",16,20,21.5,16.122137404580151,10.748091603053435]
["c",12,19,null,"Fr",80,30.1,38.583333333333329,170.54071246819339,4.9312977099236646,null,null,"Fr",80,30.1,36.75,172.5,5.2671755725190845,null,null,"Fr",80,23.9,25.510714285714286,0,0,null,null,"Fr",80,23.9,25.4,0,0]
["d",16,34,null,"d",16,34,53.583333333333329,0,0,null,null,"d",16,34,51.75,0,0,null,null,"c",12,35,36.610714285714288,8.5250171366256531,5.292693565976009,null,null,"c",12,35,36.5,7.9694656488549604,5.3129770992366403]
["e",14,50,null,"e",14,50,69.583333333333329,0,0,null,null,"e",14,50,67.75,0,0,null,null,"b",12,39,40.610714285714288,7.3446463623617451,4.5598691384950918,null,null,"b",12,39,40.5,6.8702290076335872,4.5801526717557248]
["f",14,54,null,"f",14,54,73.583333333333329,0,0,null,null,"f",14,54,71.75,0,0,null,null,"a",12,54,55.610714285714288,2.9182559588721015,1.8117775354416574,null,null,"a",12,54,55.5,2.7480916030534357,1.8320610687022905]

{"sheet":"PL60T","index":24,"n_rows":90,"n_cols":34,"rows_kept":90,"cut":false,"hidden":true,"merged":[[20,4,21,11],[20,12,21,19],[20,20,21,27],[9,4,9,5],[9,12,9,13],[9,20,9,21],[10,4,10,5],[10,12,10,13],[10,20,10,21],[16,8,17,9],[18,8,18,9],[16,16,17,17],[18,16,18,17],[5,0,6,0],[5,4,5,6],[5,12,5,14],[5,20,5,22],[8,4,8,5],[8,12,8,13],[8,20,8,21],[0,0,0,3],[0,4,0,11],[0,12,0,19],[0,20,0,27],[1,0,2,0],[1,4,2,4],[1,12,2,12],[1,20,2,20],[2,5,2,6],[2,13,2,14],[2,21,2,22],[0,28,0,35],[1,28,2,28],[1,29,1,30],[2,29,2,30],[5,28,5,30],[8,28,8,29],[9,28,9,29],[10,28,10,29],[15,28,16,28],[20,28,21,35]]}
["Unfactored Moment and Shear Forces for  ",null,null,null,"At Moment Critical Point",null,null,null,null,null,null,null,"At center",null,null,null,null,null,null,null,"At Shear Critical Point",null,null,null,null,null,null,null,"At Region 2"]
["Vehicle type","F. Permit Vehicles",null,null,"Vehicle Type:",{"$f":"$B$2","v":"F. Permit Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"F. Permit Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"F. Permit Vehicles"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"F. Permit Vehicles"}]
[null,"PL60T",null,null,null,{"$f":"$B$3","v":"PL60T"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"PL60T"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"PL60T"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"PL60T"}]
[null,null,null,null,"No of axles",{"$f":"COUNT(B45:B63)","v":6},"nos",null,null,null,null,null,"No of axles",{"$f":"F4","v":6},"nos",null,null,null,null,null,"No of axles",{"$f":"N4","v":6},"nos",null,null,null,null,null,"No of axles",3,"nos"]
["Unfactored moment due to"]
["Load","At Moment critical point","At center",null,"Location of moment critical point",null,null,"Point Z ",32.769396551724142,"ft from left support",null,null,"Location of center",null,null,"Point C",32.75,"ft from left support",null,null,"Location of shear critical point",null,null,"Point S",1.6107142857142858,"ft from left support",null,null,"Location of Start Point of Region 2",null,null,"Point S",1.5,"ft from left support"]
[null,"(kips-ft)","(kips-ft)"]
["A. Dead load",null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors"]
["Beam weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A9,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":361.87799155242465},{"$f":"HLOOKUP($A9,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":361.8781184895833},null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit"]
["Barrier weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A10,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":10.725621237737814},{"$f":"HLOOKUP($A10,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":10.725625000000001},null,"DFM",null,{"$f":"'Load Rating Interior Beam'!$J$74","v":0.2938735208418185},{"$f":"'Load Rating Exterior Beam'!$K$74","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"$G$10","v":0.2938735208418185},{"$f":"$H$10","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"$G$10","v":0.2938735208418185},{"$f":"$H$10","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam"]
["Diaphragm weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A11,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":23.099999999999998},{"$f":"HLOOKUP($A11,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":23.099999999999998},null,"DFV",null,{"$f":"'Load Rating Interior Beam'!$J$75","v":0.53794405040983428},{"$f":"'Load Rating Exterior Beam'!$K$75","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"$G$11","v":0.53794405040983428},{"$f":"$H$11","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"$G$11","v":0.53794405040983428},{"$f":"$H$11","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam"]
["Dc",{"$f":"SUM(B9:B11)","v":395.70361279016248},{"$f":"SUM(C9:C11)","v":395.7037434895833}]
["Wearing surface",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A13,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.72857898370148},{"$f":"HLOOKUP($A13,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":224.72865781249999},null,"Dynamic factor","IM",{"$f":"VLOOKUP($B$2,MAIN!$A$130:$B$135,2,FALSE)","v":0},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0}]
["Dw",{"$f":"SUM(B13)","v":224.72857898370148},{"$f":"SUM(C13)","v":224.72865781249999}]
["B. Live load on interior beam with impact",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \"due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point Z due to PL60T with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point C due to PL60T with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to PL60T with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to PL60T with distribution and impact"}]
["Design truck",{"$f":"$F$18","v":253.6496805796414},{"$f":"$N$18","v":253.6495826765946},null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear"]
["Lane load",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,null,null,null,null,null,"kips-ft","kips"]
["LL + IM",{"$f":"SUM(B16:B17)","v":253.6496805796414},{"$f":"SUM(C16:C17)","v":253.6495826765946},null,"Interior beam",253.6496805796414,5.1197079759424478,null,null,null,null,null,"Interior beam",253.6495826765946,5.1289474729914737,null,null,null,null,null,"Interior beam",30.285099056883546,34.418119680217345,null,null,null,null,null,"Interior beam",28.282771251710237,34.51495840881212]
["C. Live load on exterior beam with impact",null,null,null,"Exterior beam",266.12078987480714,6.3283187582142393,null,10,null,null,null,"Exterior beam",266.12068715819385,6.3397394257145283,null,10,null,null,null,"Exterior beam",31.774116427180324,42.543214069682818,null,null,null,null,null,"Exterior beam",29.67334083825266,42.662913541912019]
["Design Truck",{"$f":"$F$19","v":266.12078987480714},{"$f":"$N$19","v":266.12068715819385}]
["Lane Load",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point Z  due to each axles of  PL60T \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point C due to each axles of  PL60T \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  PL60T \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  PL60T \nwithout distribution and impact for"}]
["LL + IM",{"$f":"SUM(B20:B21)","v":266.12078987480714},{"$f":"SUM(C20:C21)","v":266.12068715819385}]
[]
["Unfactored moment and shear force at  shear critical point due to",null,null,null,{"$f":"\"Governing axle configuration for \" & $B$3","v":"Governing axle configuration for PL60T"},null,null,null,null,null,null,null,{"$f":"E24","v":"Governing axle configuration for PL60T"},null,null,null,null,null,null,null,{"$f":"M24","v":"Governing axle configuration for PL60T"},null,null,null,null,null,null,null,{"$f":"U24","v":"Governing axle configuration for PL60T"}]
["Load","Moment  \n(kips-ft)","Shear \n(kips)",null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["A. Dead load",null,null,null,"a",0,-56.082999999999998,-27.813603448275856,0,0,null,null,"a",0,-56.082999999999998,-27.832999999999998,0,0,null,null,"f",19,0,1.6107142857142875,29.850997234771807,18.532769901853872,null,null,"f",19,0,1.5,27.847328244274809,18.564885496183205]
["Beam weight",{"$f":"HLOOKUP($A27,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":34.720522987085452},{"$f":"'Calculation Summary'!$D$51","v":21.012530505952377},null,"b",0,-41.582999999999998,-13.313603448275856,0,0,null,null,"b",0,-41.582999999999998,-13.332999999999998,0,0,null,null,"e",19.5,4.5,6.1107142857142875,28.478684471880385,17.680779716466741,null,null,"e",19.5,4.5,6,26.570610687022899,17.713740458015266]
["Barrier weight",{"$f":"HLOOKUP($A28,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":1.0290738520408163},{"$f":"'Calculation Summary'!$E$51","v":0.62278571428571428},null,"c",0,-37.332999999999998,-9.0636034482758561,0,0,null,null,"c",0,-37.332999999999998,-9.0829999999999984,0,0,null,null,"d",19.5,9,10.610714285714288,26.320819150179187,16.341085059978191,null,null,"d",19.5,9,10.5,24.561068702290079,16.374045801526719]
["Diaphragm weight",{"$f":"HLOOKUP($A29,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":2.5967857142857143},{"$f":"'Calculation Summary'!$F$51","v":1.0999999999999999},null,"d",19.5,0,28.269396551724142,275.46337345042025,-8.4160798894445925,null,null,"d",19.5,0,28.25,275.4375,-8.4103053435114496,null,null,"Fr",119.5,28.950142259414221,30.560856545128509,0,0,null,null,"Fr",119.5,28.950142259414221,30.450142259414221,0,0]
["Dc",{"$f":"SUM(B27:B29)","v":38.346382553411985},{"$f":"SUM(C27:C29)","v":22.735316220238094},null,"Fr",58,4.4612068965517242,32.730603448275865,0,0,null,null,"Fr",58,4.4612068965517242,32.711206896551722,0,0,null,null,"c",24.25,46.332999999999998,47.943714285714286,10.469395190060769,6.4998462377317336,null,null,"c",24.25,46.332999999999998,47.832999999999998,9.8112538167938954,6.5408358778625963]
["Wearing surface",{"$f":"HLOOKUP($A31,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":21.561669884885202},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},null,"e",19.5,4.5,32.769396551724142,319.31238799372113,9.7442254540668589,null,null,"e",19.5,4.5,32.75,319.3125,9.75,null,null,"b",24.25,50.582999999999998,52.193714285714286,7.9349792958404803,4.9263729552889846,null,null,"b",24.25,50.582999999999998,52.082999999999998,7.4510438931297713,4.9673625954198473]
["Dw",{"$f":"SUM(B31)","v":21.561669884885202},{"$f":"SUM(C31)","v":13.048917678571428},null,"f",19,9,37.269396551724142,268.34957170273935,8.1890300078968146,null,null,"f",19,9,37.25,268.375,8.1946564885496187,null,null,"a",13,65.082999999999998,66.693714285714293,0,0,null,null,"a",13,65.082999999999998,66.582999999999998,0,0]
["B. Live load on interior beam with impact"]
["Design truck",{"$f":"$V$18","v":30.285099056883546},{"$f":"$W$18","v":34.418119680217345}]
["Lane load"]
["LL + IM",{"$f":"SUM(B34:B35)","v":30.285099056883546},{"$f":"SUM(C34:C35)","v":34.418119680217345}]
["C. Live load on exterior beam with impact"]
["Design truck",{"$f":"$V$19","v":31.774116427180324},{"$f":"$W$19","v":42.543214069682818}]
["Lane load"]
["LL + IM",{"$f":"SUM(B38:B39)","v":31.774116427180324},{"$f":"SUM(C38:C39)","v":42.543214069682818}]
[]
[{"$f":"\"Axle configuration for \" & $B$3","v":"Axle configuration for PL60T"}]
["Axle no ","Load\n(kips)","Distance from first axle\n(ft)"]
["Fr",{"$f":"SUM(B45:B50)","v":119.5},{"$f":"SUMPRODUCT(B45:B50,C45:C50)/B44","v":36.132857740585777}]
["a",13,0]
["b",24.25,14.5]
["c",24.25,18.75]
["d",19.5,56.082999999999998]
["e",19.5,60.582999999999998]
["f",19,65.082999999999998]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Temporary trials",null,null,null,{"$f":"A81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"E81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"M81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"U81","v":"Temporary trials"}]
[{"$f":"\"axle configuration for \" & $B$3","v":"axle configuration for PL60T"},null,null,null,{"$f":"A82","v":"axle configuration for PL60T"},null,null,null,"Trial Z",33.444613821138212,null,null,{"$f":"E82","v":"axle configuration for PL60T"},null,null,null,"Trial Z",32.75,null,null,{"$f":"M82","v":"axle configuration for PL60T"},null,null,null,null,null,null,null,{"$f":"U82","v":"axle configuration for PL60T"}]
["axle No","Load\n(kips)","Distance from first axle\n(ft)",null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["Fr",{"$f":"SUM(B85:B90)","v":119.5},{"$f":"SUMPRODUCT(B85:B90,C85:C90)/B84","v":36.132857740585777},null,{"$f":"_xlfn.SORTBY(A84:C90,C84:C90)","v":"a"},13,0,18.944613821138212,120.52824208546326,-3.7599996896915533,null,null,{"$f":"_xlfn.SORTBY(A84:C90,C84:C90)","v":"a"},13,0,18.25,118.625,-3.6221374045801529,null,null,"f",19,0,1.6107142857142875,29.850997234771807,18.532769901853872,null,null,"f",19,0,1.5,27.847328244274809,18.564885496183205]
["a",13,0,null,"b",24.25,14.5,32.055386178861788,0,0,null,null,"b",24.25,14.5,31.360772357723576,0,0,null,null,"e",19.5,4.5,6.1107142857142875,28.478684471880385,17.680779716466741,null,null,"e",19.5,4.5,6,26.570610687022899,17.713740458015266]
["b",24.25,14.5,null,"c",24.25,18.75,33.444613821138212,396.91511881309134,11.867833814311426,null,null,"c",24.25,18.75,32.75,397.09375,12.125,null,null,"d",19.5,9,10.610714285714288,26.320819150179187,16.341085059978191,null,null,"d",19.5,9,10.5,24.561068702290079,16.374045801526719]
["c",24.25,18.75,null,"Fr",119.5,36.132857740585777,37.694613821138212,344.29091252391487,10.294360531868676,null,null,"Fr",119.5,36.132857740585777,37,345.56249999999994,10.55152671755725,null,null,"Fr",119.5,28.950142259414221,30.560856545128509,0,0,null,null,"Fr",119.5,28.950142259414221,30.450142259414221,0,0]
["d",19.5,56.082999999999998,null,"d",19.5,56.082999999999998,75.027613821138203,0,0,null,null,"d",19.5,56.082999999999998,74.332999999999998,0,0,null,null,"c",24.25,46.332999999999998,47.943714285714286,10.469395190060769,6.4998462377317336,null,null,"c",24.25,46.332999999999998,47.832999999999998,9.8112538167938954,6.5408358778625963]
["e",19.5,60.582999999999998,null,"e",19.5,60.582999999999998,79.527613821138203,0,0,null,null,"e",19.5,60.582999999999998,78.832999999999998,0,0,null,null,"b",24.25,50.582999999999998,52.193714285714286,7.9349792958404803,4.9263729552889846,null,null,"b",24.25,50.582999999999998,52.082999999999998,7.4510438931297713,4.9673625954198473]
["f",19,65.082999999999998,null,"f",19,65.082999999999998,84.027613821138203,0,0,null,null,"f",19,65.082999999999998,83.332999999999998,0,0,null,null,"a",13,65.082999999999998,66.693714285714293,0,0,null,null,"a",13,65.082999999999998,66.582999999999998,0,0]

{"sheet":"PL65T","index":25,"n_rows":91,"n_cols":34,"rows_kept":91,"cut":false,"hidden":true,"merged":[[16,8,17,9],[18,8,18,9],[16,16,17,17],[18,16,18,17],[0,0,0,3],[0,4,0,11],[0,12,0,19],[0,20,0,27],[1,0,2,0],[1,4,2,4],[1,12,2,12],[1,20,2,20],[2,5,2,6],[2,13,2,14],[2,21,2,22],[20,4,21,11],[20,12,21,19],[20,20,21,27],[5,0,6,0],[5,4,5,6],[5,12,5,14],[5,20,5,22],[8,4,8,5],[8,12,8,13],[8,20,8,21],[9,4,9,5],[9,12,9,13],[9,20,9,21],[10,4,10,5],[10,12,10,13],[10,20,10,21],[0,28,0,35],[1,28,2,28],[1,29,1,30],[2,29,2,30],[5,28,5,30],[8,28,8,29],[9,28,9,29],[10,28,10,29],[15,28,16,28],[20,28,21,35]]}
["Unfactored Moment and Shear Forces for  ",null,null,null,"At Moment Critical Point",null,null,null,null,null,null,null,"At center",null,null,null,null,null,null,null,"At Shear Critical Point",null,null,null,null,null,null,null,"At Region 2"]
["Vehicle type","F. Permit Vehicles",null,null,"Vehicle Type:",{"$f":"$B$2","v":"F. Permit Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"F. Permit Vehicles"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"F. Permit Vehicles"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"F. Permit Vehicles"}]
[null,"PL65T",null,null,null,{"$f":"$B$3","v":"PL65T"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"PL65T"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"PL65T"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"PL65T"}]
[null,null,null,null,"No of axles",{"$f":"COUNT(B45:B63)","v":7},"nos",null,null,null,null,null,"No of axles",{"$f":"F4","v":7},"nos",null,null,null,null,null,"No of axles",{"$f":"N4","v":7},"nos",null,null,null,null,null,"No of axles",3,"nos"]
["Unfactored moment due to"]
["Load","At Moment critical point","At center",null,"Location of moment critical point",null,null,"Point Z ",28.365384615384617,"ft from left support",null,null,"Location of center",null,null,"Point C",32.75,"ft from left support",null,null,"Location of shear critical point",null,null,"Point S",1.6107142857142858,"ft from left support",null,null,"Location of Start Point of Region 2",null,null,"Point S",1.5,"ft from left support"]
[null,"(kips-ft)","(kips-ft)"]
["A. Dead load",null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors"]
["Beam weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A9,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":355.39173350437625},{"$f":"HLOOKUP($A9,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":361.8781184895833},null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit"]
["Barrier weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A10,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":10.533376479289943},{"$f":"HLOOKUP($A10,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":10.725625000000001},null,"DFM",null,{"$f":"'Load Rating Interior Beam'!$J$74","v":0.2938735208418185},{"$f":"'Load Rating Exterior Beam'!$K$74","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"$G$10","v":0.2938735208418185},{"$f":"$H$10","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"$G$10","v":0.2938735208418185},{"$f":"$H$10","v":0.30832230228320795},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam"]
["Diaphragm weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A11,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":23.099999999999994},{"$f":"HLOOKUP($A11,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":23.099999999999998},null,"DFV",null,{"$f":"'Load Rating Interior Beam'!$J$75","v":0.53794405040983428},{"$f":"'Load Rating Exterior Beam'!$K$75","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"$G$11","v":0.53794405040983428},{"$f":"$H$11","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"$G$11","v":0.53794405040983428},{"$f":"$H$11","v":0.66493664112778472},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam"]
["Dc",{"$f":"SUM(B9:B11)","v":389.0251099836662},{"$f":"SUM(C9:C11)","v":395.7037434895833}]
["Wearing surface",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A13,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":220.70057068232251},{"$f":"HLOOKUP($A13,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":224.72865781249999},null,"Dynamic factor","IM",{"$f":"VLOOKUP($B$2,MAIN!$A$130:$B$135,2,FALSE)","v":0},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0}]
["Dw",{"$f":"SUM(B13)","v":220.70057068232251},{"$f":"SUM(C13)","v":224.72865781249999}]
["B. Live load on interior beam with impact",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \"due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point Z due to PL65T with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point C due to PL65T with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to PL65T with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to PL65T with distribution and impact"}]
["Design truck",{"$f":"$F$18","v":345.86156721052998},{"$f":"$N$18","v":334.64847185862084},null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear"]
["Lane load",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,null,null,null,null,null,"kips-ft","kips"]
["LL + IM",{"$f":"SUM(B16:B17)","v":345.86156721052998},{"$f":"SUM(C16:C17)","v":334.64847185862084},null,"Interior beam",345.86156721052998,3.3878155846420848,null,null,null,null,null,"Interior beam",334.64847185862084,-1.2935295868633425,null,null,null,null,null,"Interior beam",40.076221396996232,45.545440739088257,null,null,null,null,null,"Interior beam",37.418399447645285,45.663647637842416]
["C. Live load on exterior beam with impact",null,null,null,"Exterior beam",362.86642759838105,4.1875780834383374,null,12,null,null,null,"Exterior beam",351.10202172500306,-1.5988934500400938,null,12,null,null,null,"Exterior beam",42.046635615681886,56.297364680697413,null,null,null,null,null,"Exterior beam",39.258137420487849,56.443476712526454]
["Design Truck",{"$f":"$F$19","v":362.86642759838105},{"$f":"$N$19","v":351.10202172500306}]
["Lane Load",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point Z  due to each axles of  PL65T \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point C due to each axles of  PL65T \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  PL65T \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  PL65T \nwithout distribution and impact for"}]
["LL + IM",{"$f":"SUM(B20:B21)","v":362.86642759838105},{"$f":"SUM(C20:C21)","v":351.10202172500306}]
[]
["Unfactored moment and shear force at  shear critical point due to",null,null,null,{"$f":"\"Governing axle configuration for \" & $B$3","v":"Governing axle configuration for PL65T"},null,null,null,null,null,null,null,{"$f":"E24","v":"Governing axle configuration for PL65T"},null,null,null,null,null,null,null,{"$f":"M24","v":"Governing axle configuration for PL65T"},null,null,null,null,null,null,null,{"$f":"U24","v":"Governing axle configuration for PL65T"}]
["Load","Moment  \n(kips-ft)","Shear \n(kips)",null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["A. Dead load",null,null,null,"a",10,0,10.365384615384617,58.765583359682019,-1.5825014679976515,null,null,"a",10,0,14.750000000000004,73.750000000000028,-2.2519083969465652,null,null,"g",20,0,1.610714285714284,31.422102352391303,19.508178844056708,null,null,"g",20,0,1.5,29.31297709923664,19.541984732824428]
["Beam weight",{"$f":"HLOOKUP($A27,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":34.720522987085452},{"$f":"'Calculation Summary'!$D$51","v":21.012530505952377},null,"b",20,10,20.365384615384617,230.91930529834229,-6.2184380504991204,null,null,"b",20,10,24.750000000000004,247.50000000000006,-7.5572519083969478,null,null,"f",20,4,5.610714285714284,29.454817728618131,18.286804798255179,null,null,"f",20,4,5.5,27.480916030534353,18.320610687022899]
["Barrier weight",{"$f":"HLOOKUP($A28,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":1.0290738520408163},{"$f":"'Calculation Summary'!$E$51","v":0.62278571428571428},null,"c",20,14,24.365384615384617,276.27456072993363,-7.4398120963006464,null,null,"c",20,14,28.750000000000004,287.5,-8.7786259541984748,null,null,"e",20,8,9.610714285714284,27.487533104844964,17.065430752453654,null,null,"e",20,8,9.5,25.648854961832058,17.099236641221374]
["Diaphragm weight",{"$f":"HLOOKUP($A29,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":2.5967857142857143},{"$f":"'Calculation Summary'!$F$51","v":1.0999999999999999},null,"d",20,18,28.365384615384617,321.6298161615249,11.338813857897827,null,null,"d",20,18,32.75,327.5,10,null,null,"Fr",130,21.23076923076923,22.841483516483514,0,0,null,null,"Fr",130,21.23076923076923,22.73076923076923,0,0]
["Dc",{"$f":"SUM(B27:B29)","v":38.346382553411985},{"$f":"SUM(C27:C29)","v":22.735316220238094},null,"Fr",130,26.76923076923077,37.134615384615387,0,0,null,null,"Fr",130,26.76923076923077,41.519230769230774,0,0,null,null,"d",20,30,31.610714285714284,16.667467674092521,10.347873500545257,null,null,"d",20,30,31.5,15.572519083969464,10.381679389312977]
["Wearing surface",{"$f":"HLOOKUP($A31,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":21.561669884885202},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},null,"e",20,40,50.365384615384613,131.08372103527711,4.62125660598943,null,null,"e",20,40,54.75,107.5,3.282442748091603,null,null,"c",20,34,35.61071428571428,14.700183050319351,9.1264994547437297,null,null,"c",20,34,35.5,13.740458015267176,9.1603053435114496]
["Dw",{"$f":"SUM(B31)","v":21.561669884885202},{"$f":"SUM(C31)","v":13.048917678571428},null,"f",20,44,54.365384615384613,96.438976466868411,3.3998825601879035,null,null,"f",20,44,58.75,67.5,2.0610687022900764,null,null,"b",20,38,39.61071428571428,12.73289842654618,7.9051254089422045,null,null,"b",20,38,39.5,11.908396946564885,7.9389312977099236]
["B. Live load on interior beam with impact",null,null,null,"g",20,48,58.365384615384613,61.794231898459735,2.1785085143863769,null,null,"g",20,48,62.75,27.500000000000007,0.83969465648854991,null,null,"a",10,48,49.61071428571428,3.9073434335566248,2.4258451472191931,null,null,"a",10,48,49.5,3.6641221374045796,2.4427480916030531]
["Design truck",{"$f":"$V$18","v":40.076221396996232},{"$f":"$W$18","v":45.545440739088257}]
["Lane load"]
["LL + IM",{"$f":"SUM(B34:B35)","v":40.076221396996232},{"$f":"SUM(C34:C35)","v":45.545440739088257}]
["C. Live load on exterior beam with impact"]
["Design truck",{"$f":"$V$19","v":42.046635615681886},{"$f":"$W$19","v":56.297364680697413}]
["Lane load"]
["LL + IM",{"$f":"SUM(B38:B39)","v":42.046635615681886},{"$f":"SUM(C38:C39)","v":56.297364680697413}]
[]
[{"$f":"\"Axle configuration for \" & $B$3","v":"Axle configuration for PL65T"}]
["Axle no ","Load\n(kips)","Distance from first axle\n(ft)"]
["Fr",{"$f":"SUM(B45:B51)","v":130},{"$f":"SUMPRODUCT(B45:B51,C45:C51)/B44","v":26.76923076923077}]
["a",10,0]
["b",20,10]
["c",20,14]
["d",20,18]
["e",20,40]
["f",20,44]
["g",20,48]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["Temporary trials",null,null,null,{"$f":"A81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"E81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"M81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"U81","v":"Temporary trials"}]
[{"$f":"\"axle configuration for \" & $B$3","v":"axle configuration for PL65T"},null,null,null,{"$f":"A82","v":"axle configuration for PL65T"},null,null,null,"Trial Z",32.949999999999996,null,null,{"$f":"E82","v":"axle configuration for PL65T"},null,null,null,"Trial Z",32.75,null,null,{"$f":"M82","v":"axle configuration for PL65T"},null,null,null,null,null,null,null,{"$f":"U82","v":"axle configuration for PL65T"}]
["axle No","Load\n(kips)","Distance from first axle\n(ft)",null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["Fr",{"$f":"SUM(B85:B91)","v":130},{"$f":"SUMPRODUCT(B85:B91,C85:C91)/B84","v":26.76923076923077},null,{"$f":"_xlfn.SORTBY(A84:C91,C84:C91)","v":"a"},10,0,22.949999999999996,114.04923664122137,-3.5038167938931291,null,null,{"$f":"_xlfn.SORTBY(A84:C91,C84:C91)","v":"a"},10,0,22.75,113.75,-3.4732824427480917,null,null,"g",20,0,1.610714285714284,31.422102352391303,19.508178844056708,null,null,"g",20,0,1.5,29.31297709923664,19.541984732824428]
["a",10,0,null,"b",20,10,32.549999999999997,0,0,null,null,"b",20,10,32.35,0,0,null,null,"f",20,4,5.610714285714284,29.454817728618131,18.286804798255179,null,null,"f",20,4,5.5,27.480916030534353,18.320610687022899]
["b",20,10,null,"c",20,14,32.949999999999996,327.48778625954202,9.9389312977099245,null,null,"c",20,14,32.75,327.5,10,null,null,"e",20,8,9.610714285714284,27.487533104844964,17.065430752453654,null,null,"e",20,8,9.5,25.648854961832058,17.099236641221374]
["c",20,14,null,"d",20,18,36.949999999999996,287.24351145038167,8.7175572519083993,null,null,"d",20,18,36.75,287.5,8.778625954198473,null,null,"Fr",130,21.23076923076923,22.841483516483514,0,0,null,null,"Fr",130,21.23076923076923,22.73076923076923,0,0]
["d",20,18,null,"Fr",130,26.76923076923077,40.949999999999996,0,0,null,null,"Fr",130,26.76923076923077,40.75,0,0,null,null,"d",20,30,31.610714285714284,16.667467674092521,10.347873500545257,null,null,"d",20,30,31.5,15.572519083969464,10.381679389312977]
["e",20,40,null,"e",20,40,62.949999999999996,0,0,null,null,"e",20,40,62.75,0,0,null,null,"c",20,34,35.61071428571428,14.700183050319351,9.1264994547437297,null,null,"c",20,34,35.5,13.740458015267176,9.1603053435114496]
["f",20,44,null,"f",20,44,66.949999999999989,0,0,null,null,"f",20,44,66.75,0,0,null,null,"b",20,38,39.61071428571428,12.73289842654618,7.9051254089422045,null,null,"b",20,38,39.5,11.908396946564885,7.9389312977099236]
["g",20,48,null,"g",20,48,70.949999999999989,0,0,null,null,"g",20,48,70.75,0,0,null,null,"a",10,48,49.61071428571428,3.9073434335566248,2.4258451472191931,null,null,"a",10,48,49.5,3.6641221374045796,2.4427480916030531]

{"sheet":"Custom_vehicle_1","index":26,"n_rows":103,"n_cols":34,"rows_kept":103,"cut":false,"hidden":true,"merged":[[0,0,0,3],[0,4,0,11],[0,12,0,19],[0,20,0,27],[1,0,2,0],[1,4,2,4],[1,12,2,12],[1,20,2,20],[2,5,2,6],[2,13,2,14],[2,21,2,22],[9,4,9,5],[9,12,9,13],[9,20,9,21],[10,4,10,5],[10,12,10,13],[10,20,10,21],[5,0,6,0],[5,4,5,6],[5,12,5,14],[5,20,5,22],[8,4,8,5],[8,12,8,13],[8,20,8,21],[16,16,17,17],[18,16,18,17],[20,4,21,11],[20,12,21,19],[20,20,21,27],[16,8,17,9],[18,8,18,9],[0,28,0,35],[1,28,2,28],[1,29,1,30],[2,29,2,30],[5,28,5,30],[8,28,8,29],[9,28,9,29],[10,28,10,29],[15,28,16,28],[20,28,21,35]]}
["Unfactored Moment and Shear Forces for  ",null,null,null,"At Moment Critical Point",null,null,null,null,null,null,null,"At center",null,null,null,null,null,null,null,"At Shear Critical Point",null,null,null,null,null,null,null,"At Region 2"]
["Vehicle type","G. Custom Vehicle",null,null,"Vehicle Type:",{"$f":"$B$2","v":"G. Custom Vehicle"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"G. Custom Vehicle"},null,null,null,null,null,null,"Vehicle Type:",{"$f":"$B$2","v":"G. Custom Vehicle"},null,null,null,null,null,null,"Vehicle Type",{"$f":"$B$2","v":"G. Custom Vehicle"}]
[null,"Custom_vehicle_1",null,null,null,{"$f":"$B$3","v":"Custom_vehicle_1"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"Custom_vehicle_1"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"Custom_vehicle_1"},null,null,null,null,null,null,null,{"$f":"$B$3","v":"Custom_vehicle_1"}]
[null,null,null,null,"No of axles",{"$f":"COUNT(B45:B79)","v":19},"nos",null,null,null,null,null,"No of axles",{"$f":"F4","v":19},"nos",null,null,null,null,null,"No of axles",{"$f":"N4","v":19},"nos",null,null,null,null,null,"No of axles",{"$f":"V4","v":19},"nos"]
["Unfactored moment due to"]
["Load","At Moment critical point","At center",null,"Location of moment critical point",null,null,"Point Z ",34.458500000000001,"ft from left support",null,null,"Location of center",null,null,"Point C",32.75,"ft from left support",null,null,"Location of shear critical point",null,null,"Point S",1.6107142857142858,"ft from left support",null,null,"Location of Start Point of Region 2",null,null,"Point S",1.5,"ft from left support"]
[null,"(kips-ft)","(kips-ft)"]
["A. Dead load",null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors",null,null,null,null,null,null,null,"Live load distribution factors"]
["Beam weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A9,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":360.89326941481767},{"$f":"HLOOKUP($A9,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":361.8781184895833},null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit",null,null,null,"Distribution factors",null,"Interior beam","Exterior beam","Unit"]
["Barrier weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A10,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":10.696435277500001},{"$f":"HLOOKUP($A10,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":10.725625000000001},null,"DFM",null,{"$f":"'Load Rating Interior Beam'!$L$74","v":0.162817222845832},{"$f":"'Load Rating Interior Beam'!$M$74","v":0.18441311837607777},"lanes/beam",null,null,null,"DFM",null,{"$f":"$G$10","v":0.162817222845832},{"$f":"$H$10","v":0.18441311837607777},"lanes/beam",null,null,null,"DFM",null,{"$f":"$G$10","v":0.162817222845832},{"$f":"$H$10","v":0.18441311837607777},"lanes/beam",null,null,null,"DFM",null,{"$f":"'Distribution Factors'!$B$6","v":0.2938735208418185},{"$f":"'Distribution Factors'!$C$6","v":0.30832230228320795},"lanes/beam"]
["Diaphragm weight",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A11,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":23.099999999999994},{"$f":"HLOOKUP($A11,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":23.099999999999998},null,"DFV",null,{"$f":"'Load Rating Interior Beam'!$L$75","v":0.43690380359902786},{"$f":"'Load Rating Interior Beam'!$M$75","v":0.55113594391502374},"lanes/beam",null,null,null,"DFV",null,{"$f":"$G$11","v":0.43690380359902786},{"$f":"$H$11","v":0.55113594391502374},"lanes/beam",null,null,null,"DFV",null,{"$f":"$G$11","v":0.43690380359902786},{"$f":"$H$11","v":0.55113594391502374},"lanes/beam",null,null,null,"DFV",null,{"$f":"'Distribution Factors'!$B$7","v":0.53794405040983428},{"$f":"'Distribution Factors'!$C$7","v":0.66493664112778472},"lanes/beam"]
["Dc",{"$f":"SUM(B9:B11)","v":394.68970469231772},{"$f":"SUM(C9:C11)","v":395.7037434895833}]
["Wearing surface",{"$f":"VLOOKUP($F$3,'Calculation Summary'!$B$17:$I$44,MATCH($A13,'Calculation Summary'!$B$11:$I$11,0),FALSE)","v":224.11706015181872},{"$f":"HLOOKUP($A13,'Calculation Summary'!$A$11:$I$15,MATCH($C$6,'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":224.72865781249999},null,"Dynamic factor","IM",{"$f":"VLOOKUP($B$2,MAIN!$A$130:$B$136,2,FALSE)","v":0},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0},null,null,null,null,null,"Dynamic factor","IM",{"$f":"$G$13","v":0}]
["Dw",{"$f":"SUM(B13)","v":224.11706015181872},{"$f":"SUM(C13)","v":224.72865781249999}]
["B. Live load on interior beam with impact",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \"due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point Z due to Custom_vehicle_1 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point C due to Custom_vehicle_1 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to Custom_vehicle_1 with distribution and impact"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to \",$F$3, \" with distribution and impact\")","v":"Unfactored moment and shear force at  Point S due to Custom_vehicle_1 with distribution and impact"}]
["Design truck",{"$f":"$F$18","v":305.05471469605277},{"$f":"$N$18","v":303.67610093256087},null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear",null,null,null,null,null,"Beam","Moment","Shear"]
["Lane load",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,"Total axle configuration checked: ",null,null,null,null,"kips-ft","kips",null,null,null,null,null,null,"kips-ft","kips"]
["LL + IM",{"$f":"SUM(B16:B17)","v":305.05471469605277},{"$f":"SUM(C16:C17)","v":303.67610093256087},null,"Interior beam",305.05471469605277,2.1652752397755477,null,null,null,null,null,"Interior beam",303.67610093256087,6.2949500239772593,null,null,null,null,null,"Interior beam",27.344586990661355,45.555240163164385,null,null,null,null,null,"Interior beam",25.559147072703805,45.72361726697234]
["C. Live load on exterior beam with impact",null,null,null,"Exterior beam",345.51683310365416,2.7314044951751963,null,36,null,null,null,"Exterior beam",343.95536154236578,7.9408171656629811,null,36,null,null,null,"Exterior beam",30.971542626228242,57.466037330825074,null,null,null,null,null,"Exterior beam",28.949283941374933,57.678438031566152]
["Design Truck",{"$f":"$F$19","v":345.51683310365416},{"$f":"$N$19","v":343.95536154236578}]
["Lane Load",null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $H$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point Z  due to each axles of  Custom_vehicle_1 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $P$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point C due to each axles of  Custom_vehicle_1 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  Custom_vehicle_1 \nwithout distribution and impact for"},null,null,null,null,null,null,null,{"$f":"CONCATENATE(\"Unfactored moment and shear force at  \", $X$6, \" due to each axles of  \",$F$3, \" \nwithout distribution and impact for\")","v":"Unfactored moment and shear force at  Point S due to each axles of  Custom_vehicle_1 \nwithout distribution and impact for"}]
["LL + IM",{"$f":"SUM(B20:B21)","v":345.51683310365416},{"$f":"SUM(C20:C21)","v":343.95536154236578}]
[]
["Unfactored moment and shear force at  shear critical point due to",null,null,null,{"$f":"\"Governing axle configuration for \" & $B$3","v":"Governing axle configuration for Custom_vehicle_1"},null,null,null,null,null,null,null,{"$f":"E24","v":"Governing axle configuration for Custom_vehicle_1"},null,null,null,null,null,null,null,{"$f":"M24","v":"Governing axle configuration for Custom_vehicle_1"},null,null,null,null,null,null,null,{"$f":"U24","v":"Governing axle configuration for Custom_vehicle_1"}]
["Load","Moment  \n(kips-ft)","Shear \n(kips)",null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"Axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["A. Dead load",null,null,null,"a",0,-48.5,-48.211500000000001,0,0,null,null,"a",0,-48.5,-44.92,0,0,null,null,"s",19,0,1.6107142857142875,29.850997234771807,18.532769901853872,null,null,"s",19,0,1.5,27.847328244274809,18.564885496183205]
["Beam weight",{"$f":"HLOOKUP($A27,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":34.720522987085452},{"$f":"'Calculation Summary'!$D$51","v":21.012530505952377},null,"b",0,-35,-34.711500000000001,0,0,null,null,"b",0,-35,-31.42,0,0,null,null,"r",19,5,6.6107142857142875,27.514846744041161,17.082388222464559,null,null,"r",19,5,6.5,25.671755725190838,17.114503816793892]
["Barrier weight",{"$f":"HLOOKUP($A28,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":1.0290738520408163},{"$f":"'Calculation Summary'!$E$51","v":0.62278571428571428},null,"c",0,-30,-29.711500000000001,0,0,null,null,"c",0,-30,-26.42,0,0,null,null,"q",19,10,11.610714285714288,25.178696253310513,15.632006543075246,null,null,"q",19,10,11.5,23.496183206106871,15.664122137404581]
["Diaphragm weight",{"$f":"HLOOKUP($A29,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":2.5967857142857143},{"$f":"'Calculation Summary'!$F$51","v":1.0999999999999999},null,"d",0,-25,-24.711500000000001,0,0,null,null,"d",0,-25,-21.42,0,0,null,null,"p",19,24.08,25.690714285714286,18.600096471413014,11.54773173391494,null,null,"p",19,24.08,25.58,17.369770992366416,11.579847328244277]
["Dc",{"$f":"SUM(B27:B29)","v":38.346382553411985},{"$f":"SUM(C27:C29)","v":22.735316220238094},null,"e",0,-10,-9.7115000000000009,0,0,null,null,"e",0,-10,-6.4200000000000017,0,0,null,null,"o",19,29.08,30.690714285714286,16.263945980682369,10.097350054525627,null,null,"o",19,29.08,30.58,15.194198473282441,10.129465648854961]
["Wearing surface",{"$f":"HLOOKUP($A31,'Calculation Summary'!$A$11:$I$15,MATCH(\"At shear critical point\",'Calculation Summary'!$A$11:$A$15,0),FALSE)","v":21.561669884885202},{"$f":"'Calculation Summary'!$I$51","v":13.048917678571428},null,"f",0,-5,-4.7115000000000009,0,0,null,null,"f",0,-5,-1.4200000000000017,0,0,null,null,"n",19,34.08,35.690714285714286,13.927795489951722,8.6469683751363142,null,null,"n",19,34.08,35.58,13.018625954198475,8.6790839694656494]
["Dw",{"$f":"SUM(B31)","v":21.561669884885202},{"$f":"SUM(C31)","v":13.048917678571428},null,"g",19,0,0.28849999999999909,2.5977707213740402,-8.3687022900763089E-2,null,null,"g",19,0,3.5799999999999983,34.009999999999984,-1.0384732824427476,null,null,"m",19,38.58,40.190714285714286,11.82526004829414,7.341624863685932,null,null,"m",19,38.58,40.08,11.060610687022901,7.3737404580152681]
["B. Live load on interior beam with impact",null,null,null,"h",19,14.670000000000002,14.958500000000001,134.69238591221369,-4.3391068702290081,null,null,"h",19,14.670000000000002,18.25,173.375,-5.2938931297709928,null,null,"l",19,43.58,45.190714285714286,9.4891095575634932,5.8912431842966191,null,null,"l",19,43.58,45.08,8.8850381679389319,5.9233587786259543]
["Design truck",{"$f":"$V$18","v":27.344586990661355},{"$f":"$W$18","v":45.555240163164385},null,"i",19,19.670000000000002,19.958500000000001,179.71440881297704,-5.789488549618321,null,null,"i",19,19.670000000000002,23.25,220.875,-6.7442748091603049,null,null,"k",19,48.58,50.190714285714286,7.1529590668328469,4.4408615049073052,null,null,"k",19,48.58,50.08,6.7094656488549624,4.4729770992366413]
["Lane load",null,null,null,"j",19,24.67,24.958500000000001,224.73643171374047,-7.239870229007634,null,null,"j",19,24.67,28.25,268.375,-8.1946564885496187,null,null,"j",19,53.08,54.690714285714286,5.0504236251752648,3.1355179934569239,null,null,"j",19,53.08,54.58,4.7514503816793896,3.1676335877862596]
["LL + IM",{"$f":"SUM(B34:B35)","v":27.344586990661355},{"$f":"SUM(C34:C35)","v":45.555240163164385},null,"k",19,29.17,29.458500000000001,265.25625232442752,-8.5452137404580153,null,null,"k",19,29.17,32.75,311.125,9.5,null,null,"i",19,58.08,59.690714285714286,2.714273134444622,1.6851363140676128,null,null,"i",19,58.08,59.58,2.5758778625954193,1.7172519083969462]
["C. Live load on exterior beam with impact",null,null,null,"Fr",190,30.753,31.041499999999999,0,0,null,null,"Fr",190,30.753,34.332999999999998,0,0,null,null,"Fr",365,58.750493150684946,60.361207436399233,0,0,null,null,"Fr",365,58.750493150684946,60.250493150684946,0,0]
["Design truck",{"$f":"$V$19","v":30.971542626228242},{"$f":"$W$19","v":57.466037330825074},null,"l",19,34.17,34.458500000000001,310.27827522519084,9.0044045801526718,null,null,"l",19,34.17,37.75,263.625,8.0496183206106871,null,null,"h",19,63.08,64.690714285714279,0.37812264371397908,0.2347546346783016,null,null,"h",19,63.08,64.58,0.40030534351145269,0.26687022900763513]
["Lane load",null,null,null,"m",19,39.17,39.458500000000001,260.30029812595421,7.5540229007633588,null,null,"m",19,39.17,42.75,216.12499999999997,6.5992366412213732,null,null,"g",19,77.75,79.360714285714295,0,0,null,null,"g",19,77.75,79.25,0,0]
["LL + IM",{"$f":"SUM(B38:B39)","v":30.971542626228242},{"$f":"SUM(C38:C39)","v":57.466037330825074},null,"n",19,43.67,43.958500000000001,215.32011873664123,6.2486793893129775,null,null,"n",19,43.67,47.25,173.37499999999997,5.2938931297709919,null,null,"f",19,82.75,84.360714285714295,0,0,null,null,"f",19,82.75,84.25,0,0]
[null,null,null,null,"o",19,48.67,48.958500000000001,165.34214163740458,4.7982977099236637,null,null,"o",19,48.67,52.25,125.87499999999997,3.8435114503816785,null,null,"e",19,87.75,89.360714285714295,0,0,null,null,"e",19,87.75,89.25,0,0]
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["Axle no ","Load (kips)","Distance from first axle (ft)",null,"q",0,67.75,68.038499999999999,0,0,null,null,"q",0,67.75,71.33,0,0,null,null,"c",20,107.75,109.36071428571429,0,0,null,null,"c",20,107.75,109.25,0,0]
["Fr",{"$f":"SUM(B45:B51)","v":137},{"$f":"SUMPRODUCT(B45:B51,C45:C51)/B44","v":26.200729927007298},null,"r",0,72.75,73.038499999999999,0,0,null,null,"r",0,72.75,76.33,0,0,null,null,"b",20,112.75,114.36071428571429,0,0,null,null,"b",20,112.75,114.25,0,0]
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[]
["Temporary trials",null,null,null,{"$f":"A81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"E81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"M81","v":"Temporary trials"},null,null,null,null,null,null,null,{"$f":"U81","v":"Temporary trials"}]
[{"$f":"\"axle configuration for \" & $B$3","v":"axle configuration for Custom_vehicle_1"},null,null,null,{"$f":"A82","v":"axle configuration for Custom_vehicle_1"},null,null,null,"Trial Z",34.166666666666671,null,null,{"$f":"E82","v":"axle configuration for Custom_vehicle_1"},null,null,null,"Trial Z",32.75,null,null,{"$f":"M82","v":"axle configuration for Custom_vehicle_1"},null,null,null,null,null,null,null,{"$f":"U82","v":"axle configuration for Custom_vehicle_1"}]
["axle No","Load\n(kips)","Distance from first axle\n(ft)",null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)",null,null,"axle no ","Load\n(kips)","Position from first axle \n(ft)","Position from support A \n(ft)","Moment\n(kips-ft)","Shear\n(kips)"]
["Fr",{"$f":"SUM(B85:B103)","v":365},{"$f":"SUMPRODUCT(B85:B103,C85:C103)/B84","v":67.499506849315054},null,{"$f":"_xlfn.SORTBY(A84:C103,C84:C103)","v":"a"},20,0,20.666666666666671,197.72688719253603,-6.3104325699745569,null,null,{"$f":"_xlfn.SORTBY(A84:C103,C84:C103)","v":"a"},20,0,19.25,192.5,-5.8778625954198471,null,null,"s",19,0,1.6107142857142875,29.850997234771807,18.532769901853872,null,null,"s",19,0,1.5,27.847328244274809,18.564885496183205]
["a",20,0,null,"b",20,13.5,31.333333333333336,0,0,null,null,"b",20,13.5,29.916666666666664,0,0,null,null,"r",19,5,6.6107142857142875,27.514846744041161,17.082388222464559,null,null,"r",19,5,6.5,25.671755725190838,17.114503816793892]
["b",20,13.5,null,"c",20,18.5,34.166666666666671,326.88719253604751,9.567430025445292,null,null,"c",20,18.5,32.75,327.5,10,null,null,"q",19,10,11.610714285714288,25.178696253310513,15.632006543075246,null,null,"q",19,10,11.5,23.496183206106871,15.664122137404581]
["c",20,18.5,null,"d",20,23.5,39.166666666666671,274.72434266327394,8.0407124681933837,null,null,"d",20,23.5,37.75,277.5,8.4732824427480917,null,null,"p",19,24.08,25.690714285714286,18.600096471413014,11.54773173391494,null,null,"p",19,24.08,25.58,17.369770992366416,11.579847328244277]
["d",20,23.5,null,"e",19,38.5,44.166666666666671,0,0,null,null,"e",19,38.5,42.75,0,0,null,null,"o",19,29.08,30.690714285714286,16.263945980682369,10.097350054525627,null,null,"o",19,29.08,30.58,15.194198473282441,10.129465648854961]
["e",19,38.5,null,"f",19,43.5,59.166666666666671,0,0,null,null,"f",19,43.5,57.75,0,0,null,null,"n",19,34.08,35.690714285714286,13.927795489951722,8.6469683751363142,null,null,"n",19,34.08,35.58,13.018625954198475,8.6790839694656494]
["f",19,43.5,null,"g",19,48.5,64.166666666666671,0,0,null,null,"g",19,48.5,62.75,0,0,null,null,"m",19,38.58,40.190714285714286,11.82526004829414,7.341624863685932,null,null,"m",19,38.58,40.08,11.060610687022901,7.3737404580152681]
["g",19,48.5,null,"h",19,63.17,69.166666666666671,0,0,null,null,"h",19,63.17,67.75,0,0,null,null,"l",19,43.58,45.190714285714286,9.4891095575634932,5.8912431842966191,null,null,"l",19,43.58,45.08,8.8850381679389319,5.9233587786259543]
["h",19,63.17,null,"Fr",365,67.499506849315054,83.836666666666673,0,0,null,null,"Fr",365,67.499506849315054,82.42,0,0,null,null,"k",19,48.58,50.190714285714286,7.1529590668328469,4.4408615049073052,null,null,"k",19,48.58,50.08,6.7094656488549624,4.4729770992366413]
["i",19,68.17,null,"i",19,68.17,88.836666666666673,0,0,null,null,"i",19,68.17,87.42,0,0,null,null,"j",19,53.08,54.690714285714286,5.0504236251752648,3.1355179934569239,null,null,"j",19,53.08,54.58,4.7514503816793896,3.1676335877862596]
["j",19,73.17,null,"j",19,73.17,93.836666666666673,0,0,null,null,"j",19,73.17,92.42,0,0,null,null,"i",19,58.08,59.690714285714286,2.714273134444622,1.6851363140676128,null,null,"i",19,58.08,59.58,2.5758778625954193,1.7172519083969462]
["k",19,77.67,null,"k",19,77.67,98.336666666666673,0,0,null,null,"k",19,77.67,96.919999999999987,0,0,null,null,"Fr",365,58.750493150684946,60.361207436399233,0,0,null,null,"Fr",365,58.750493150684946,60.250493150684946,0,0]
["l",19,82.67,null,"l",19,82.67,103.33666666666667,0,0,null,null,"l",19,82.67,101.91999999999999,0,0,null,null,"h",19,63.08,64.690714285714279,0.37812264371397908,0.2347546346783016,null,null,"h",19,63.08,64.58,0.40030534351145269,0.26687022900763513]
["m",19,87.67,null,"m",19,87.67,108.33666666666667,0,0,null,null,"m",19,87.67,106.91999999999999,0,0,null,null,"g",19,77.75,79.360714285714295,0,0,null,null,"g",19,77.75,79.25,0,0]
["n",19,92.17,null,"n",19,92.17,112.83666666666667,0,0,null,null,"n",19,92.17,111.41999999999999,0,0,null,null,"f",19,82.75,84.360714285714295,0,0,null,null,"f",19,82.75,84.25,0,0]
["o",19,97.17,null,"o",19,97.17,117.83666666666667,0,0,null,null,"o",19,97.17,116.41999999999999,0,0,null,null,"e",19,87.75,89.360714285714295,0,0,null,null,"e",19,87.75,89.25,0,0]
["p",19,102.17,null,"p",19,102.17,122.83666666666667,0,0,null,null,"p",19,102.17,121.41999999999999,0,0,null,null,"d",20,102.75,104.36071428571429,0,0,null,null,"d",20,102.75,104.25,0,0]
["q",19,116.25,null,"q",19,116.25,136.91666666666666,0,0,null,null,"q",19,116.25,135.5,0,0,null,null,"c",20,107.75,109.36071428571429,0,0,null,null,"c",20,107.75,109.25,0,0]
["r",19,121.25,null,"r",19,121.25,141.91666666666666,0,0,null,null,"r",19,121.25,140.5,0,0,null,null,"b",20,112.75,114.36071428571429,0,0,null,null,"b",20,112.75,114.25,0,0]
["s",19,126.25,null,"s",19,126.25,146.91666666666666,0,0,null,null,"s",19,126.25,145.5,0,0,null,null,"a",20,126.25,127.86071428571429,0,0,null,null,"a",20,126.25,127.75,0,0]

{"sheet":"Envelopes","index":27,"n_rows":22,"n_cols":25,"rows_kept":22,"cut":false,"hidden":false,"merged":[[21,4,25,6],[1,0,1,7]]}
["Envelopes"]
["This is an optional tab, which generates moment and shear envelopes for the selected vehicle type on a single span simply supported bridge."]
["Bridge span ",65.5]
["Vehicle type","Type3_3"]
["Number of axles",6,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"INDEX(E9:E20,MATCH(Y5,F9:F20,0),1)","v":32.044117647058826},{"$f":"MAX(F9:F20)","v":658.017287831163}]
[]
[{"$f":" \"Axle Configuration for \" & B4","v":"Axle Configuration for Type3_3"},null,null,null,"Envelopes"]
["Axle","Load \n(kips)","Distance from first axle (ft)",null,"Distance\n(ft)","Moment  Envelope\n(kips-ft)","Shear Envelope\n(kips)"]
["a",12,0,null,0,0,50.809160305343504]
["b",12,15,null,6.55,280.40000000000003,42.809160305343518]
["c",12,19,null,13.1,464,35.102290076335876]
["d",16,34,null,19.649999999999999,581.74000000000012,28.302290076335879]
["e",14,50,null,26.2,628.79999999999995,21.502290076335878]
["f",14,54,null,32.044117647058826,658.017287831163,16.73372249663224]
[null,null,null,null,32.75,657.5,16.259541984732827]
[null,null,null,null,39.299999999999997,628.80000000000007,11.859541984732825]
[null,null,null,null,45.85,581.74,7.5450381679389302]
[null,null,null,null,52.4,464,4.7450381679389331]
[null,null,null,null,58.95,280.39999999999986,1.9450381679389308]
[null,null,null,null,65.5,8.5265128291212022E-14,0]
[]
[null,null,null,null,"Note: The presented moment and shear values are for the selected vehicle type. These values do not include any distribution factors or impact factors. Appropriate distribution and impact factors should be applied."]

{"sheet":"Shear_capacity","index":28,"n_rows":95,"n_cols":50,"rows_kept":95,"cut":false,"hidden":true,"merged":[[73,41,74,41],[49,41,50,41],[25,41,26,41],[1,41,2,41],[1,40,2,40],[1,6,1,20],[49,9,49,19],[73,39,74,39],[73,40,74,40],[1,22,1,38],[25,22,25,38],[49,22,49,38],[73,22,73,38],[1,39,2,39],[25,39,26,39],[25,40,26,40],[49,39,50,39],[49,40,50,40],[50,0,51,0],[73,9,73,19],[74,0,75,0],[2,0,3,0],[25,9,25,19],[26,0,27,0]]}
["Nominal Shear Resistance at Shear Critical Location for Interior Beam due to "]
[null,null,null,null,null,null,"Sectional method",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"longitudinal reinforcement criteria",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adopted εs","Adopted Vn","Remark"]
["Vehicle type","Mu","Vu","MU_LL","VU_LL","MU_LL/VU_LL","Mu_DC","Mu_Dw","MU_LL","Mu","Vu_DC","Vu_Dw","VU_LL","Vu","εs","β","θ","Vc","Vs","Vn","Residual",null,"Mu_DC","Mu_Dw","MU_LL","Mu","Vu_DC","Vu_Dw","VU_LL","Vu","εs","β","θ","Vc","Vs","Vn","LHS","RHS","Residual",null,null,null,null,"εs","β","θ","Vs","LHS","RHS","Check"]
[null,"(kips-ft)","(kips)",null,null,null,null,null,null,"(kips-ft)",null,null,null,"(kips)",null,null,"(degrees)","(kips)","(kips)","(kips)",null,null,null,null,null,"(kips-ft)",null,null,null,"(kips)",null,null,"(degrees)","(kips)","(kips)","(kips)",null,null,null,null,"(kips)",null,null,null,null,"(degrees)","(kips)"]
["Inventory",{"$f":"VLOOKUP(A5,Capacity!$A$101:$C$130,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":163.28051438066808},{"$f":"VLOOKUP(A5,Capacity!$A$101:$C$130,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":141.84006030635089},{"$f":"'Load Rating Interior Beam'!D84*'Calculation Summary'!D67","v":83.005031361575305},{"$f":"'Load Rating Interior Beam'!D84*'Calculation Summary'!B102","v":93.847538513196127},{"$f":"D5/E5","v":0.88446679238053505},{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},218.03338982901496,{"$f":"SUM(G5:I5)","v":298.30887284810774},{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.5139355228701,{"$f":"SUM(K5:M5)","v":294.50645731602486},-1.9841721677293231E-4,{"$f":"4.8/(1+750*O5)","v":5.63918328994792},{"$f":"29+3500*O5","v":28.305539741294737},{"$f":"0.0316*P5*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682406021039057},{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q5)))/MAIN!$D$119","v":242.5474009640549},{"$f":"R5+S5","v":327.22980698509394},{"$f":"0.9*T5-N5","v":3.6897055969120629E-4},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"O5","v":-1.9841721677293231E-4},{"$f":"T5","v":327.22980698509394},{"$f":"IF(AO5=0.25*fc_design*bw_single*2*dv,\"0.25f'c.bv.dv governs\",\"Sectional method governs\")","v":"Sectional method governs"},null,{"$f":"EPSILONS(B5,C5)","v":-3.6770150929993904E-4},{"$f":"4.8/(1+750*AR5)","v":6.627784876918752},{"$f":"29+3500*AR5","v":27.713044717450213},{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT5)))/MAIN!$D$119","v":248.67318521151481},{"$f":"As*fy+Aps*fpx(AR5,dv)","v":643.39882807489369},{"$f":"(B5*12)/(Capacity!$G$36*dv)+((C5/0.9)-0.5*AU5)*(_xlfn.COT(RADIANS(AT5)))","v":183.31872766603033},{"$f":"IF(AV5>AW5,\"PASS\",\"FAIL\")","v":"PASS"}]
["Operating",{"$f":"VLOOKUP(A6,Capacity!$A$101:$C$130,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":144.30793578373658},{"$f":"VLOOKUP(A6,Capacity!$A$101:$C$130,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":120.38919436047749},{"$f":"'Load Rating Interior Beam'!D85*'Calculation Summary'!D68","v":64.032452764643807},{"$f":"'Load Rating Interior Beam'!D85*'Calculation Summary'!B103","v":72.396672567322724},{"$f":"D6/E6","v":0.88446679238053505},{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},218.03334007352055,{"$f":"SUM(G6:I6)","v":298.30882309261335},{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51387926807928,{"$f":"SUM(K6:M6)","v":294.50640106123404},-1.9841737092991327E-4,{"$f":"4.8/(1+750*O6)","v":5.6391840559248738},{"$f":"29+3500*O6","v":28.305539201745304},{"$f":"0.0316*P6*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682417523550683},{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q6)))/MAIN!$D$119","v":242.54740643512821},{"$f":"R6+S6","v":327.22982395867888},{"$f":"0.9*T6-N6","v":4.4050157697483883E-4},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"O6","v":-1.9841737092991327E-4},{"$f":"T6","v":327.22982395867888},"Sectional method governs",null,{"$f":"EPSILONS(B6,C6)","v":-3.9148739075084606E-4},{"$f":"4.8/(1+750*AR6)","v":6.7951665029756017},{"$f":"29+3500*AR6","v":27.629794132372037},{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT6)))/MAIN!$D$119","v":249.55325823219746},{"$f":"As*fy+Aps*fpx(AR6,dv)","v":643.39882807489369},{"$f":"(B6*12)/(Capacity!$G$36*dv)+((C6/0.9)-0.5*AU6)*(_xlfn.COT(RADIANS(AT6)))","v":123.225963759096},{"$f":"IF(AV6>AW6,\"PASS\",\"FAIL\")","v":"PASS"}]
["Inventory_Tandem",{"$f":"VLOOKUP(A7,Capacity!$A$101:$C$130,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":149.25991903006138},{"$f":"VLOOKUP(A7,Capacity!$A$101:$C$130,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":125.90606821807344},{"$f":"'Load Rating Interior Beam'!D87*'Calculation Summary'!D70","v":68.984436010968608},{"$f":"'Load Rating Interior Beam'!D87*'Calculation Summary'!B105","v":77.913546424918692},0.8853972021084342,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},218.262712185157,298.53819520424975,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51389417698482,294.50641597013959,-1.9841733007451039E-4,5.6391838529220646,28.305539344739213,84.682414475101055,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q7)))/MAIN!$D$119","v":242.54740498515878},327.22981946025982,4.2154409425165795E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841733007451039E-4,327.22981946025982,"Sectional method governs",null,{"$f":"EPSILONS(B7,C7)","v":-3.8536998234936243E-4},6.7513158534630069,27.651205061777233,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT7)))/MAIN!$D$119","v":249.3264490856337},{"$f":"As*fy+Aps*fpx(AR7,dv)","v":643.39882807489369},{"$f":"(B7*12)/(Capacity!$G$36*dv)+((C7/0.9)-0.5*AU7)*(_xlfn.COT(RADIANS(AT7)))","v":138.76592180227573},"PASS"]
["Operating_Tandem",{"$f":"VLOOKUP(A8,Capacity!$A$101:$C$130,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":133.49204794183999},{"$f":"VLOOKUP(A8,Capacity!$A$101:$C$130,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":108.09725760666348},{"$f":"'Load Rating Interior Beam'!D88*'Calculation Summary'!D71","v":53.21656492274721},{"$f":"'Load Rating Interior Beam'!D88*'Calculation Summary'!B106","v":60.104735813508711},0.88539720210843409,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},218.2626941454173,298.5381771645101,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.5138738022427,294.50639559539746,-1.9841738590798536E-4,5.6391841303480987,28.305539149322051,84.682418641148317,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q8)))/MAIN!$D$119","v":242.5474069667041},327.22982560785243,4.4745166974280437E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841738590798536E-4,327.22982560785243,"Sectional method governs",null,{"$f":"EPSILONS(B8,C8)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT8)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR8,dv)","v":643.39882807489369},{"$f":"(B8*12)/(Capacity!$G$36*dv)+((C8/0.9)-0.5*AU8)*(_xlfn.COT(RADIANS(AT8)))","v":88.871878261786975},"PASS"]
["2F1",{"$f":"VLOOKUP(A9,Capacity!$A$101:$C$130,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":105.59383326481652},{"$f":"VLOOKUP(A9,Capacity!$A$101:$C$130,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":76.766078294529891},{"$f":"'Load Rating Interior Beam'!D90*'Calculation Summary'!D73","v":25.318350245723753},{"$f":"'Load Rating Interior Beam'!D90*'Calculation Summary'!B108","v":28.773556501375129},0.87991730339326502,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},216.91191818580191,297.18740120489468,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51398188138208,294.50650367453682,-1.9841708973384646E-4,5.6391826587148284,28.305540185931537,84.682396541947099,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q9)))/MAIN!$D$119","v":242.54739645540326},327.22979299735039,3.1002307855487743E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841708973384646E-4,327.22979299735039,"Sectional method governs",null,{"$f":"EPSILONS(B9,C9)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT9)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR9,dv)","v":643.39882807489369},{"$f":"(B9*12)/(Capacity!$G$36*dv)+((C9/0.9)-0.5*AU9)*(_xlfn.COT(RADIANS(AT9)))","v":1.7792327558461238},"PASS"]
["3F1",{"$f":"VLOOKUP(A10,Capacity!$A$101:$C$130,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":117.94485987022844},{"$f":"VLOOKUP(A10,Capacity!$A$101:$C$130,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":90.802654865739584},{"$f":"'Load Rating Interior Beam'!D91*'Calculation Summary'!D74","v":37.669376851135659},{"$f":"'Load Rating Interior Beam'!D91*'Calculation Summary'!B109","v":42.810133072584819},0.8799173033932649,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},216.91187543411755,297.18735845321032,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51393329535682,294.50645508851159,-1.9841722287631072E-4,5.6391833202744523,28.305539719932913,84.68240647644609,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q10)))/MAIN!$D$119","v":242.54740118066547},327.22980765711156,3.7180288882154855E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841722287631072E-4,327.22980765711156,"Sectional method governs",null,{"$f":"EPSILONS(B10,C10)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT10)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR10,dv)","v":643.39882807489369},{"$f":"(B10*12)/(Capacity!$G$36*dv)+((C10/0.9)-0.5*AU10)*(_xlfn.COT(RADIANS(AT10)))","v":40.688874490427352},"PASS"]
["5C1",{"$f":"VLOOKUP(A11,Capacity!$A$101:$C$130,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":124.4983540874095},{"$f":"VLOOKUP(A11,Capacity!$A$101:$C$130,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":98.250507285402733},{"$f":"'Load Rating Interior Beam'!D92*'Calculation Summary'!D75","v":44.222871068316714},{"$f":"'Load Rating Interior Beam'!D92*'Calculation Summary'!B110","v":50.257985492247968},0.8799173033932659,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},216.9118528463664,297.1873358654592,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51390762504516,294.5064294181999,-1.9841729322182477E-4,5.6391836698080171,28.305539473723613,84.682411725316669,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q11)))/MAIN!$D$119","v":242.54740367724693},327.22981540256359,4.0444410734608027E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841729322182477E-4,327.22981540256359,"Sectional method governs",null,{"$f":"EPSILONS(B11,C11)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT11)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR11,dv)","v":643.39882807489369},{"$f":"(B11*12)/(Capacity!$G$36*dv)+((C11/0.9)-0.5*AU11)*(_xlfn.COT(RADIANS(AT11)))","v":61.334454833395029},"PASS"]
["SU4",{"$f":"VLOOKUP(A12,Capacity!$A$101:$C$130,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":123.50716210283528},{"$f":"VLOOKUP(A12,Capacity!$A$101:$C$130,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":97.124046900146311},{"$f":"'Load Rating Interior Beam'!D94*'Calculation Summary'!D77","v":43.231679083742506},{"$f":"'Load Rating Interior Beam'!D94*'Calculation Summary'!B112","v":49.13152510699156},0.8799173033932649,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},216.91185625841126,297.18733927750407,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51391150273355,294.50643329588831,-1.9841728259561991E-4,5.6391836170084106,28.305539510915331,84.682410932436298,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q12)))/MAIN!$D$119","v":242.54740330012007},327.22981423255635,3.9951341238975147E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841728259561991E-4,327.22981423255635,"Sectional method governs",null,{"$f":"EPSILONS(B12,C12)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT12)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR12,dv)","v":643.39882807489369},{"$f":"(B12*12)/(Capacity!$G$36*dv)+((C12/0.9)-0.5*AU12)*(_xlfn.COT(RADIANS(AT12)))","v":58.211886463809385},"PASS"]
["SU5",{"$f":"VLOOKUP(A13,Capacity!$A$101:$C$130,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":128.62349264809731},{"$f":"VLOOKUP(A13,Capacity!$A$101:$C$130,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":102.93860529731808},{"$f":"'Load Rating Interior Beam'!D95*'Calculation Summary'!D78","v":48.34800962900453},{"$f":"'Load Rating Interior Beam'!D95*'Calculation Summary'!B113","v":54.946083504163312},0.87991730339326479,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},216.91183866242639,297.18732168151917,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51389150541701,294.50641329857177,-1.9841733739517221E-4,5.6391838892970547,28.305539319116896,84.682415021336467,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q13)))/MAIN!$D$119","v":242.54740524497109},327.22982026630757,4.249411050523122E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841733739517221E-4,327.22982026630757,"Sectional method governs",null,{"$f":"EPSILONS(B13,C13)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT13)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR13,dv)","v":643.39882807489369},{"$f":"(B13*12)/(Capacity!$G$36*dv)+((C13/0.9)-0.5*AU13)*(_xlfn.COT(RADIANS(AT13)))","v":74.329946514348904},"PASS"]
["SU6",{"$f":"VLOOKUP(A14,Capacity!$A$101:$C$130,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":132.02639101132792},{"$f":"VLOOKUP(A14,Capacity!$A$101:$C$130,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":106.80589867830723},{"$f":"'Load Rating Interior Beam'!D96*'Calculation Summary'!D79","v":51.750907992235156},{"$f":"'Load Rating Interior Beam'!D96*'Calculation Summary'!B114","v":58.813376885152472},0.87991730339326513,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},216.91182698157934,297.18731000067214,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51387823047961,294.50640002363434,-1.9841737377308618E-4,5.6391840700520657,28.3055391917942,84.682417735695694,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q14)))/MAIN!$D$119","v":242.54740653603315},327.22982427172883,4.4182092159417152E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841737377308618E-4,327.22982427172883,"Sectional method governs",null,{"$f":"EPSILONS(B14,C14)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT14)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR14,dv)","v":643.39882807489369},{"$f":"(B14*12)/(Capacity!$G$36*dv)+((C14/0.9)-0.5*AU14)*(_xlfn.COT(RADIANS(AT14)))","v":85.050153052846596},"PASS"]
["SU7",{"$f":"VLOOKUP(A15,Capacity!$A$101:$C$130,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":135.27521511583356},{"$f":"VLOOKUP(A15,Capacity!$A$101:$C$130,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":110.49809121955747},{"$f":"'Load Rating Interior Beam'!D97*'Calculation Summary'!D80","v":54.999732096740786},{"$f":"'Load Rating Interior Beam'!D97*'Calculation Summary'!B115","v":62.505569426402715},0.87991730339326502,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},216.91181584620435,297.18729886529712,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51386557545518,294.50638736860992,-1.9841740845222587E-4,5.6391842423661975,28.305539070417211,84.682420323300065,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q15)))/MAIN!$D$119","v":242.54740776680532},327.2298280901054,4.579124849328764E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841740845222587E-4,327.2298280901054,"Sectional method governs",null,{"$f":"EPSILONS(B15,C15)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT15)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR15,dv)","v":643.39882807489369},{"$f":"(B15*12)/(Capacity!$G$36*dv)+((C15/0.9)-0.5*AU15)*(_xlfn.COT(RADIANS(AT15)))","v":95.284976926482798},"PASS"]
["EV2",{"$f":"VLOOKUP(A16,Capacity!$A$101:$C$130,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":121.67899570612764},{"$f":"VLOOKUP(A16,Capacity!$A$101:$C$130,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":95.046389841173166},{"$f":"'Load Rating Interior Beam'!D99*'Calculation Summary'!D82","v":41.403512687034869},{"$f":"'Load Rating Interior Beam'!D99*'Calculation Summary'!B117","v":47.053868048018408},0.8799173033932649,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},216.91186255561547,297.18734557470827,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51391865931996,294.50644045247469,-1.9841726298410275E-4,5.6391835195624855,28.305539579555642,84.682409469111747,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q16)))/MAIN!$D$119","v":242.5474026041019},327.22981207321368,3.9041341761958392E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841726298410275E-4,327.22981207321368,"Sectional method governs",null,{"$f":"EPSILONS(B16,C16)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT16)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR16,dv)","v":643.39882807489369},{"$f":"(B16*12)/(Capacity!$G$36*dv)+((C16/0.9)-0.5*AU16)*(_xlfn.COT(RADIANS(AT16)))","v":52.45258387304942},"PASS"]
["EV3",{"$f":"VLOOKUP(A17,Capacity!$A$101:$C$130,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":132.23432204952178},{"$f":"VLOOKUP(A17,Capacity!$A$101:$C$130,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":107.04220615560311},{"$f":"'Load Rating Interior Beam'!D100*'Calculation Summary'!D83","v":51.958839030429019},{"$f":"'Load Rating Interior Beam'!D100*'Calculation Summary'!B118","v":59.04968436244836},0.87991730339326513,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},216.91182626840879,297.18730928750153,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51387741998235,294.50639921313712,-1.9841737599412887E-4,5.6391840810880094,28.305539184020549,84.682417901420109,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q17)))/MAIN!$D$119","v":242.54740661485866},327.22982451627877,4.4285151381018295E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841737599412887E-4,327.22982451627877,"Sectional method governs",null,{"$f":"EPSILONS(B17,C17)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT17)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR17,dv)","v":643.39882807489369},{"$f":"(B17*12)/(Capacity!$G$36*dv)+((C17/0.9)-0.5*AU17)*(_xlfn.COT(RADIANS(AT17)))","v":85.705201613593559},"PASS"]
["Type3",{"$f":"VLOOKUP(A18,Capacity!$A$101:$C$130,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":119.61108176816983},{"$f":"VLOOKUP(A18,Capacity!$A$101:$C$130,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":92.696266789855486},{"$f":"'Load Rating Interior Beam'!D102*'Calculation Summary'!D85","v":39.33559874907705},{"$f":"'Load Rating Interior Beam'!D102*'Calculation Summary'!B120","v":44.703744996700721},0.87991730339326479,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},216.91186968488242,297.18735270397519,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51392676152111,294.50644855467584,-1.9841724078127523E-4,5.6391834092408333,28.305539657265538,84.682407812435144,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q18)))/MAIN!$D$119","v":242.54740181611751},327.22980962855263,3.80111021513585E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841724078127523E-4,327.22980962855263,"Sectional method governs",null,{"$f":"EPSILONS(B18,C18)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT18)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR18,dv)","v":643.39882807489369},{"$f":"(B18*12)/(Capacity!$G$36*dv)+((C18/0.9)-0.5*AU18)*(_xlfn.COT(RADIANS(AT18)))","v":45.938000670011952},"PASS"]
["Type3S2",{"$f":"VLOOKUP(A19,Capacity!$A$101:$C$130,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":125.70924685635185},{"$f":"VLOOKUP(A19,Capacity!$A$101:$C$130,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":99.626651116502373},{"$f":"'Load Rating Interior Beam'!D103*'Calculation Summary'!D86","v":45.433763837259086},{"$f":"'Load Rating Interior Beam'!D103*'Calculation Summary'!B121","v":51.634129323347615},0.87991730339326391,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},216.91184868009077,297.18733169918357,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51390289019668,294.50642468335144,-1.9841730619694445E-4,5.6391837342789399,28.305539428310695,84.68241269346268,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q19)))/MAIN!$D$119","v":242.54740413773746},327.22981683120014,4.1046472870220896E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841730619694445E-4,327.22981683120014,"Sectional method governs",null,{"$f":"EPSILONS(B19,C19)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT19)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR19,dv)","v":643.39882807489369},{"$f":"(B19*12)/(Capacity!$G$36*dv)+((C19/0.9)-0.5*AU19)*(_xlfn.COT(RADIANS(AT19)))","v":65.149150188184478},"PASS"]
["Type3_3",{"$f":"VLOOKUP(A20,Capacity!$A$101:$C$130,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":124.86070608337715},{"$f":"VLOOKUP(A20,Capacity!$A$101:$C$130,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":98.662309615656156},{"$f":"'Load Rating Interior Beam'!D104*'Calculation Summary'!D87","v":44.585223064284371},{"$f":"'Load Rating Interior Beam'!D104*'Calculation Summary'!B122","v":50.669787822501398},0.8799173033932659,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},216.91185159939747,297.18733461849024,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51390620790184,294.50642800105658,-1.9841729710528685E-4,5.6391836891042075,28.305539460131495,84.682412015083415,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q20)))/MAIN!$D$119","v":242.5474038150721},327.22981583015553,4.0624608340067425E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841729710528685E-4,327.22981583015553,"Sectional method governs",null,{"$f":"EPSILONS(B20,C20)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT20)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR20,dv)","v":643.39882807489369},{"$f":"(B20*12)/(Capacity!$G$36*dv)+((C20/0.9)-0.5*AU20)*(_xlfn.COT(RADIANS(AT20)))","v":62.475978270704601},"PASS"]
["PL60T",{"$f":"VLOOKUP(A21,Capacity!$A$101:$C$130,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":122.67462169872974},{"$f":"VLOOKUP(A21,Capacity!$A$101:$C$130,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":96.177889345459036},{"$f":"'Load Rating Interior Beam'!D109*'Calculation Summary'!D89","v":42.399138679636962},{"$f":"'Load Rating Interior Beam'!D109*'Calculation Summary'!B124","v":48.185367552304278},0.87991730339326613,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},216.91185912549412,297.18734214458686,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51391476108813,294.5064365542429,-1.9841727366660351E-4,5.639183572641814,28.305539542166887,84.682410266192633,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q21)))/MAIN!$D$119","v":242.54740298322682},327.22981324941946,3.953702346279897E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841727366660351E-4,327.22981324941946,"Sectional method governs",null,{"$f":"EPSILONS(B21,C21)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT21)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR21,dv)","v":643.39882807489369},{"$f":"(B21*12)/(Capacity!$G$36*dv)+((C21/0.9)-0.5*AU21)*(_xlfn.COT(RADIANS(AT21)))","v":55.589120770865492},"PASS"]
["PL65T",{"$f":"VLOOKUP(A22,Capacity!$A$101:$C$130,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":134.37838190503768},{"$f":"VLOOKUP(A22,Capacity!$A$101:$C$130,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":109.47886679092392},{"$f":"'Load Rating Interior Beam'!D110*'Calculation Summary'!D90","v":54.102898885944917},{"$f":"'Load Rating Interior Beam'!D110*'Calculation Summary'!B125","v":61.486344997769152},0.87991730339326368,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},216.91181891849109,297.18730193758387,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51386906701862,294.50639086017338,-1.9841739888413543E-4,5.6391841948241517,28.305539103905527,84.682419609371365,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q22)))/MAIN!$D$119","v":242.54740742723121},327.22982703660256,4.53472768924712E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841739888413543E-4,327.22982703660256,"Sectional method governs",null,{"$f":"EPSILONS(B22,C22)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT22)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR22,dv)","v":643.39882807489369},{"$f":"(B22*12)/(Capacity!$G$36*dv)+((C22/0.9)-0.5*AU22)*(_xlfn.COT(RADIANS(AT22)))","v":92.459668549894218},"PASS"]
["Custom_Vehicle_1",{"$f":"VLOOKUP(A23,Capacity!$A$101:$C$130,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":110.35452870882027},{"$f":"VLOOKUP(A23,Capacity!$A$101:$C$130,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":98.103285972635575},{"$f":"IF(add_custom_vehicle = \"YES\",'Load Rating Interior Beam'!D112*'Calculation Summary'!D92,0)","v":30.079045689727494},{"$f":"IF(add_custom_vehicle = \"YES\",'Load Rating Interior Beam'!D112*'Calculation Summary'!B127,0)","v":50.110764179480825},{"$f":"IF(add_custom_vehicle=\"YES\",D23/E23,0)","v":0.60025118718992021},{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},147.97026601490185,228.24574903399463,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51390813173666,{"$f":"IF(add_custom_vehicle = \"YES\",SUM(K23:M23),\"N/A\")","v":294.50642992489139},-1.9841729183331513E-4,{"$f":"IF(add_custom_vehicle = \"YES\",4.8/(1+750*O23),\"N/A\")","v":5.639183662908775},{"$f":"IF(add_custom_vehicle = \"YES\",29+3500*O23,\"N/A\")","v":28.305539478583398},{"$f":"IF(add_custom_vehicle = \"YES\",0.0316*P23*1*SQRT(fc_design)*(bw_single*2)*dv,\"N/A\")","v":84.682411621712234},{"$f":"IF(add_custom_vehicle=\"YES\",Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q23)))/MAIN!$D$119,\"N/A\")","v":242.54740362796835},{"$f":"IF(add_custom_vehicle = \"YES\",R23+S23,\"N/A\")","v":327.2298152496806},{"$f":"IF(add_custom_vehicle = \"YES\",0.9*T23-N23,\"N/A\")","v":4.0379982112881407E-4},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841729183331513E-4,327.2298152496806,"Sectional method governs",null,{"$f":"IF(add_custom_vehicle = \"YES\",EPSILONS(B23,C23), \"N/A\")","v":-4.0000000000000002E-4},{"$f":"IF(add_custom_vehicle = \"YES\",4.8/(1+750*AR23),\"N/A\")","v":6.8571428571428577},{"$f":"IF(add_custom_vehicle = \"YES\",29+3500*AR23,\"N/A\")","v":27.6},{"$f":"IF(add_custom_vehicle = \"YES\",Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT23)))/MAIN!$D$119,\"N/A\")","v":249.86941129317154},{"$f":"IF(add_custom_vehicle = \"YES\",As*fy+Aps*fpx(AR23,dv),\"N/A\")","v":643.39882807489369},{"$f":"IF(add_custom_vehicle = \"YES\",(B23*12)/(Capacity!$G$36*dv)+((C23/0.9)-0.5*AU23)*(_xlfn.COT(RADIANS(AT23))),\"N/A\")","v":50.627144261523583},{"$f":"IF(add_custom_vehicle = \"YES\",IF(AV23>AW23,\"PASS\",\"FAIL\"),\"N/A\")","v":"PASS"}]
[]
["Nominal Shear Resistance at Shear Critical Location for Exterior Beam due to "]
[null,null,null,null,null,null,null,null,null,"Sectional method",null,null,null,null,null,null,null,null,null,null,"Residual",null,"longitudinal reinforcement criteria",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adopted εs","Adopted Vn","Remark"]
["Vehicle type","Mu","Vu","MU_LL","VU_LL","MU_LL/VU_LL","Mu_DC","Mu_Dw","MU_LL","Mu","Vu_DC","Vu_Dw","VU_LL","Vu","εs","β","θ","Vc","Vs","Vn",null,null,"Mu_DC","Mu_Dw","MU_LL","Mu","Vu_DC","Vu_Dw","VU_LL","Vu","εs","β","θ","Vc","Vs","Vn","LHS","RHS","Residual",null,null,null,null,"εs","β","θ","Vs","LHS","RHS","Check"]
[null,"(kips-ft)","(kips)",null,null,null,null,null,null,"(kips-ft)",null,null,null,"(kips)",null,null,"(degrees)","(kips)","(kips)","(kips)",null,null,null,null,null,"(kips-ft)",null,null,null,"(kips)",null,null,"(degrees)","(kips)","(kips)","(kips)",null,null,null,null,"(kips)",null,null,null,null,"(degrees)","(kips)"]
["Inventory",{"$f":"VLOOKUP(A29,Capacity!$A$137:$C$162,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":167.36159508927886},{"$f":"VLOOKUP(A29,Capacity!$A$137:$C$162,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":163.99467292677801},{"$f":"'Load Rating Exterior Beam'!D84*'Calculation Summary'!H67","v":87.086112070186104},{"$f":"'Load Rating Exterior Beam'!D84*'Calculation Summary'!C102","v":116.00215113362326},{"$f":"D29/E29","v":0.75072842373303339},{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},185.06505838640018,{"$f":"SUM(G29:I29)","v":265.34054140549296},{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51398899505529,{"$f":"SUM(K29:M29)","v":294.50651078821005},-1.9841707024127208E-4,{"$f":"4.8/(1+750*O29)","v":5.6391825618599407},{"$f":"29+3500*O29","v":28.305540254155549},{"$f":"0.0316*P29*1*SQRT(fc_design)*(bw_single*2)*dv","v":84.682395087498023},{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q29))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54739576360646},{"$f":"R29+S29","v":327.2297908511045},{"$f":"0.9*T29-N29","v":3.0097778397930597E-4},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"O29","v":-1.9841707024127208E-4},{"$f":"T29","v":327.2297908511045},{"$f":"IF(AO29=0.25*fc_design*bw_single*2*dv,\"0.25f'c.bv.dv governs\",\"Sectional method governs\")","v":"Sectional method governs"},null,{"$f":"EPSILONS(B29,C29)","v":-3.4313527543740249E-4},{"$f":"4.8/(1+750*AR29)","v":6.4633534159815893},{"$f":"29+3500*AR29","v":27.799026535969091},{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT29)))/MAIN!$D$119","v":247.76933551445359},{"$f":"As*fy+Aps*fpx(AR29,dv)","v":643.39882807489369},{"$f":"(B29*12)/(Capacity!$G$36*dv)+((C29/0.9)-0.5*AU29)*(_xlfn.COT(RADIANS(AT29)))","v":233.63574569338579},{"$f":"IF(AV29>AW29,\"PASS\",\"FAIL\")","v":"PASS"}]
["Operating",{"$f":"VLOOKUP(A30,Capacity!$A$137:$C$162,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":147.45619804466492},{"$f":"VLOOKUP(A30,Capacity!$A$137:$C$162,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":137.47989552480701},{"$f":"'Load Rating Exterior Beam'!D85*'Calculation Summary'!H68","v":67.180715025572141},{"$f":"'Load Rating Exterior Beam'!D85*'Calculation Summary'!C103","v":89.487373731652241},0.75072842373303339,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},185.06500993576176,{"$f":"SUM(G30:I30)","v":265.34049295485454},{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51392445688555,{"$f":"SUM(K30:M30)","v":294.50644625004031},-1.9841724709743485E-4,{"$f":"4.8/(1+750*O30)","v":5.6391834406246355},{"$f":"29+3500*O30","v":28.305539635158979},84.682408283718971,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q30))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740204027976},327.22981032399872,3.8304155856394573E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"O30","v":-1.9841724709743485E-4},{"$f":"T30","v":327.22981032399872},"Sectional method governs",null,{"$f":"EPSILONS(B30,C30)","v":-3.7253629605688921E-4},{"$f":"4.8/(1+750*AR30)","v":6.6611362771704377},{"$f":"29+3500*AR30","v":27.696122963800889},{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT30)))/MAIN!$D$119","v":248.85167681757204},{"$f":"As*fy+Aps*fpx(AR30,dv)","v":643.39882807489369},{"$f":"(B30*12)/(Capacity!$G$36*dv)+((C30/0.9)-0.5*AU30)*(_xlfn.COT(RADIANS(AT30)))","v":162.33557106638679},{"$f":"IF(AV30>AW30,\"PASS\",\"FAIL\")","v":"PASS"}]
["Inventory_Tandem",{"$f":"VLOOKUP(A31,Capacity!$A$137:$C$162,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":152.65165380060068},{"$f":"VLOOKUP(A31,Capacity!$A$137:$C$162,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":144.29913921678721},{"$f":"'Load Rating Exterior Beam'!D87*'Calculation Summary'!H70","v":72.376170781507909},{"$f":"'Load Rating Exterior Beam'!D87*'Calculation Summary'!C105","v":96.306617423632446},0.75151814815736329,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},185.25970094888788,265.53518396798063,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51394168340914,294.50646347656391,-1.9841719989099381E-4,5.6391832060647662,28.305539800381521,84.682404761383722,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q31))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740036491035},327.22980512629408,3.6113710075369454E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841719989099381E-4,327.22980512629408,"Sectional method governs",null,{"$f":"EPSILONS(B31,C31)","v":-3.6497474947636574E-4},6.6091219788736018,27.722588376832721,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT31)))/MAIN!$D$119","v":248.57260664983437},{"$f":"As*fy+Aps*fpx(AR31,dv)","v":643.39882807489369},{"$f":"(B31*12)/(Capacity!$G$36*dv)+((C31/0.9)-0.5*AU31)*(_xlfn.COT(RADIANS(AT31)))","v":180.77687734413388},"PASS"]
["Operating_Tandem",{"$f":"VLOOKUP(A32,Capacity!$A$137:$C$162,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":136.10852905054173},{"$f":"VLOOKUP(A32,Capacity!$A$137:$C$162,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":122.2861980913855},{"$f":"'Load Rating Exterior Beam'!D88*'Calculation Summary'!H71","v":55.833046031448966},{"$f":"'Load Rating Exterior Beam'!D88*'Calculation Summary'!C106","v":74.29367629823075},0.75151814815736329,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},185.25965792180278,265.53514094089553,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51388442985484,294.50640622300961,-1.9841735678491609E-4,5.6391839856410426,28.305539251252792,84.682416468113473,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q32))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740593311843},327.2298224012319,4.339380990927566E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841735678491609E-4,327.2298224012319,"Sectional method governs",null,{"$f":"EPSILONS(B32,C32)","v":-3.8938389031551818E-4},6.780024128770223,27.637156383895686,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT32)))/MAIN!$D$119","v":249.47523229146921},{"$f":"As*fy+Aps*fpx(AR32,dv)","v":643.39882807489369},{"$f":"(B32*12)/(Capacity!$G$36*dv)+((C32/0.9)-0.5*AU32)*(_xlfn.COT(RADIANS(AT32)))","v":121.29474553357491},"PASS"]
["2F1",{"$f":"VLOOKUP(A33,Capacity!$A$137:$C$162,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":106.83865215189795},{"$f":"VLOOKUP(A33,Capacity!$A$137:$C$162,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":83.558659198612986},{"$f":"'Load Rating Exterior Beam'!D90*'Calculation Summary'!H73","v":26.563169132805175},{"$f":"'Load Rating Exterior Beam'!D90*'Calculation Summary'!C108","v":35.566137405458228},0.74686685343369918,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},184.11310438975028,264.38858740884302,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.5139583358071,294.50648012896187,-1.9841715425683937E-4,5.6391829793173089,28.305539960101061,84.682401356365801,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q33))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54739874534178},327.22980010170761,3.3996257496937687E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841715425683937E-4,327.22980010170761,"Sectional method governs",null,{"$f":"EPSILONS(B33,C33)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT33)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR33,dv)","v":643.39882807489369},{"$f":"(B33*12)/(Capacity!$G$36*dv)+((C33/0.9)-0.5*AU33)*(_xlfn.COT(RADIANS(AT33)))","v":17.13073684420791},"PASS"]
["3F1",{"$f":"VLOOKUP(A34,Capacity!$A$137:$C$162,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":119.79693756540928},{"$f":"VLOOKUP(A34,Capacity!$A$137:$C$162,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":100.90885402107162},{"$f":"'Load Rating Exterior Beam'!D91*'Calculation Summary'!H74","v":39.521454546316505},{"$f":"'Load Rating Exterior Beam'!D91*'Calculation Summary'!C109","v":52.916332227916854},0.74686685343369907,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},184.11305968609122,264.38854270518402,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51389848088274,294.50642027403751,-1.9841731827998721E-4,5.6391837943173009,28.305539386020044,84.682413595045873,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q34))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740456656796},327.22981816161382,4.1607141491795119E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841731827998721E-4,327.22981816161382,"Sectional method governs",null,{"$f":"EPSILONS(B34,C34)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT34)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR34,dv)","v":643.39882807489369},{"$f":"(B34*12)/(Capacity!$G$36*dv)+((C34/0.9)-0.5*AU34)*(_xlfn.COT(RADIANS(AT34)))","v":63.529288147866239},"PASS"]
["5C1",{"$f":"VLOOKUP(A35,Capacity!$A$137:$C$162,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":126.6726452482684},{"$f":"VLOOKUP(A35,Capacity!$A$137:$C$162,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":110.11492288227251},{"$f":"'Load Rating Exterior Beam'!D92*'Calculation Summary'!H75","v":46.397162229175628},{"$f":"'Load Rating Exterior Beam'!D92*'Calculation Summary'!C110","v":62.122401089117758},0.74686685343369985,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},184.11303609034954,264.38851910944231,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51386688791303,294.50638868106779,-1.9841740485563778E-4,5.639184224495426,28.305539083005268,84.682420054938518,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q35))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740763916143},327.22982769409998,4.5624362218177339E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841740485563778E-4,327.22982769409998,"Sectional method governs",null,{"$f":"EPSILONS(B35,C35)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT35)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR35,dv)","v":643.39882807489369},{"$f":"(B35*12)/(Capacity!$G$36*dv)+((C35/0.9)-0.5*AU35)*(_xlfn.COT(RADIANS(AT35)))","v":88.148507858790026},"PASS"]
["SU4",{"$f":"VLOOKUP(A36,Capacity!$A$137:$C$162,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":125.63271965778596},{"$f":"VLOOKUP(A36,Capacity!$A$137:$C$162,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":108.72253870335044},{"$f":"'Load Rating Exterior Beam'!D94*'Calculation Summary'!H77","v":45.35723663869318},{"$f":"'Load Rating Exterior Beam'!D94*'Calculation Summary'!C112","v":60.730016910195673},0.74686685343369907,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},184.11303965362785,264.38852267272063,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.5138716588819,294.50639345203666,-1.9841739178153446E-4,5.6391841595326611,28.305539128764629,84.6824190794066,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q36))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740717515793},327.2298262545645,4.5017707140004859E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841739178153446E-4,327.2298262545645,"Sectional method governs",null,{"$f":"EPSILONS(B36,C36)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT36)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR36,dv)","v":643.39882807489369},{"$f":"(B36*12)/(Capacity!$G$36*dv)+((C36/0.9)-0.5*AU36)*(_xlfn.COT(RADIANS(AT36)))","v":84.424941096502607},"PASS"]
["SU5",{"$f":"VLOOKUP(A37,Capacity!$A$137:$C$162,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":131.00060312152334},{"$f":"VLOOKUP(A37,Capacity!$A$137:$C$162,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":115.909741400938},{"$f":"'Load Rating Exterior Beam'!D95*'Calculation Summary'!H78","v":50.72512010243058},{"$f":"'Load Rating Exterior Beam'!D95*'Calculation Summary'!C113","v":67.917219607783238},0.74686685343369885,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},184.11303612242804,264.38851914152082,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51386693086411,294.50638872401885,-1.984174047380242E-4,5.6391842239110259,28.305539083416914,84.682420046162719,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q37))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740763498737},327.22982768115008,4.5618901623356578E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.984174047380242E-4,327.22982768115008,"Sectional method governs",null,{"$f":"EPSILONS(B37,C37)","v":-3.9645445069748744E-4},6.8311925037674328,27.612409422558795,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT37)))/MAIN!$D$119","v":249.73765539330259},{"$f":"As*fy+Aps*fpx(AR37,dv)","v":643.39882807489369},{"$f":"(B37*12)/(Capacity!$G$36*dv)+((C37/0.9)-0.5*AU37)*(_xlfn.COT(RADIANS(AT37)))","v":103.76729137341273},"PASS"]
["SU6",{"$f":"VLOOKUP(A38,Capacity!$A$137:$C$162,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":134.57081065427948},{"$f":"VLOOKUP(A38,Capacity!$A$137:$C$162,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":120.68998772776609},{"$f":"'Load Rating Exterior Beam'!D96*'Calculation Summary'!H79","v":54.295327635186716},{"$f":"'Load Rating Exterior Beam'!D96*'Calculation Summary'!C114","v":72.697465934611344},0.7468668534336993,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},184.11304594982226,264.38852896891501,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51388008902489,294.50640188217966,-1.9841736868024667E-4,5.6391840447467034,28.305539209619138,84.682417355690504,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q38))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740635528694},327.22982371097743,4.394577000539357E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841736868024667E-4,327.22982371097743,"Sectional method governs",null,{"$f":"EPSILONS(B38,C38)","v":-3.9115385478108152E-4},6.792760982052175,27.630961508266214,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT38)))/MAIN!$D$119","v":249.54088370044317},{"$f":"As*fy+Aps*fpx(AR38,dv)","v":643.39882807489369},{"$f":"(B38*12)/(Capacity!$G$36*dv)+((C38/0.9)-0.5*AU38)*(_xlfn.COT(RADIANS(AT38)))","v":116.71949282309097},"PASS"]
["SU7",{"$f":"VLOOKUP(A39,Capacity!$A$137:$C$162,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":137.97936861058997},{"$f":"VLOOKUP(A39,Capacity!$A$137:$C$162,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":125.25379711445899},{"$f":"'Load Rating Exterior Beam'!D97*'Calculation Summary'!H80","v":57.703885591497212},{"$f":"'Load Rating Exterior Beam'!D97*'Calculation Summary'!C115","v":77.261275321304225},0.7468668534336993,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},184.11305516727279,264.38853818636557,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51389243051585,294.50641422367062,-1.9841733486042115E-4,5.6391838767023543,28.305539327988527,84.682414832204557,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q39))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740515501206},327.22981998721662,4.2376482434747231E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841733486042115E-4,327.22981998721662,"Sectional method governs",null,{"$f":"EPSILONS(B39,C39)","v":-3.8609325586119053E-4},6.7564708802011353,27.648673604485833,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT39)))/MAIN!$D$119","v":249.35324831976629},{"$f":"As*fy+Aps*fpx(AR39,dv)","v":643.39882807489369},{"$f":"(B39*12)/(Capacity!$G$36*dv)+((C39/0.9)-0.5*AU39)*(_xlfn.COT(RADIANS(AT39)))","v":129.06985351634597},"PASS"]
["EV2",{"$f":"VLOOKUP(A40,Capacity!$A$137:$C$162,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":123.71466841324019},{"$f":"VLOOKUP(A40,Capacity!$A$137:$C$162,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":106.15440860663028},{"$f":"'Load Rating Exterior Beam'!D99*'Calculation Summary'!H82","v":43.439185394147422},{"$f":"'Load Rating Exterior Beam'!D99*'Calculation Summary'!C117","v":58.161886813475533},0.74686685343369896,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},184.1130462309082,264.38852925000094,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51388046537846,294.50640225853323,-1.9841736764869132E-4,5.6391840396210995,28.305539213229579,84.682417278720408,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q40))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740631867676},327.22982359739717,4.3897912422607988E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841736764869132E-4,327.22982359739717,"Sectional method governs",null,{"$f":"EPSILONS(B40,C40)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT40)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR40,dv)","v":643.39882807489369},{"$f":"(B40*12)/(Capacity!$G$36*dv)+((C40/0.9)-0.5*AU40)*(_xlfn.COT(RADIANS(AT40)))","v":77.557149854591131},"PASS"]
["EV3",{"$f":"VLOOKUP(A41,Capacity!$A$137:$C$162,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":134.78896496851789},{"$f":"VLOOKUP(A41,Capacity!$A$137:$C$162,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":120.98208037217179},{"$f":"'Load Rating Exterior Beam'!D100*'Calculation Summary'!H83","v":54.51348194942512},{"$f":"'Load Rating Exterior Beam'!D100*'Calculation Summary'!C118","v":72.989558579017043},0.74686685343369918,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},184.11304654455404,264.38852956364678,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51388088532718,294.50640267848195,-1.9841736649811123E-4,5.6391840339040824,28.305539217256612,84.682417192869181,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q41))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740627784236},327.22982347071155,4.3844515846558352E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841736649811123E-4,327.22982347071155,"Sectional method governs",null,{"$f":"EPSILONS(B41,C41)","v":-3.9082996664388243E-4},6.7904266724054683,27.632095116746413,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT41)))/MAIN!$D$119","v":249.52886803517038},{"$f":"As*fy+Aps*fpx(AR41,dv)","v":643.39882807489369},{"$f":"(B41*12)/(Capacity!$G$36*dv)+((C41/0.9)-0.5*AU41)*(_xlfn.COT(RADIANS(AT41)))","v":117.51039010576261},"PASS"]
["Type3",{"$f":"VLOOKUP(A42,Capacity!$A$137:$C$162,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":121.54508203999946},{"$f":"VLOOKUP(A42,Capacity!$A$137:$C$162,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":103.24949140048287},{"$f":"'Load Rating Exterior Beam'!D102*'Calculation Summary'!H85","v":41.269599020906682},{"$f":"'Load Rating Exterior Beam'!D102*'Calculation Summary'!C120","v":55.256969607328102},0.74686685343369907,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},184.11305367876696,264.38853669785976,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51389043751567,294.50641223067043,-1.9841734032159073E-4,5.6391839038378775,28.305539308874433,84.682415239692887,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q42))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740534883047},327.22982058852335,4.262990005940992E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841734032159073E-4,327.22982058852335,"Sectional method governs",null,{"$f":"EPSILONS(B42,C42)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT42)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR42,dv)","v":643.39882807489369},{"$f":"(B42*12)/(Capacity!$G$36*dv)+((C42/0.9)-0.5*AU42)*(_xlfn.COT(RADIANS(AT42)))","v":69.788709707288461},"PASS"]
["Type3S2",{"$f":"VLOOKUP(A43,Capacity!$A$137:$C$162,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":127.94307357835044},{"$f":"VLOOKUP(A43,Capacity!$A$137:$C$162,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":111.81593334249227},{"$f":"'Load Rating Exterior Beam'!D103*'Calculation Summary'!H86","v":47.667590559257661},{"$f":"'Load Rating Exterior Beam'!D103*'Calculation Summary'!C121","v":63.823411549337514},0.74686685343369819,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},184.1131938753355,264.38867689442827,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51407815045019,294.50659994360495,-1.984168259273357E-4,5.6391813479108253,28.305541109254325,84.68237685788452,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q43))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54738709283893},327.22976395072345,1.876120461474784E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.984168259273357E-4,327.22976395072345,"Sectional method governs",null,{"$f":"EPSILONS(B43,C43)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT43)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR43,dv)","v":643.39882807489369},{"$f":"(B43*12)/(Capacity!$G$36*dv)+((C43/0.9)-0.5*AU43)*(_xlfn.COT(RADIANS(AT43)))","v":92.697414768146615},"PASS"]
["Type3_3",{"$f":"VLOOKUP(A44,Capacity!$A$137:$C$162,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":127.05281288403779},{"$f":"VLOOKUP(A44,Capacity!$A$137:$C$162,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":110.62393949483416},{"$f":"'Load Rating Exterior Beam'!D104*'Calculation Summary'!H87","v":46.777329864945024},{"$f":"'Load Rating Exterior Beam'!D104*'Calculation Summary'!C122","v":62.631417701679403},0.74686685343369985,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},184.11303478820213,264.38851780729487,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51386514443305,294.50638693758782,-1.9841740963337536E-4,5.6391842482351064,28.305539066283185,84.682420411432204,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q44))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740780872473},327.22982822015695,4.5846055343190528E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841740963337536E-4,327.22982822015695,"Sectional method governs",null,{"$f":"EPSILONS(B44,C44)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT44)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR44,dv)","v":643.39882807489369},{"$f":"(B44*12)/(Capacity!$G$36*dv)+((C44/0.9)-0.5*AU44)*(_xlfn.COT(RADIANS(AT44)))","v":89.509739456131214},"PASS"]
["PL60T",{"$f":"VLOOKUP(A45,Capacity!$A$137:$C$162,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":124.75924601714522},{"$f":"VLOOKUP(A45,Capacity!$A$137:$C$162,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":107.55302149071071},{"$f":"'Load Rating Exterior Beam'!D109*'Calculation Summary'!H89","v":44.483762998052448},{"$f":"'Load Rating Exterior Beam'!D109*'Calculation Summary'!C124","v":59.56049969755594},0.74686685343370007,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},184.11304264807291,264.38852566716571,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51387566822413,294.50639746137887,-1.984173807945514E-4,5.6391841049404059,28.30553916721907,84.682418259606436,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q45))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740678522694},327.22982504483338,4.4507897115408923E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.984173807945514E-4,327.22982504483338,"Sectional method governs",null,{"$f":"EPSILONS(B45,C45)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT45)))/MAIN!$D$119","v":249.86941129317154},{"$f":"As*fy+Aps*fpx(AR45,dv)","v":643.39882807489369},{"$f":"(B45*12)/(Capacity!$G$36*dv)+((C45/0.9)-0.5*AU45)*(_xlfn.COT(RADIANS(AT45)))","v":81.297373657263563},"PASS"]
["PL65T",{"$f":"VLOOKUP(A46,Capacity!$A$137:$C$162,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":137.03844110026333},{"$f":"VLOOKUP(A46,Capacity!$A$137:$C$162,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":123.99396411209628},{"$f":"'Load Rating Exterior Beam'!D110*'Calculation Summary'!H90","v":56.762958081170552},{"$f":"'Load Rating Exterior Beam'!D110*'Calculation Summary'!C125","v":76.001442318941514},0.74686685343369807,{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},184.11305263875221,264.38853565784495,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51388904501243,294.5064108381672,-1.9841734413783595E-4,5.6391839228000817,28.305539295517573,84.682415524444252,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q46))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$119","v":242.54740548427006},327.22982100871434,4.2806967570641064E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841734413783595E-4,327.22982100871434,"Sectional method governs",null,{"$f":"EPSILONS(B46,C46)","v":-3.8749022689805931E-4},6.7664499074487523,27.643784205856793,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT46)))/MAIN!$D$119","v":249.40502266341616},{"$f":"As*fy+Aps*fpx(AR46,dv)","v":643.39882807489369},{"$f":"(B46*12)/(Capacity!$G$36*dv)+((C46/0.9)-0.5*AU46)*(_xlfn.COT(RADIANS(AT46)))","v":125.6620557442528},"PASS"]
["Custom_Vehicle_1",{"$f":"VLOOKUP(A47,Capacity!$A$137:$C$162,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":114.34417990794384},{"$f":"VLOOKUP(A47,Capacity!$A$137:$C$162,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":111.20516285706235},{"$f":"IF(add_custom_vehicle = \"YES\",'Load Rating Exterior Beam'!D112*'Calculation Summary'!H92,0)","v":34.068696888851072},{"$f":"IF(add_custom_vehicle = \"YES\",'Load Rating Exterior Beam'!D112*'Calculation Summary'!C127,0)","v":63.21264106390759},{"$f":"IF(add_custom_vehicle = \"YES\",D47/E47,0)","v":0.53895385978902277},{"$f":"1.25*'Calculation Summary'!$G$15","v":47.932978191764981},{"$f":"1.5*'Calculation Summary'!$I$15","v":32.342504827327801},132.85959803838247,213.13508105747525,{"$f":"1.25*'Calculation Summary'!$G$51","v":28.419145275297616},{"$f":"1.5*'Calculation Summary'!$I$51","v":19.573376517857142},246.51386315405793,{"$f":"IF(add_custom_vehicle = \"YES\",SUM(K47:M47),\"N/A\")","v":294.50638494721267},-1.9841741508769099E-4,{"$f":"IF(add_custom_vehicle = \"YES\",4.8/(1+750*O47),\"N/A\")","v":5.6391842753365777},{"$f":"IF(add_custom_vehicle = \"YES\",29+3500*O47,\"N/A\")","v":28.305539047193083},{"$f":"IF(add_custom_vehicle = \"YES\",0.0316*P47*1*SQRT(fc_design)*(bw_single*2)*dv,\"N/A\")","v":84.682420818409184},{"$f":"IF(add_custom_vehicle=\"YES\",Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q47)))/MAIN!$D$119,\"N/A\")","v":242.54740800229976},{"$f":"IF(add_custom_vehicle = \"YES\",R47+S47,\"N/A\")","v":327.22982882070892},{"$f":"IF(add_custom_vehicle = \"YES\",0.9*T47-N47,\"N/A\")","v":4.6099142537059379E-4},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-1.9841741508769099E-4,327.22982882070892,"Sectional method governs",null,{"$f":"IF(add_custom_vehicle = \"YES\",EPSILONS(B47,C47), \"N/A\")","v":-4.0000000000000002E-4},{"$f":"IF(add_custom_vehicle = \"YES\",4.8/(1+750*AR47),\"N/A\")","v":6.8571428571428577},{"$f":"IF(add_custom_vehicle = \"YES\",29+3500*AR47,\"N/A\")","v":27.6},{"$f":"IF(add_custom_vehicle = \"YES\",Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT47)))/MAIN!$D$119,\"N/A\")","v":249.86941129317154},{"$f":"IF(add_custom_vehicle = \"YES\",As*fy+Aps*fpx(AR47,dv),\"N/A\")","v":643.39882807489369},{"$f":"IF(add_custom_vehicle = \"YES\",(B47*12)/(Capacity!$G$36*dv)+((C47/0.9)-0.5*AU47)*(_xlfn.COT(RADIANS(AT47))),\"N/A\")","v":81.405370290566594},{"$f":"IF(add_custom_vehicle = \"YES\",IF(AV47>AW47,\"PASS\",\"FAIL\"),\"N/A\")","v":"PASS"}]
[]
["Nominal Shear Resistance at Region 2 for Interior Beam due to "]
[null,null,null,null,null,null,null,null,null,"Sectional method",null,null,null,null,null,null,null,null,null,null,"Residual",null,"longitudinal reinforcement criteria",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adopted εs","Adopted Vn","Remark"]
["Vehicle type","Mu","Vu","MU_LL","VU_LL","MU_LL/VU_LL","Mu_DC","Mu_Dw","MU_LL","Mu","Vu_DC","Vu_Dw","VU_LL","Vu","εs","β","θ","Vc","Vs","Vn",null,null,"Mu_DC","Mu_Dw","MU_LL","Mu","Vu_DC","Vu_Dw","VU_LL","Vu","εs","β","θ","Vc","Vs","Vn","LHS","RHS","Residual",null,null,null,null,"εs","β","θ","Vs","LHS","RHS","Check"]
[null,"(kips-ft)","(kips)",null,null,null,null,null,null,"(kips-ft)",null,null,null,"(kips)",null,null,"(degrees)","(kips)","(kips)","(kips)",null,null,null,null,null,"(kips-ft)",null,null,null,"(kips)",null,null,"(degrees)","(kips)","(kips)","(kips)",null,null,null,null,"(kips)",null,null,null,null,"(degrees)","(kips)"]
["Inventory",{"$f":"VLOOKUP(A53,Capacity!$A$169:$C$194,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":136.60598922227632},{"$f":"VLOOKUP(A53,Capacity!$A$169:$C$194,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":124.08434782560188},{"$f":"'Load Rating Interior Beam'!D84*'Calculation Summary'!E67","v":61.653139222276337},{"$f":"'Load Rating Interior Beam'!D84*'Calculation Summary'!D102","v":75.23857959643523},{"$f":"D53/E53","v":0.8194351827609121},{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},120.02450644488623,{"$f":"SUM(G53:I53)","v":194.9773564448862},{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47223962301601,{"$f":"SUM(K53:M53)","v":195.31800785218266},-3.0840190433762028E-4,{"$f":"4.8/(1+750*O53)","v":6.2443201749321799},{"$f":"29+3500*O53","v":27.920593334818328},{"$f":"0.0316*P53*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769616838231201},{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q53))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007852731612},{"$f":"R53+S53","v":217.01969536554731},{"$f":"0.9*T53-N53","v":-2.8202319006709331E-4},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"O53","v":-3.0840190433762028E-4},{"$f":"T53","v":217.01969536554731},{"$f":"IF(AO53=0.25*fc_design*bw_single*2*dv,\"0.25f'c.bv.dv governs\",\"Sectional method governs\")","v":"Sectional method governs"},null,{"$f":"EPSILONS(B53,C53)","v":-3.8739000454340183E-4},{"$f":"4.8/(1+750*AR53)","v":6.765733004520472},{"$f":"29+3500*AR53","v":27.644134984098095},{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT53)))/MAIN!$D$120","v":124.70065383743946},{"$f":"As*fy+Aps*fpx(AR53,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B53*12)/(Capacity!$G$36*dv)+((C53/0.9)-0.5*AU53)*(_xlfn.COT(RADIANS(AT53)))","v":244.58090092386652},{"$f":"IF(AV53>AW53,\"PASS\",\"FAIL\")","v":"PASS"}]
["Operating",{"$f":"VLOOKUP(A54,Capacity!$A$169:$C$194,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":122.51384311432744},{"$f":"VLOOKUP(A54,Capacity!$A$169:$C$194,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":106.88695820355954},{"$f":"'Load Rating Interior Beam'!D85*'Calculation Summary'!E68","v":47.560993114327466},{"$f":"'Load Rating Interior Beam'!D85*'Calculation Summary'!D103","v":58.041189974392893},0.81943518276091221,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},120.02454705200763,{"$f":"SUM(G54:I54)","v":194.97739705200763},{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47228917802931,{"$f":"SUM(K54:M54)","v":195.31805740719597},-3.0840176868639712E-4,{"$f":"4.8/(1+750*O54)","v":6.2443193484870791},{"$f":"29+3500*O54","v":27.920593809597609},93.769604427682381,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q54))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007605885384},217.01968048653623,-3.449693133461551E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"O54","v":-3.0840176868639712E-4},{"$f":"T54","v":217.01968048653623},"Sectional method governs",null,{"$f":"EPSILONS(B54,C54)","v":-4.0000000000000002E-4},{"$f":"4.8/(1+750*AR54)","v":6.8571428571428577},{"$f":"29+3500*AR54","v":27.6},{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT54)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR54,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B54*12)/(Capacity!$G$36*dv)+((C54/0.9)-0.5*AU54)*(_xlfn.COT(RADIANS(AT54)))","v":197.72061012897365},{"$f":"IF(AV54>AW54,\"PASS\",\"FAIL\")","v":"PASS"}]
["Inventory_Tandem",{"$f":"VLOOKUP(A55,Capacity!$A$169:$C$194,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":123.51096270047169},{"$f":"VLOOKUP(A55,Capacity!$A$169:$C$194,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":108.10379585847286},{"$f":"'Load Rating Interior Beam'!D87*'Calculation Summary'!E70","v":48.55811270047171},{"$f":"'Load Rating Interior Beam'!D87*'Calculation Summary'!D105","v":59.258027629306213},0.81943518276091198,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},120.02454482911139,194.97739482911138,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47228646531175,195.31805469447841,-3.0840177611215277E-4,6.2443193937279444,27.920593783607465,93.769605107054744,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q55))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007619398122},217.01968130103597,-3.415235460124677E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840177611215277E-4,217.01968130103597,"Sectional method governs",null,{"$f":"EPSILONS(B55,C55)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT55)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR55,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B55*12)/(Capacity!$G$36*dv)+((C55/0.9)-0.5*AU55)*(_xlfn.COT(RADIANS(AT55)))","v":201.03961893257031},"PASS"]
["Operating_Tandem",{"$f":"VLOOKUP(A56,Capacity!$A$169:$C$194,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":112.41196551179245},{"$f":"VLOOKUP(A56,Capacity!$A$169:$C$194,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":94.559103828917159},{"$f":"'Load Rating Interior Beam'!D88*'Calculation Summary'!E71","v":37.459115511792461},{"$f":"'Load Rating Interior Beam'!D88*'Calculation Summary'!D106","v":45.713335599750508},0.81943518276091198,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},120.02456964735008,194.97741964735008,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47231675231822,195.31808498148487,-3.0840169320492253E-4,6.2443188886218426,27.92059407378277,93.769597521984736,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q56))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007468530804},217.01967220729279,-3.7999492136009394E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840169320492253E-4,217.01967220729279,"Sectional method governs",null,{"$f":"EPSILONS(B56,C56)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT56)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR56,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B56*12)/(Capacity!$G$36*dv)+((C56/0.9)-0.5*AU56)*(_xlfn.COT(RADIANS(AT56)))","v":164.09553530187139},"PASS"]
["2F1",{"$f":"VLOOKUP(A57,Capacity!$A$169:$C$194,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":98.574022242681053},{"$f":"VLOOKUP(A57,Capacity!$A$169:$C$194,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":77.671931346906575},{"$f":"'Load Rating Interior Beam'!D90*'Calculation Summary'!E73","v":23.621172242681077},{"$f":"'Load Rating Interior Beam'!D90*'Calculation Summary'!D108","v":28.826163117739927},0.81943518276091198,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},120.02460082295642,194.9774508229564,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47235479755597,195.31812302672262,-3.0840158906043111E-4,6.2443182541294302,27.920594438288489,93.76958799394825,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q57))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007279017774},217.01966078412599,-4.2832100922396421E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840158906043111E-4,217.01966078412599,"Sectional method governs",null,{"$f":"EPSILONS(B57,C57)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT57)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR57,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B57*12)/(Capacity!$G$36*dv)+((C57/0.9)-0.5*AU57)*(_xlfn.COT(RADIANS(AT57)))","v":118.03460522682255},"PASS"]
["3F1",{"$f":"VLOOKUP(A58,Capacity!$A$169:$C$194,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":110.09907771053864},{"$f":"VLOOKUP(A58,Capacity!$A$169:$C$194,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":91.736564780177488},{"$f":"'Load Rating Interior Beam'!D91*'Calculation Summary'!E74","v":35.146227710538653},{"$f":"'Load Rating Interior Beam'!D91*'Calculation Summary'!D109","v":42.890796551010837},0.81943518276091187,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},120.02457484000212,194.9774248400021,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47232308918558,195.31809131835223,-3.0840167585847122E-4,6.2443187829398941,27.920594134495349,93.769595934981581,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q58))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007436965249},217.01967030463408,-3.8804418156246356E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840167585847122E-4,217.01967030463408,"Sectional method governs",null,{"$f":"EPSILONS(B58,C58)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT58)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR58,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B58*12)/(Capacity!$G$36*dv)+((C58/0.9)-0.5*AU58)*(_xlfn.COT(RADIANS(AT58)))","v":156.39686497108704},"PASS"]
["5C1",{"$f":"VLOOKUP(A59,Capacity!$A$169:$C$194,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":116.25096542648964},{"$f":"VLOOKUP(A59,Capacity!$A$169:$C$194,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":99.244038031720748},{"$f":"'Load Rating Interior Beam'!D92*'Calculation Summary'!E75","v":41.298115426489659},{"$f":"'Load Rating Interior Beam'!D92*'Calculation Summary'!D110","v":50.39826980255409},0.81943518276091187,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},120.02456104434603,194.97741104434601,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47230625361837,195.31807448278502,-3.0840172194391646E-4,6.2443190637120045,27.920593973196294,93.769600151276151,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q59))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007520827506},217.01967535955123,-3.6665918889866589E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840172194391646E-4,217.01967535955123,"Sectional method governs",null,{"$f":"EPSILONS(B59,C59)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT59)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR59,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B59*12)/(Capacity!$G$36*dv)+((C59/0.9)-0.5*AU59)*(_xlfn.COT(RADIANS(AT59)))","v":176.87401713187685},"PASS"]
["SU4",{"$f":"VLOOKUP(A60,Capacity!$A$169:$C$194,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":115.29054413750151},{"$f":"VLOOKUP(A60,Capacity!$A$169:$C$194,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":98.071985245614826},{"$f":"'Load Rating Interior Beam'!D94*'Calculation Summary'!E77","v":40.337694137501529},{"$f":"'Load Rating Interior Beam'!D94*'Calculation Summary'!D112","v":49.226217016448174},0.8194351827609121,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},120.02456319474177,194.97741319474176,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47230887785975,195.3180771070264,-3.0840171476035467E-4,6.2443190199466931,27.920593998338759,93.769599494061865,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q60))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007507755488},217.01967457161675,-3.6999257130787555E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840171476035467E-4,217.01967457161675,"Sectional method governs",null,{"$f":"EPSILONS(B60,C60)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT60)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR60,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B60*12)/(Capacity!$G$36*dv)+((C60/0.9)-0.5*AU60)*(_xlfn.COT(RADIANS(AT60)))","v":173.67716215318814},"PASS"]
["SU5",{"$f":"VLOOKUP(A61,Capacity!$A$169:$C$194,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":120.06669325030737},{"$f":"VLOOKUP(A61,Capacity!$A$169:$C$194,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":103.90057207381719},{"$f":"'Load Rating Interior Beam'!D95*'Calculation Summary'!E78","v":45.113843250307376},{"$f":"'Load Rating Interior Beam'!D95*'Calculation Summary'!D113","v":55.054803844650536},0.8194351827609121,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},120.02455251310892,194.9774025131089,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47229584249945,195.3180640716661,-3.0840175044316863E-4,6.2443192373415677,27.920593873448908,93.769602758634065,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q61))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007572687952},217.01967848551357,-3.5343470389648246E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840175044316863E-4,217.01967848551357,"Sectional method governs",null,{"$f":"EPSILONS(B61,C61)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT61)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR61,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B61*12)/(Capacity!$G$36*dv)+((C61/0.9)-0.5*AU61)*(_xlfn.COT(RADIANS(AT61)))","v":189.57503556072112},"PASS"]
["SU6",{"$f":"VLOOKUP(A62,Capacity!$A$169:$C$194,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":123.24646643682212},{"$f":"VLOOKUP(A62,Capacity!$A$169:$C$194,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":107.78101710889756},{"$f":"'Load Rating Interior Beam'!D96*'Calculation Summary'!E79","v":48.293616436822134},{"$f":"'Load Rating Interior Beam'!D96*'Calculation Summary'!D114","v":58.935248879730906},0.8194351827609121,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},120.02454541862832,194.9773954186283,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47228718473036,195.31805541389701,-3.084017741428261E-4,6.2443193817299676,27.92059379050011,93.769604926883702,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q62))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007615814513},217.01968108502882,-3.4243737107431116E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.084017741428261E-4,217.01968108502882,"Sectional method governs",null,{"$f":"EPSILONS(B62,C62)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT62)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR62,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B62*12)/(Capacity!$G$36*dv)+((C62/0.9)-0.5*AU62)*(_xlfn.COT(RADIANS(AT62)))","v":200.15921758475804},"PASS"]
["SU7",{"$f":"VLOOKUP(A63,Capacity!$A$169:$C$194,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":126.28347429659539},{"$f":"VLOOKUP(A63,Capacity!$A$169:$C$194,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":111.48723808117842},{"$f":"'Load Rating Interior Beam'!D97*'Calculation Summary'!E80","v":51.33062429659541},{"$f":"'Load Rating Interior Beam'!D97*'Calculation Summary'!D115","v":62.641469852011774},0.81943518276091176,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},120.02453865526562,194.9773886552656,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47227893104196,195.31804716020861,-3.0840179673635959E-4,6.2443195193793954,27.92059371142274,93.769606993935639,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q63))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.2500765692825},217.01968356321814,-3.3195331226920644E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840179673635959E-4,217.01968356321814,"Sectional method governs",null,{"$f":"EPSILONS(B63,C63)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT63)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR63,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B63*12)/(Capacity!$G$36*dv)+((C63/0.9)-0.5*AU63)*(_xlfn.COT(RADIANS(AT63)))","v":210.26819143628722},"PASS"]
["EV2",{"$f":"VLOOKUP(A64,Capacity!$A$169:$C$194,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":113.5845208599513},{"$f":"VLOOKUP(A64,Capacity!$A$169:$C$194,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":95.990035003007307},{"$f":"'Load Rating Interior Beam'!D99*'Calculation Summary'!E82","v":38.631670859951313},{"$f":"'Load Rating Interior Beam'!D99*'Calculation Summary'!D117","v":47.144266773840663},0.81943518276091198,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},120.02456701760872,194.9774170176087,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47231354310605,195.31808177227271,-3.0840170198977477E-4,6.2443189421428933,27.920594043035788,93.76959832569888,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q64))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007484516705},217.01967317086593,-3.7591849337559324E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840170198977477E-4,217.01967317086593,"Sectional method governs",null,{"$f":"EPSILONS(B64,C64)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT64)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR64,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B64*12)/(Capacity!$G$36*dv)+((C64/0.9)-0.5*AU64)*(_xlfn.COT(RADIANS(AT64)))","v":167.99849897575967},"PASS"]
["EV3",{"$f":"VLOOKUP(A65,Capacity!$A$169:$C$194,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":123.43398578448569},{"$f":"VLOOKUP(A65,Capacity!$A$169:$C$194,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":108.00985686536467},{"$f":"'Load Rating Interior Beam'!D100*'Calculation Summary'!E83","v":48.481135784485708},{"$f":"'Load Rating Interior Beam'!D100*'Calculation Summary'!D118","v":59.164088636198009},0.81943518276091198,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},120.02454500067016,194.97739500067013,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47228667467397,195.31805490384062,-3.0840177553904751E-4,6.2443193902363419,27.920593785613335,93.769605054622076,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q65))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007618355234},217.01968123817443,-3.4178948362750816E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840177553904751E-4,217.01968123817443,"Sectional method governs",null,{"$f":"EPSILONS(B65,C65)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT65)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR65,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B65*12)/(Capacity!$G$36*dv)+((C65/0.9)-0.5*AU65)*(_xlfn.COT(RADIANS(AT65)))","v":200.78339383642191},"PASS"]
["Type3",{"$f":"VLOOKUP(A66,Capacity!$A$169:$C$194,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":111.65651763862749},{"$f":"VLOOKUP(A66,Capacity!$A$169:$C$194,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":93.637190919808688},{"$f":"'Load Rating Interior Beam'!D102*'Calculation Summary'!E85","v":36.703667638627515},{"$f":"'Load Rating Interior Beam'!D102*'Calculation Summary'!D120","v":44.791422690642037},0.81943518276091187,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},120.024571342608,194.97742134260798,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47231882113095,195.31808705029761,-3.0840168754178374E-4,6.2443188541195953,27.920594093603757,93.769597003871894,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q66))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007458225518},217.01967158612706,-3.8262278323486498E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840168754178374E-4,217.01967158612706,"Sectional method governs",null,{"$f":"EPSILONS(B66,C66)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT66)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR66,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B66*12)/(Capacity!$G$36*dv)+((C66/0.9)-0.5*AU66)*(_xlfn.COT(RADIANS(AT66)))","v":161.58095412571734},"PASS"]
["Type3S2",{"$f":"VLOOKUP(A67,Capacity!$A$169:$C$194,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":117.36713070828665},{"$f":"VLOOKUP(A67,Capacity!$A$169:$C$194,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":100.60615343178978},{"$f":"'Load Rating Interior Beam'!D103*'Calculation Summary'!E86","v":42.414280708286675},{"$f":"'Load Rating Interior Beam'!D103*'Calculation Summary'!D121","v":51.760385202623119},0.81943518276091187,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},120.02455854679393,194.97740854679392,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47230320572373,195.31807143489038,-3.0840173028718069E-4,6.2443191145427175,27.920593943994866,93.769600914590058,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q67))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007536009849},217.01967627468855,-3.6278767069575224E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840173028718069E-4,217.01967627468855,"Sectional method governs",null,{"$f":"EPSILONS(B67,C67)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT67)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR67,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B67*12)/(Capacity!$G$36*dv)+((C67/0.9)-0.5*AU67)*(_xlfn.COT(RADIANS(AT67)))","v":180.58928102602857},"PASS"]
["Type3_3",{"$f":"VLOOKUP(A68,Capacity!$A$169:$C$194,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":116.58841074424222},{"$f":"VLOOKUP(A68,Capacity!$A$169:$C$194,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":99.655840361974157},{"$f":"'Load Rating Interior Beam'!D104*'Calculation Summary'!E87","v":41.635560744242241},{"$f":"'Load Rating Interior Beam'!D104*'Calculation Summary'!D122","v":50.810072132807512},0.81943518276091187,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},120.02456028909573,194.9774102890957,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47230533194659,195.31807356111324,-3.0840172446688793E-4,6.2443190790830192,27.920593964365892,93.76960038209937,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q68))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.2500752541859},217.01967563628529,-3.6548845648098904E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840172446688793E-4,217.01967563628529,"Sectional method governs",null,{"$f":"EPSILONS(B68,C68)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT68)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR68,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B68*12)/(Capacity!$G$36*dv)+((C68/0.9)-0.5*AU68)*(_xlfn.COT(RADIANS(AT68)))","v":177.99723644871338},"PASS"]
["PL60T",{"$f":"VLOOKUP(A69,Capacity!$A$169:$C$194,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":114.54872975239431},{"$f":"VLOOKUP(A69,Capacity!$A$169:$C$194,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":97.166710001503617},{"$f":"'Load Rating Interior Beam'!D109*'Calculation Summary'!E89","v":39.595879752394332},{"$f":"'Load Rating Interior Beam'!D109*'Calculation Summary'!D124","v":48.320941772336965},0.8194351827609121,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},120.02456485652259,194.97741485652256,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47231090581857,195.31807913498523,-3.0840170920904862E-4,6.2443189861257773,27.92059401776833,93.769598986180412,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q69))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007497653708},217.01967396271749,-3.7256853948974822E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840170920904862E-4,217.01967396271749,"Sectional method governs",null,{"$f":"EPSILONS(B69,C69)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT69)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR69,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B69*12)/(Capacity!$G$36*dv)+((C69/0.9)-0.5*AU69)*(_xlfn.COT(RADIANS(AT69)))","v":171.20796135820018},"PASS"]
["PL65T",{"$f":"VLOOKUP(A70,Capacity!$A$169:$C$194,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":125.46768925432113},{"$f":"VLOOKUP(A70,Capacity!$A$169:$C$194,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":110.49169254025392},{"$f":"'Load Rating Interior Beam'!D110*'Calculation Summary'!E90","v":50.514839254321139},{"$f":"'Load Rating Interior Beam'!D110*'Calculation Summary'!D125","v":61.645924311087263},0.81943518276091198,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},120.02454047079834,194.97739047079833,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47228114663233,195.31804937579898,-3.0840179067143282E-4,6.2443194824292778,27.920593732649984,93.769606439063637,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q70))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007645891826},217.01968289798191,-3.3476761524298126E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840179067143282E-4,217.01968289798191,"Sectional method governs",null,{"$f":"EPSILONS(B70,C70)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT70)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR70,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B70*12)/(Capacity!$G$36*dv)+((C70/0.9)-0.5*AU70)*(_xlfn.COT(RADIANS(AT70)))","v":207.55277216785146},"PASS"]
["Custom_Vehicle_1",{"$f":"VLOOKUP(A71,Capacity!$A$169:$C$194,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":103.06791177997417},{"$f":"VLOOKUP(A71,Capacity!$A$169:$C$194,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":99.14174722283623},{"$f":"IF(add_custom_vehicle = \"YES\",'Load Rating Interior Beam'!D112*'Calculation Summary'!E92,0)","v":28.115061779974187},{"$f":"IF(add_custom_vehicle = \"YES\",'Load Rating Interior Beam'!D112*'Calculation Summary'!D127,0)","v":50.295978993669578},{"$f":"IF(add_custom_vehicle = \"YES\",D71/E71,0)","v":0.55899223640746398},{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},81.876882172461677,156.82973217246166,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47230648258858,{"$f":"IF(add_custom_vehicle = \"YES\",SUM(K71:M71),\"N/A\")","v":195.31807471175523},-3.0840172131713659E-4,{"$f":"IF(add_custom_vehicle = \"YES\",4.8/(1+750*O71),\"N/A\")","v":6.2443190598933951},{"$f":"IF(add_custom_vehicle = \"YES\",29+3500*O71,\"N/A\")","v":27.920593975390023},{"$f":"IF(add_custom_vehicle = \"YES\",0.0316*P71*1*SQRT(fc_design)*(bw_single*2)*dv,\"N/A\")","v":93.769600093932894},{"$f":"IF(add_custom_vehicle=\"YES\",Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q71)))/MAIN!$D$120,\"N/A\")","v":123.25007519686947},{"$f":"IF(add_custom_vehicle = \"YES\",R71+S71,\"N/A\")","v":217.01967529080235},{"$f":"IF(add_custom_vehicle = \"YES\",0.9*T71-N71,\"N/A\")","v":-3.6695003311137953E-4},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840172131713659E-4,217.01967529080235,"Sectional method governs",null,{"$f":"IF(add_custom_vehicle = \"YES\",EPSILONS(B71,C71), \"N/A\")","v":-4.0000000000000002E-4},{"$f":"IF(add_custom_vehicle = \"YES\",4.8/(1+750*AR71),\"N/A\")","v":6.8571428571428577},{"$f":"IF(add_custom_vehicle = \"YES\",29+3500*AR71,\"N/A\")","v":27.6},{"$f":"IF(add_custom_vehicle = \"YES\",Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT71)))/MAIN!$D$120,\"N/A\")","v":124.93470564658577},{"$f":"IF(add_custom_vehicle = \"YES\",As*fy+Aps*fpx(AR71,'Calculation Summary'!$C$16*12),\"N/A\")","v":688.77647547397396},{"$f":"IF(add_custom_vehicle = \"YES\",(B71*12)/(Capacity!$G$36*dv)+((C71/0.9)-0.5*AU71)*(_xlfn.COT(RADIANS(AT71))),\"N/A\")","v":166.96827899783716},{"$f":"IF(add_custom_vehicle = \"YES\",IF(AV71>AW71,\"PASS\",\"FAIL\"),\"N/A\")","v":"PASS"}]
[]
["Nominal Shear Resistance at Region 2 for Exterior Beam due to "]
[null,null,null,null,null,null,null,null,null,"Sectional method",null,null,null,null,null,null,null,null,null,null,"Residual",null,"longitudinal reinforcement criteria",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Adopted εs","Adopted Vn","Remark"]
["Vehicle type","Mu","Vu","MU_LL","VU_LL","MU_LL/VU_LL","Mu_DC","Mu_Dw","MU_LL","Mu","Vu_DC","Vu_Dw","VU_LL","Vu","εs","β","θ","Vc","Vs","Vn",null,null,"Mu_DC","Mu_Dw","MU_LL","Mu","Vu_DC","Vu_Dw","VU_LL","Vu","εs","β","θ","Vc","Vs","Vn","LHS","RHS","Residual",null,null,null,null,"εs","β","θ","Vs","LHS","RHS","Check"]
[null,"(kips-ft)","(kips)",null,null,null,null,null,null,"(kips-ft)",null,null,null,"(kips)",null,null,"(degrees)","(kips)","(kips)","(kips)",null,null,null,null,null,"(kips-ft)",null,null,null,"(kips)",null,null,"(degrees)","(kips)","(kips)","(kips)",null,null,null,null,"(kips)",null,null,null,null,"(degrees)","(kips)"]
["Inventory",{"$f":"VLOOKUP(A77,Capacity!$A$200:$C$226,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":139.63726856737156},{"$f":"VLOOKUP(A77,Capacity!$A$200:$C$226,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":141.84593871523202},{"$f":"'Load Rating Interior Beam'!D84*'Calculation Summary'!I67","v":64.684418567371594},{"$f":"'Load Rating Interior Beam'!D84*'Calculation Summary'!E102","v":93.000170486065358},{"$f":"D77/E77","v":0.69553010741054022},{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},101.87581327018793,{"$f":"SUM(G77:I77)","v":176.82866327018792},{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47218313736519,{"$f":"SUM(K77:M77)","v":195.31795136653184},-3.0840205896070746E-4,{"$f":"4.8/(1+750*O77)","v":6.244321116962233},{"$f":"29+3500*O77","v":27.920592793637525},{"$f":"0.0316*P77*1*SQRT(fc_design)*(bw_single*2)*dv","v":93.769630984494484},{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q77))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25008134101192},{"$f":"R77+S77","v":217.01971232550642},{"$f":"0.9*T77-N77","v":-2.1027357607295016E-4},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"O77","v":-3.0840205896070746E-4},{"$f":"T77","v":217.01971232550642},{"$f":"IF(AO77=0.25*fc_design*bw_single*2*dv,\"0.25f'c.bv.dv governs\",\"Sectional method governs\")","v":"Sectional method governs"},null,{"$f":"EPSILONS(B77,C77)","v":-3.6769499100193097E-4},{"$f":"4.8/(1+750*AR77)","v":6.627740137729071},{"$f":"29+3500*AR77","v":27.713067531493241},{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT77)))/MAIN!$D$120","v":124.33647235159822},{"$f":"As*fy+Aps*fpx(AR77,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B77*12)/(Capacity!$G$36*dv)+((C77/0.9)-0.5*AU77)*(_xlfn.COT(RADIANS(AT77)))","v":284.30316577111529},{"$f":"IF(AV77>AW77,\"PASS\",\"FAIL\")","v":"PASS"}]
["Operating",{"$f":"VLOOKUP(A78,Capacity!$A$200:$C$226,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":124.85225860911521},{"$f":"VLOOKUP(A78,Capacity!$A$200:$C$226,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":120.58875688984565},{"$f":"'Load Rating Interior Beam'!D85*'Calculation Summary'!I68","v":49.899408609115234},{"$f":"'Load Rating Interior Beam'!D85*'Calculation Summary'!E103","v":71.742988660679003},0.69553010741054022,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},101.87586035440444,{"$f":"SUM(G78:I78)","v":176.82871035440442},{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47225083280497,{"$f":"SUM(K78:M78)","v":195.31801906197163},-3.0840187365209335E-4,{"$f":"4.8/(1+750*O78)","v":6.2443199879828448},{"$f":"29+3500*O78","v":27.920593442217672},93.76961403085312,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q78))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007796892776},217.01969199978089,-2.9626216883116285E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"O78","v":-3.0840187365209335E-4},{"$f":"T78","v":217.01969199978089},"Sectional method governs",null,{"$f":"EPSILONS(B78,C78)","v":-3.9126610501452331E-4},{"$f":"4.8/(1+750*AR78)","v":6.7935703606007847},{"$f":"29+3500*AR78","v":27.630568632449169},{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT78)))/MAIN!$D$120","v":124.77252409671746},{"$f":"As*fy+Aps*fpx(AR78,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B78*12)/(Capacity!$G$36*dv)+((C78/0.9)-0.5*AU78)*(_xlfn.COT(RADIANS(AT78)))","v":228.53769880285563},{"$f":"IF(AV78>AW78,\"PASS\",\"FAIL\")","v":"PASS"}]
["Inventory_Tandem",{"$f":"VLOOKUP(A79,Capacity!$A$200:$C$226,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":125.89840324157822},{"$f":"VLOOKUP(A79,Capacity!$A$200:$C$226,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":122.09285372378115},{"$f":"'Load Rating Interior Beam'!D87*'Calculation Summary'!I70","v":50.945553241578239},{"$f":"'Load Rating Interior Beam'!D87*'Calculation Summary'!E105","v":73.247085494614495},0.69553010741054022,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},101.87585699693967,176.82870699693967,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47224600560236,195.31801423476901,-3.0840188686601328E-4,6.2443200684876867,27.920593395968954,93.769615239777082,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q79))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.2500782093831},217.01969344916017,-2.9013052485993285E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840188686601328E-4,217.01969344916017,"Sectional method governs",null,{"$f":"EPSILONS(B79,C79)","v":-3.8959828101744326E-4},6.7815643641662371,27.636406016438947,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT79)))/MAIN!$D$120","v":124.7415915072428},{"$f":"As*fy+Aps*fpx(AR79,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B79*12)/(Capacity!$G$36*dv)+((C79/0.9)-0.5*AU79)*(_xlfn.COT(RADIANS(AT79)))","v":232.49395276409058},"PASS"]
["Operating_Tandem",{"$f":"VLOOKUP(A80,Capacity!$A$200:$C$226,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":114.2537053577889},{"$f":"VLOOKUP(A80,Capacity!$A$200:$C$226,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":105.35066275358355},{"$f":"'Load Rating Interior Beam'!D88*'Calculation Summary'!I71","v":39.300855357788926},{"$f":"'Load Rating Interior Beam'!D88*'Calculation Summary'!E106","v":56.504894524416898},0.69553010741054011,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},101.87588940838553,176.8287394083855,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47229260523267,195.31806083439932,-3.0840175930481784E-4,6.2443192913305055,27.920593842433139,93.769603569374368,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q80))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007588813605},217.01967945751042,-3.4932263994846835E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840175930481784E-4,217.01967945751042,"Sectional method governs",null,{"$f":"EPSILONS(B80,C80)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT80)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR80,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B80*12)/(Capacity!$G$36*dv)+((C80/0.9)-0.5*AU80)*(_xlfn.COT(RADIANS(AT80)))","v":188.384987507267},"PASS"]
["2F1",{"$f":"VLOOKUP(A81,Capacity!$A$200:$C$226,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":99.735396544612883},{"$f":"VLOOKUP(A81,Capacity!$A$200:$C$226,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":84.476931108482347},{"$f":"'Load Rating Interior Beam'!D90*'Calculation Summary'!I73","v":24.782546544612895},{"$f":"'Load Rating Interior Beam'!D90*'Calculation Summary'!E108","v":35.631162879315688},0.69553010741054022,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},101.87592197526052,176.82877197526051,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47233942833151,195.31810765749816,-3.0840163113192518E-4,6.2443185104467993,27.920594291038263,93.769591843011227,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q81))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007355575794},217.01966539876918,-4.0879860588916017E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840163113192518E-4,217.01966539876918,"Sectional method governs",null,{"$f":"EPSILONS(B81,C81)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT81)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR81,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B81*12)/(Capacity!$G$36*dv)+((C81/0.9)-0.5*AU81)*(_xlfn.COT(RADIANS(AT81)))","v":133.35117974773991},"PASS"]
["3F1",{"$f":"VLOOKUP(A82,Capacity!$A$200:$C$226,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":111.82710057297345},{"$f":"VLOOKUP(A82,Capacity!$A$200:$C$226,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":101.86180618366495},{"$f":"'Load Rating Interior Beam'!D91*'Calculation Summary'!I74","v":36.874250572973473},{"$f":"'Load Rating Interior Beam'!D91*'Calculation Summary'!E109","v":53.016037954498302},0.69553010741054011,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},101.87589482839159,176.82874482839156,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47230039785876,195.31806862702541,-3.0840173797339125E-4,6.2443191613703801,27.920593917093129,93.769601617791025,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q82))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007549996543},217.01967711775646,-3.5922104459018556E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840173797339125E-4,217.01967711775646,"Sectional method governs",null,{"$f":"EPSILONS(B82,C82)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT82)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR82,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B82*12)/(Capacity!$G$36*dv)+((C82/0.9)-0.5*AU82)*(_xlfn.COT(RADIANS(AT82)))","v":179.18658134616624},"PASS"]
["5C1",{"$f":"VLOOKUP(A83,Capacity!$A$200:$C$226,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":118.28145610162539},{"$f":"VLOOKUP(A83,Capacity!$A$200:$C$226,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":111.1415705819043},{"$f":"'Load Rating Interior Beam'!D92*'Calculation Summary'!I75","v":43.328606101625411},{"$f":"'Load Rating Interior Beam'!D92*'Calculation Summary'!E110","v":62.295802352737653},0.69553010741054033,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},101.87588043254952,176.82873043254949,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.4722797002039,195.31804792937055,-3.0840179463086629E-4,6.2443195065518324,27.920593718791967,93.769606801306878,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q83))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007653096857},217.01968333227546,-3.3293032262804445E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840179463086629E-4,217.01968333227546,"Sectional method governs",null,{"$f":"EPSILONS(B83,C83)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT83)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR83,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B83*12)/(Capacity!$G$36*dv)+((C83/0.9)-0.5*AU83)*(_xlfn.COT(RADIANS(AT83)))","v":203.65277544262352},"PASS"]
["SU4",{"$f":"VLOOKUP(A84,Capacity!$A$200:$C$226,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":117.27381409926201},{"$f":"VLOOKUP(A84,Capacity!$A$200:$C$226,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":109.69283099230576},{"$f":"'Load Rating Interior Beam'!D94*'Calculation Summary'!I77","v":42.320964099262021},{"$f":"'Load Rating Interior Beam'!D94*'Calculation Summary'!E112","v":60.847062763139107},0.69553010741054011,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},101.87588267568924,176.82873267568922,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.4722829252832,195.31805115444985,-3.0840178580257837E-4,6.2443194527661428,27.920593749690976,93.769605993618711,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q84))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007637031911},217.01968236393782,-3.370269058109443E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840178580257837E-4,217.01968236393782,"Sectional method governs",null,{"$f":"EPSILONS(B84,C84)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT84)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR84,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B84*12)/(Capacity!$G$36*dv)+((C84/0.9)-0.5*AU84)*(_xlfn.COT(RADIANS(AT84)))","v":199.83315864275465},"PASS"]
["SU5",{"$f":"VLOOKUP(A85,Capacity!$A$200:$C$226,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":122.28479054344749},{"$f":"VLOOKUP(A85,Capacity!$A$200:$C$226,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":116.89737381625531},{"$f":"'Load Rating Interior Beam'!D95*'Calculation Summary'!I78","v":47.331940543447494},{"$f":"'Load Rating Interior Beam'!D95*'Calculation Summary'!E113","v":68.051605587088659},0.69553010741054022,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},101.87586861142137,176.82871861142135,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47226270434993,195.31803093351658,-3.0840184115508577E-4,6.244319789997208,27.9205935559572,93.769611057745294,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q85))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007737757562},217.01968843532092,-3.1134172775182378E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840184115508577E-4,217.01968843532092,"Sectional method governs",null,{"$f":"EPSILONS(B85,C85)","v":-3.9535931040771604E-4},6.8232166814576374,27.616242413572994,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT85)))/MAIN!$D$120","v":124.84849050926768},{"$f":"As*fy+Aps*fpx(AR85,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B85*12)/(Capacity!$G$36*dv)+((C85/0.9)-0.5*AU85)*(_xlfn.COT(RADIANS(AT85)))","v":218.82141716205768},"PASS"]
["SU6",{"$f":"VLOOKUP(A86,Capacity!$A$200:$C$226,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":125.62090257829921},{"$f":"VLOOKUP(A86,Capacity!$A$200:$C$226,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":121.6938765115478},{"$f":"'Load Rating Interior Beam'!D96*'Calculation Summary'!I79","v":50.668052578299225},{"$f":"'Load Rating Interior Beam'!D96*'Calculation Summary'!E114","v":72.848108282381148},0.69553010741054022,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},101.87585788715108,176.82870788715107,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47224728550583,195.31801551467248,-3.0840188336242257E-4,6.2443200471423159,27.920593408231522,93.769614919238222,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q86))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007814562781},217.01969306486603,-2.9175629305200346E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840188336242257E-4,217.01969306486603,"Sectional method governs",null,{"$f":"EPSILONS(B86,C86)","v":-3.9004068854988239E-4},6.7847449414483982,27.634857590075413,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT86)))/MAIN!$D$120","v":124.74979552277455},{"$f":"As*fy+Aps*fpx(AR86,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B86*12)/(Capacity!$G$36*dv)+((C86/0.9)-0.5*AU86)*(_xlfn.COT(RADIANS(AT86)))","v":231.44467105724442},"PASS"]
["SU7",{"$f":"VLOOKUP(A87,Capacity!$A$200:$C$226,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":128.80722999117799},{"$f":"VLOOKUP(A87,Capacity!$A$200:$C$226,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":126.27502602460268},{"$f":"'Load Rating Interior Beam'!D97*'Calculation Summary'!I80","v":53.854379991178014},{"$f":"'Load Rating Interior Beam'!D97*'Calculation Summary'!E115","v":77.42925779543603},0.69553010741054,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},101.87584768244079,176.82869768244078,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47223261366037,195.31800084282702,-3.0840192352493771E-4,6.2443202918295171,27.920593267662717,93.769618593653433,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q87))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007887647017},217.01969747012362,-2.7311971575727512E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840192352493771E-4,217.01969747012362,"Sectional method governs",null,{"$f":"EPSILONS(B87,C87)","v":-3.8496086195913509E-4},6.7484033891518962,27.652636983143026,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT87)))/MAIN!$D$120","v":124.65564603661032},{"$f":"As*fy+Aps*fpx(AR87,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B87*12)/(Capacity!$G$36*dv)+((C87/0.9)-0.5*AU87)*(_xlfn.COT(RADIANS(AT87)))","v":243.48601682051094},"PASS"]
["EV2",{"$f":"VLOOKUP(A88,Capacity!$A$200:$C$226,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":115.48391134389891},{"$f":"VLOOKUP(A88,Capacity!$A$200:$C$226,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":107.11939421898344},{"$f":"'Load Rating Interior Beam'!D99*'Calculation Summary'!I82","v":40.531061343898926},{"$f":"'Load Rating Interior Beam'!D99*'Calculation Summary'!E117","v":58.273625989816786},0.69553010741054033,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},101.87588666417003,176.82873666417001,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47228865973051,195.31805688889716,-3.0840177010518104E-4,6.244319357130915,27.920593804631867,93.76960455748501,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q88))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.2500760846716},217.01968064215663,-3.4431095619424923E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840177010518104E-4,217.01968064215663,"Sectional method governs",null,{"$f":"EPSILONS(B88,C88)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT88)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR88,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B88*12)/(Capacity!$G$36*dv)+((C88/0.9)-0.5*AU88)*(_xlfn.COT(RADIANS(AT88)))","v":193.04826617253093},"PASS"]
["EV3",{"$f":"VLOOKUP(A89,Capacity!$A$200:$C$226,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":125.81764162722291},{"$f":"VLOOKUP(A89,Capacity!$A$200:$C$226,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":121.97673852834268},{"$f":"'Load Rating Interior Beam'!D100*'Calculation Summary'!I83","v":50.864791627222928},{"$f":"'Load Rating Interior Beam'!D100*'Calculation Summary'!E118","v":73.130970299176028},0.69553010741054022,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},101.87585725599075,176.82870725599074,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47224637805363,195.31801460722028,-3.0840188584647016E-4,6.244320062276195,27.920593399537353,93.769615146500428,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q89))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007819083034},217.01969333733075,-2.9060362260224792E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840188584647016E-4,217.01969333733075,"Sectional method governs",null,{"$f":"EPSILONS(B89,C89)","v":-3.8972703583229859E-4},6.7824897067232444,27.635955374586956,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT89)))/MAIN!$D$120","v":124.74397905214022},{"$f":"As*fy+Aps*fpx(AR89,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B89*12)/(Capacity!$G$36*dv)+((C89/0.9)-0.5*AU89)*(_xlfn.COT(RADIANS(AT89)))","v":232.18858963527128},"PASS"]
["Type3",{"$f":"VLOOKUP(A90,Capacity!$A$200:$C$226,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":113.46111463086002},{"$f":"VLOOKUP(A90,Capacity!$A$200:$C$226,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":104.21111362625717},{"$f":"'Load Rating Interior Beam'!D102*'Calculation Summary'!I85","v":38.50826463086004},{"$f":"'Load Rating Interior Beam'!D102*'Calculation Summary'!E120","v":55.365345397090529},0.69553010741054033,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},101.87589117767637,176.82874117767636,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47229514903455,195.3180633782012,-3.0840175234144986E-4,6.244319248906705,27.920593866804925,93.769602932305261,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q90))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007576142279},217.01967869372805,-3.5255384594279349E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840175234144986E-4,217.01967869372805,"Sectional method governs",null,{"$f":"EPSILONS(B90,C90)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT90)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR90,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B90*12)/(Capacity!$G$36*dv)+((C90/0.9)-0.5*AU90)*(_xlfn.COT(RADIANS(AT90)))","v":185.38055453514272},"PASS"]
["Type3S2",{"$f":"VLOOKUP(A91,Capacity!$A$200:$C$226,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":119.45249950977743},{"$f":"VLOOKUP(A91,Capacity!$A$200:$C$226,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":112.82524091576208},{"$f":"'Load Rating Interior Beam'!D103*'Calculation Summary'!I86","v":44.499649509777441},{"$f":"'Load Rating Interior Beam'!D103*'Calculation Summary'!E121","v":63.979472686595429},0.69553010741054022,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},101.87587774844935,176.82872774844935,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47227584113278,195.31804407029944,-3.0840180519463469E-4,6.244319570910811,27.920593681818779,93.769607767771845,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q91))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007672319879},217.01968449097063,-3.2802842585510916E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840180519463469E-4,217.01968449097063,"Sectional method governs",null,{"$f":"EPSILONS(B91,C91)","v":-3.998747118217137E-4},6.8562224961145031,27.600438508624002,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT91)))/MAIN!$D$120","v":124.93237680384362},{"$f":"As*fy+Aps*fpx(AR91,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B91*12)/(Capacity!$G$36*dv)+((C91/0.9)-0.5*AU91)*(_xlfn.COT(RADIANS(AT91)))","v":208.09177430643609},"PASS"]
["Type3_3",{"$f":"VLOOKUP(A92,Capacity!$A$200:$C$226,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":118.63549248083413},{"$f":"VLOOKUP(A92,Capacity!$A$200:$C$226,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":111.65058719446594},{"$f":"'Load Rating Interior Beam'!D104*'Calculation Summary'!I87","v":43.682642480834154},{"$f":"'Load Rating Interior Beam'!D104*'Calculation Summary'!E122","v":62.804818965299297},0.69553010741054022,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},101.87587964479705,176.82872964479702,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.472278567611,195.31804679677765,-3.0840179773121044E-4,6.2443195254404502,27.920593707940764,93.769607084953194,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q92))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007658738592},217.01968367233911,-3.3149167245483113E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840179773121044E-4,217.01968367233911,"Sectional method governs",null,{"$f":"EPSILONS(B92,C92)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT92)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR92,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B92*12)/(Capacity!$G$36*dv)+((C92/0.9)-0.5*AU92)*(_xlfn.COT(RADIANS(AT92)))","v":204.99480296690172},"PASS"]
["PL60T",{"$f":"VLOOKUP(A93,Capacity!$A$200:$C$226,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":116.49552717355371},{"$f":"VLOOKUP(A93,Capacity!$A$200:$C$226,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":108.57384718784348},{"$f":"'Load Rating Interior Beam'!D109*'Calculation Summary'!I89","v":41.54267717355372},{"$f":"'Load Rating Interior Beam'!D109*'Calculation Summary'!E124","v":59.728078958676825},0.69553010741054022,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},101.87588440934543,176.82873440934543,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47228541785131,195.31805364701796,-3.084017789794566E-4,6.2443194111967797,27.920593773571902,93.769605369380486,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q93))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.2500762461579},217.01968161553839,-3.4019303339505313E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.084017789794566E-4,217.01968161553839,"Sectional method governs",null,{"$f":"EPSILONS(B93,C93)","v":-4.0000000000000002E-4},6.8571428571428577,27.6,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT93)))/MAIN!$D$120","v":124.93470564658577},{"$f":"As*fy+Aps*fpx(AR93,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B93*12)/(Capacity!$G$36*dv)+((C93/0.9)-0.5*AU93)*(_xlfn.COT(RADIANS(AT93)))","v":196.88294635547282},"PASS"]
["PL65T",{"$f":"VLOOKUP(A94,Capacity!$A$200:$C$226,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":127.95133551765858},{"$f":"VLOOKUP(A94,Capacity!$A$200:$C$226,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":125.04446179107737},{"$f":"'Load Rating Interior Beam'!D110*'Calculation Summary'!I90","v":52.998485517658601},{"$f":"'Load Rating Interior Beam'!D110*'Calculation Summary'!E125","v":76.198693561910716},0.69553010741054022,{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},101.8758504199468,176.82870041994678,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47223654951583,195.31800477868248,-3.0840191275097894E-4,6.2443202261899557,27.920593305371575,93.769617607958224,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q94))+_xlfn.COT(RADIANS(90))*SIN(RADIANS(90)))/MAIN!$D$120","v":123.25007868041507},217.0196962883733,-2.7811914651465486E-4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840191275097894E-4,217.0196962883733,"Sectional method governs",null,{"$f":"EPSILONS(B94,C94)","v":-3.863253782005873E-4},6.7581269674792592,27.647861176297944,{"$f":"Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT94)))/MAIN!$D$120","v":124.68092501830874},{"$f":"As*fy+Aps*fpx(AR94,'Calculation Summary'!$C$16*12)","v":688.77647547397396},{"$f":"(B94*12)/(Capacity!$G$36*dv)+((C94/0.9)-0.5*AU94)*(_xlfn.COT(RADIANS(AT94)))","v":240.25298644517355},"PASS"]
["Custom_Vehicle_1",{"$f":"VLOOKUP(A95,Capacity!$A$200:$C$226,MATCH($B$27,$A$27:$C$27,0),FALSE)","v":106.79706233551241},{"$f":"VLOOKUP(A95,Capacity!$A$200:$C$226,MATCH($C$27,$A$27:$C$27,0),FALSE)","v":112.29205006388943},{"$f":"IF(add_custom_vehicle = \"YES\",'Load Rating Interior Beam'!D112*'Calculation Summary'!I92,0)","v":31.844212335512427},{"$f":"IF(add_custom_vehicle = \"YES\",'Load Rating Interior Beam'!D112*'Calculation Summary'!E127,0)","v":63.446281834722775},{"$f":"IF(add_custom_vehicle = \"YES\",D95/E95,0)","v":0.50190825080130674},{"$f":"1.25*'Calculation Summary'!$G$16","v":44.781249999999993},{"$f":"1.5*'Calculation Summary'!$I$16","v":30.171599999999998},73.515644410582581,148.46849441058257,{"$f":"1.25*'Calculation Summary'!$G$52","v":29.202799479166657},{"$f":"1.5*'Calculation Summary'!$I$52","v":19.642968749999998},146.47227714071917,{"$f":"IF(add_custom_vehicle = \"YES\",SUM(K95:M95),\"N/A\")","v":195.31804536988582},-3.0840180163716472E-4,{"$f":"IF(add_custom_vehicle = \"YES\",4.8/(1+750*O95),\"N/A\")","v":6.2443195492371872},{"$f":"IF(add_custom_vehicle = \"YES\",29+3500*O95,\"N/A\")","v":27.920593694269925},{"$f":"IF(add_custom_vehicle = \"YES\",0.0316*P95*1*SQRT(fc_design)*(bw_single*2)*dv,\"N/A\")","v":93.769607442303695},{"$f":"IF(add_custom_vehicle=\"YES\",Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(Q95)))/MAIN!$D$120,\"N/A\")","v":123.25007665846306},{"$f":"IF(add_custom_vehicle = \"YES\",R95+S95,\"N/A\")","v":217.01968410076677},{"$f":"IF(add_custom_vehicle = \"YES\",0.9*T95-N95,\"N/A\")","v":-3.29679195715471E-4},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,-3.0840180163716472E-4,217.01968410076677,"Sectional method governs",null,{"$f":"IF(add_custom_vehicle = \"YES\",EPSILONS(B95,C95), \"N/A\")","v":-4.0000000000000002E-4},{"$f":"IF(add_custom_vehicle = \"YES\",4.8/(1+750*AR95),\"N/A\")","v":6.8571428571428577},{"$f":"IF(add_custom_vehicle = \"YES\",29+3500*AR95,\"N/A\")","v":27.6},{"$f":"IF(add_custom_vehicle = \"YES\",Capacity!$G$81*fy*dv*(_xlfn.COT(RADIANS(AT95)))/MAIN!$D$120,\"N/A\")","v":124.93470564658577},{"$f":"IF(add_custom_vehicle = \"YES\",As*fy+Aps*fpx(AR95,'Calculation Summary'!$C$16*12),\"N/A\")","v":688.77647547397396},{"$f":"IF(add_custom_vehicle = \"YES\",(B95*12)/(Capacity!$G$36*dv)+((C95/0.9)-0.5*AU95)*(_xlfn.COT(RADIANS(AT95))),\"N/A\")","v":197.65798355277997},{"$f":"IF(add_custom_vehicle = \"YES\",IF(AV95>AW95,\"PASS\",\"FAIL\"),\"N/A\")","v":"PASS"}]

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["Common types of Standard Prestressing strands, wires, and Bars from PCI Design Handbook (Ref. 3-20)"]
[]
[]
["Tendon Type","Grade fpu ksi ","Nominal Dimension",null,"Weight, plf"]
[null,null,"Diameter, in.","Area, in2"]
["Seven-wire strand",250,0.25,3.5999999999999997E-2,0.12]
[null,270,0.375,8.5000000000000006E-2,0.28999999999999998]
[null,250,0.375,0.08,0.27]
[null,270,0.5,0.153,0.53]
[null,250,0.5,0.14399999999999999,0.49]
[null,270,0.6,0.215,0.74]
[null,250,0.6,0.216,0.74]
["Prestressing wire",250,0.19600000000000001,3.0200000000000001E-2,0.1]
[null,240,0.25,4.9099999999999998E-2,0.17]
[null,235,0.27600000000000002,5.9799999999999999E-2,0.2]
["Deformed prestressing bars",157,0.625,0.28000000000000003,0.98]
[null,150,1,0.85,3.01]
[null,150,1.25,1.25,4.3899999999999997]
[null,150,1.375,1.58,5.56]
[]
[]
["ASTM standard reinforcing bars"]
["Bar Size","Nominal Diameter, in.","Nominal Area, in2","Weight plf"]
[]
["#3",0.375,0.11,0.376]
["#4",0.5,0.2,0.66800000000000004]
["#5",0.625,0.31,1.0429999999999999]
["#6",0.75,0.44,1.502]
["#7",0.875,0.6,2.044]
["#8",1,0.79,2.67]
["#9",1.1279999999999999,1,3.4]
["#10",1.27,1.27,4.3029999999999999]
["#11",1.41,1.56,5.3129999999999997]
["#14",1.6930000000000001,2.25,7.65]
["#18",2.2570000000000001,4,13.6]
[]
[]
["Typical values of fpy/fpu"]
["Tendon Type",null,"fpy/fpu","K"]
["Low-relaxation strand",null,0.9]
["Stress-relieved strand",null,0.85]
["Plain prestressing bars",null,0.85]
["Deformed prestressing bars",null,0.8]
[]
["Approximate Conversion in Selecting φc"]
["Superstructure Condition Rating (SI & A Item 59)",null,"Equivalent Member Structural Condition",null,"φc"]
[]
["6 or higher",null,"Good or Satisfactory",null,1]
[5,null,"Fair",null,0.95]
["4 or lower",null,"Poor",null,0.85]
[]
["Generalized Live Load Factors, γL for Routine Commercial Traffic"]
[]
["Traffic Volume                (One direction)",null,"Load Factor"]
[]
["Unknown",null,1.45]
["ADTT ≥ 5000",null,1.45]
["ADTT ≤ 1000",null,1.3]
["Note: Linear interpolation is permitted for ADTT values between 5000 and 1000"]
[]
[]
["t(ADTT)"]
["ADTT","Two or More Lanes","One Lane"]
[]
[5000,4.3,4.9000000000000004]
[1000,3.3,4.5]
[100,1.5,3.9]
[]
[]
["Generalized Live Load Factors, γL for Specialized Hauling Vehicles"]
[]
["Traffic Volume                (One direction)",null,"Load Factor"]
[]
["Unknown",null,1.45]
["ADTT ≥ 5000",null,1.45]
["ADTT ≤ 1000",null,1.3]
["Note: Linear interpolation is permitted for ADTT values between 5000 and 1000"]
[]
[]
[]
["Dynamic Load Allowance: IM"]
["Riding Surface Conditions",null,null,"IM"]
["Smooth riding surface at approaches, bridge deck, and expansion joints",null,null,0.1]
[]
["Minor surface deviations or depressions",null,null,0.2]
[]
[]
[]
["Live load factors for permit vehicles according to AASHTO LRFD Table 6A.4.5.4.2a-1"]
["Permit Type","Frequency ","Loading Condition","Dfa","ADTT (one direction)","Load Factor by Permit Weight Ratiob"]
[null,null,null,null,null,null,null,null,null,null,"Permit Type"]
[null,null,null,null,null,"GVW / AL < 2.0 (kip/ft)","2.0 < GVW / AL < 3.0 (kip/ft)","GVW / AL > 3.0 (kip/ft)",null,null,"Routine or Annual","Special or Limited crossing"]
[null,null,null,null,null,null,null,null,null,"Frequency ","Unlimited crossings","Single trip"]
[null,null,null,null,null,null,null,null,null,null,null,"Multiple trips(<100 crossings)"]
["Routine or Annual","Unlimited Crossings","Mix with traffic (other vehicles may be on the bridge)","Two or more Lanes","> 5000",1.4,1.35,1.3]
[null,null,null,null,"=1000",1.35,1.25,1.2,null,null,"Frequency"]
[null,null,null,null,"<100",1.3,1.2,1.1499999999999999,null,null,"Unlimited crossings","Single trip","Multiple trips(<100 crossings)"]
[null,null,null,null,null,null,null,null,null,"Loading condition","Mixed with traffic","Escorted with no other vehicle on the bridge","Mixed with traffic"]
[null,"Unlimited Crossings (Reinforced Concrete Box Culverts)","Mix with traffic (other vehicles may be on the bridge)","One lane","All ADTTs",1.4,null,null,null,null,null,"Mixed with traffic"]
[]
[null,null,null,null,null,null,null,null,null,null,"Permit Type"]
[null,null,null,null,null,null,null,null,null,null,"Routine or Annual","Special or Limited crossing"]
[null,null,null,null,null,null,null,null,null,"Df","Two or more lanes","One lane"]
[null,null,null,null,null,"All Weights",null,null,null,null,"One lane"]
["Special or Limited Crossing","Single-Trip","Escorted with no other vehicles on the bridge","One lane","N/A",1.1000000000000001]
[]
[]
[null,"Single-Trip","Mix with traffic (other vehicles may be on the bridge)","One lane","All ADTTs",1.2]
[]
[]
[]
[null,"Multiple Trips (less than 100 crossings)","Mix with traffic (other vehicles may be on the bridge)","One lane","All ADTTs",1.4]
[]
[]
[]
[]
["Notes:"]
["a","DF= LRFD- distribution factor. When one-lane distribution factor is used, the built-in multiple presence factor should be divided out."]
[]
["b","Permit Weight Ratio= GVW / AL; GVW= Gross Vehicle Weight; AL= Front axle to rear axle length; Use only axles on the bridge."]
[]
["c","Refer to Article 6A.5.12."]

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["ODOT STANDARD BOX BEAM SECTION PROPERTIES"]
[]
[null,null,"36\" Wide Non-Composite Box Beam-Section Properties",null,null,null,null,null,"48\" Wide Non-Composite Box Beam-Section Properties",null,null,null,null,null,"36\" Wide Composite Box Beam-Section Properties",null,null,null,null,null,"48\" Wide Composite Box Beam-Section Properties"]
["Particulars","Custom","B12-36","B17-36","B21-36","B27-36","B33-36","B42-36","B12-48","B17-48","B21-48","B27-48","B33-48","B42-48","CB12-36","CB17-36","CB21-36","CB27-36","CB33-36","CB42-36","CB12-48","CB17-48","CB21-48","CB27-48","CB33-48","CB42-48"]
["b",{"$f":"b","v":48},36,36,36,36,36,36,48,48,48,48,48,48,36,36,36,36,36,36,48,48,48,48,48,48]
["h",{"$f":"h","v":21},12,17,21,27,33,42,12,17,21,27,33,42,12,17,21,27,33,42,12,17,21,27,33,42]
["A",{"$f":"Ag","v":647.79999999999995},423.8,458.3,515.79999999999995,581.79999999999995,642.5,741.5,567.79999999999995,590.29999999999995,647.79999999999995,713.8,774.5,873.5,423.8,458.3,515.79999999999995,581.79999999999995,642.5,741.5,567.79999999999995,590.29999999999995,647.79999999999995,713.8,774.5,873.5]
["I",{"$f":"Ig","v":33884},5122,14122,25622,50634,86049,161155,6850,18819,33884,66222,111342,205459,14003,29153,47126,83956,134078,236517,18681,38620,62057,109704,173831,303315,null,null,"48\" Wide Box Beam-Section Properties"]
["Yb",{"$f":"Yb","v":10.42},5.96,8.42,10.4,13.37,16.3,20.75,5.97,8.44,10.42,13.39,16.329999999999998,20.78,8.32,11.31,13.53,16.88,20.170000000000002,25,8.32,11.4,13.69,17.13,20.51,25.49,null,null,"Beam Only","D","12\"","17\"","21\"","27\"","33\"","42\""]
["St",{"$f":"MAIN!C103","v":3202},848,1646,2416,3714,5153,7582,1136,2198,3202,4866,6681,9684,3809,5127,6308,8296,10448,13916,5079,6898,8489,11119,13922,18367,null,null,null,"Ab (in2)",567.79999999999995,590.29999999999995,647.79999999999995,713.8,774.5,873.5]
["Sb",{"$f":"MAIN!C102","v":3253},859,1677,2464,3788,5279,7768,1147,2230,3253,4945,6816,9886,1682,2577,3483,4974,6649,9459,2245,3387,4533,6403,8474,11901,null,null,null,"Ib (in4)",6850,18819,33884,66222,111342,205459]
[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,null,"Yb (in)",5.97,8.44,10.42,13.39,16.329999999999998,20.78]
[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,null,"Zt (in3)",1136,2198,3202,4866,6681,9684]
[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,null,"Zb (in3)",1147,2230,3253,4945,6816,9886]
[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,"Composite Section","Ic (in4)",18681,38620,62057,109704,173831,303315]
[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,null,"(Yb)c (in)",8.32,11.4,13.69,17.13,20.51,25.49]
[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,null,"(Zt)c (in3)",5079,6898,8489,11119,13922,18367]
[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,null,"(Zt)c (in3)",2245,3387,4533,6403,8474,11901]
[]
[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,"36\" Wide Box Beam-Section Properties"]
[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,"Beam Only","D","12\"","17\"","21\"","27\"","33\"","42\""]
[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,null,"Ab (in2)",423.8,458.3,515.79999999999995,581.79999999999995,642.5,741.5]
[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,null,"Ib (in4)",5122,14122,25622,50634,86049,161155]
[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,null,"Yb (in)",5.96,8.42,10.4,13.37,16.3,20.75]
[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,null,"Zt (in3)",848,1646,2416,3714,5153,7582]
[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,null,"Zb (in3)",859,1677,2464,3788,5279,7768]
[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,"Composite Section","Ic (in4)",14003,29153,47126,83956,134078,236517]
[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,null,"(Yb)c (in)",8.32,11.31,13.53,16.88,20.170000000000002,25]
[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,null,"(Zt)c (in3)",3809,5127,6308,8296,10448,13916]
[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,null,"(Zb)c (in3)",1682,2577,3483,4974,6649,9459]

{"sheet":"Vehicles","index":31,"n_rows":40,"n_cols":43,"rows_kept":40,"cut":false,"hidden":true,"merged":[[0,0,0,14],[0,16,0,30]]}
["Vehicle Axle Loads (Kips)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Vehicle Axle Distance from first wheel (ft)"]
["Axle","HL93","2F1","3F1","4F1","5C1","SU4","SU5","SU6","SU7","EV2","EV3","PL60T","PL65T","Custom vehicle 1","Type3","Type3S2","Type3_3","Custom Vehicle",null,"Axle","HL93","2F1","3F1","4F1","5C1","SU4","SU5","SU6","SU7","EV2","EV3","PL60T","PL65T","Custom vehicle 1","Type3","Type3S2","Type3_3","Custom Vehicle",null,null,null,"List of vehicles"]
["a",8,10,12,12,12,12,12,11.5,11.5,24,24,13,10,{"$f":"IF(MAIN!B167=\"\",\"\",MAIN!B167)","v":20},16,10,12,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!B9=\"\",\"\",Envelopes!B9),\" \")","v":" "},null,"a",0,0,0,0,0,0,0,0,0,0,0,0,0,{"$f":"IF(MAIN!C167=\"\",\"\",MAIN!C167)","v":0},0,0,0,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!C9=\"\",\"\",Envelopes!C9),\" \")","v":" "},null,null,null,"HL93"]
["b",32,20,17,14,17,8,8,8,8,33.5,31,24.25,20,{"$f":"IF(MAIN!B168=\"\",\"\",MAIN!B168)","v":20},17,15.5,12,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!B10=\"\",\"\",Envelopes!B10),\" \")","v":" "},null,"b",14,10,10,10,12,10,10,10,10,15,15,14.5,10,{"$f":"IF(MAIN!C168=\"\",\"\",MAIN!C168)","v":13.5},15,11,15,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!C10=\"\",\"\",Envelopes!C10),\" \")","v":" "},null,null,null,"2F1"]
["c",32,null,17,14,17,17,8,8,8,null,31,24.25,20,{"$f":"IF(MAIN!B169=\"\",\"\",MAIN!B169)","v":20},17,15.5,12,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!B11=\"\",\"\",Envelopes!B11),\" \")","v":" "},null,"c",28,null,14,14,16,14,14,14,14,null,19,{"$f":"AG4+4.25","v":18.75},{"$f":"AH4+4","v":14},{"$f":"IF(MAIN!C169=\"\",\"\",MAIN!C169)","v":18.5},19,15,19,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!C11=\"\",\"\",Envelopes!C11),\" \")","v":" "},null,null,null,"3F1"]
["d",null,null,null,14,17,17,17,17,17,null,null,19.5,20,{"$f":"IF(MAIN!B170=\"\",\"\",MAIN!B170)","v":20},null,15.5,16,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!B12=\"\",\"\",Envelopes!B12),\" \")","v":" "},null,"d",null,null,null,18,47,18,18,18,18,null,null,{"$f":"AG5+37.333","v":56.082999999999998},{"$f":"+AH5+4","v":18},{"$f":"IF(MAIN!C170=\"\",\"\",MAIN!C170)","v":23.5},null,37,34,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!C12=\"\",\"\",Envelopes!C12),\" \")","v":" "},null,null,null,"4F1"]
["e",null,null,null,null,17,null,17,17,17,null,null,19.5,20,{"$f":"IF(MAIN!B171=\"\",\"\",MAIN!B171)","v":19},null,15.5,14,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!B13=\"\",\"\",Envelopes!B13),\" \")","v":" "},null,"e",null,null,null,null,51,null,22,22,22,null,null,{"$f":"+AG6+4.5","v":60.582999999999998},{"$f":"+AH6+22","v":40},{"$f":"IF(MAIN!C171=\"\",\"\",MAIN!C171)","v":38.5},null,41,50,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!C13=\"\",\"\",Envelopes!C13),\" \")","v":" "},null,null,null,"5C1"]
["f",null,null,null,null,null,null,null,8,8,null,null,19.5,20,{"$f":"IF(MAIN!B172=\"\",\"\",MAIN!B172)","v":19},null,null,14,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!B14=\"\",\"\",Envelopes!B14),\" \")","v":" "},null,"f",null,null,null,null,null,null,null,26,26,null,null,{"$f":"+AG7+4.5","v":65.082999999999998},{"$f":"+AH7+4","v":44},{"$f":"IF(MAIN!C172=\"\",\"\",MAIN!C172)","v":43.5},null,null,54,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!C14=\"\",\"\",Envelopes!C14),\" \")","v":" "},null,null,null,"SU4"]
["g",null,null,null,null,null,null,null,null,8,null,null,null,20,{"$f":"IF(MAIN!B173=\"\",\"\",MAIN!B173)","v":19},null,null,null,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!B15=\"\",\"\",Envelopes!B15),\" \")","v":" "},null,"g",null,null,null,null,null,null,null,null,30,null,null,null,{"$f":"+AH8+4","v":48},{"$f":"IF(MAIN!C173=\"\",\"\",MAIN!C173)","v":48.5},null,null,null,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!C15=\"\",\"\",Envelopes!C15),\" \")","v":" "},null,null,null,"SU5"]
["h",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(MAIN!B174=\"\",\"\",MAIN!B174)","v":19},null,null,null,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!B16=\"\",\"\",Envelopes!B16),\" \")","v":" "},null,"h",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(MAIN!C174=\"\",\"\",MAIN!C174)","v":63.17},null,null,null,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!C16=\"\",\"\",Envelopes!C16),\" \")","v":" "},null,null,null,"SU6"]
["i",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(MAIN!B175=\"\",\"\",MAIN!B175)","v":19},null,null,null,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!B17=\"\",\"\",Envelopes!B17),\" \")","v":" "},null,"i",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(MAIN!C175=\"\",\"\",MAIN!C175)","v":68.17},null,null,null,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!C17=\"\",\"\",Envelopes!C17),\" \")","v":" "},null,null,null,"SU7"]
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["k",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(MAIN!B177=\"\",\"\",MAIN!B177)","v":19},null,null,null,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!B19=\"\",\"\",Envelopes!B19),\" \")","v":" "},null,"k",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(MAIN!C177=\"\",\"\",MAIN!C177)","v":77.67},null,null,null,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!C19=\"\",\"\",Envelopes!C19),\" \")","v":" "},null,null,null,"EV3"]
["l",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(MAIN!B178=\"\",\"\",MAIN!B178)","v":19},null,null,null,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!B20=\"\",\"\",Envelopes!B20),\" \")","v":" "},null,"l",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(MAIN!C178=\"\",\"\",MAIN!C178)","v":82.67},null,null,null,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!C20=\"\",\"\",Envelopes!C20),\" \")","v":" "},null,null,null,"PL60T"]
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["p",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(MAIN!B182=\"\",\"\",MAIN!B182)","v":19},null,null,null,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!B24=\"\",\"\",Envelopes!B24),\" \")","v":" "},null,"p",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(MAIN!C182=\"\",\"\",MAIN!C182)","v":102.17},null,null,null,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!C24=\"\",\"\",Envelopes!C24),\" \")","v":" "},null,null,null,"Type3_3"]
["q",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(MAIN!B183=\"\",\"\",MAIN!B183)","v":19},null,null,null,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!B25=\"\",\"\",Envelopes!B25),\" \")","v":" "},null,"q",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(MAIN!C183=\"\",\"\",MAIN!C183)","v":116.25},null,null,null,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!C25=\"\",\"\",Envelopes!C25),\" \")","v":" "},null,null,null,"Custom Vehicle"]
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["s",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(MAIN!B185=\"\",\"\",MAIN!B185)","v":19},null,null,null,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!B27=\"\",\"\",Envelopes!B27),\" \")","v":" "},null,"s",null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IF(MAIN!C185=\"\",\"\",MAIN!C185)","v":126.25},null,null,null,{"$f":"IF(Envelopes!$B$4=\"Custom Vehicle\",IF(Envelopes!C27=\"\",\"\",Envelopes!C27),\" \")","v":" "}]
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