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[null,"Registered User:",null,null,null,null,"Free Trial Version - Not For Commercial Use",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"© 2017 CivilWeb"]
[null,"Your Logo / Company Details Here",null,null,null,null,"Project:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"By:"]
[null,null,null,null,null,null,"Calculation:",null,null,null,null,null,"Continuous Beam Analysis"]
[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,null,null,"Approved:"]
[null,null,null,null,null,null,"Sheet Number:",null,null,null,null,null,"Cover Sheet",null,null,null,null,null,null,"Date:"]
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[null,null,null,null,null,null,null,"Although all care and attention has been taken to ensure that this program is accurate, CivilWeb gives no guarentee that it is error free. In no event will Civil Web accept any responsibility for any errors or omissions from the program or from the user of the program, or for any special, incedental or consequential damages whatsoever arising from use of this program."]
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[]
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[null,null,null,null,null,null,null,"This program should only be used by a suitably qualified Civil or Structural Engineer, and suitable efforts should be taken to verify the results."]
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[]
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[null,null,null,null,null,null,null,"Reverse-engineering or decompiling of this program is not allowed."]
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[null,null,null,null,null,null,null,"This program is registered to a single user, and should not be used by any other."]
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[null,null,null,null,null,null,null,"Registered User;"]
[null,null,null,null,null,null,null,"Free Trial Version"]
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[null,null,null,null,null,null,null,"By using this program you confirm your understanding and agreement with the above terms and conditions."]
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[null,null,null,null,null,null,null,"This program remains the property of CivilWeb."]
[null,null,null,null,null,null,null,"www.civilweb-spreadsheets.com"]
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[null,null,null,null,null,null,null,"Revision Schedule"]
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[null,null,null,null,null,null,null,"Rev",null,"Changes",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Date"]
[null,null,null,null,null,null,null,0,null,"Original",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"2017-06-01"]

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[null,"Registered User:",null,null,null,null,"Free Trial Version - Not For Commercial Use",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"© 2017 CivilWeb",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,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,null,{"$f":"\"Summary of Results for Entire \"&$BZ$10&\"-Span Beam:\"","v":"Summary of Results for Entire 5-Span Beam:"},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,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,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,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,null,null,null,null,null,null,null,null,null,null,"Version 1.1"]
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Types:","Pinned",null,null,null,null,null,"User Designated Points:"]
[null,null,null,null,null,null,null,"Number of Spans",null,null,null,null,null,null,null,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,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,null,null,"Beam Data:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Maximum Moments in Beam:",null,null,null,null,null,null,null,"Span #2 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Shape","Ix (in.^4)","Iy (in.^4)","Ix (cm^4)","Iy (cm^4)",null,"x2 (m) =",0,0,0,0,0]
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[null,null,null,null,null,null,null,"Factor of Safety",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,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,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,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"M5 =",{"$f":"INDEX(MMULT($DO$47:$DT$52,$DO$39:$DO$44),5,1)","v":-423.0596899406388},"kN-M",null,null,null,null,null,"M5 =",{"$f":"IF($BZ$10=2,\"---\",IF($BZ$10=3,\"---\",IF($BZ$10=4,$DH$56+($CR$60),IF($BZ$10=5,$DO$59))))","v":-423.0596899406388},"kN-M","R5 =",{"$f":"(IF($BZ$10<4,\"---\",IF($BZ$10=4,(-$GS$629)+$GZ$595+($CM$60),IF($BZ$10=5,(-$GS$629+$GS$750)+$GZ$595+$GY$766))))","v":663.12604608784397},"kN",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"W36x588",43500,2850,1810606.7,118625.96,null,null,2.3199999999999998,-216.04408048398781,-3.6030667228517075,2.6926275382956107E-3,1.6552787097737029,2.3199999999999998,null,2.3199999999999998,-216.04408048398781,-3.6030667228517075,2.6926275382956107E-3,1.6552787097737029]
[null,null,null,null,null,null,null,"Factor of Safety (Dead)",null,null,null,null,null,null,null,null,null,null,1.4,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Left End Cantilever Shear =",0,"kN",null,null,"Left End Cantilever Moment =",0,"kN-m",null,null,null,"Right End Cantilever Shear =",0,"kN",null,null,"Right End Cantilever Moment =",0,"kN-m",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"M6 =",{"$f":"INDEX(MMULT($DO$47:$DT$52,$DO$39:$DO$44),6,1)","v":15.279356016826881},"kN-M",null,null,null,null,null,"M6 =",{"$f":"IF($BZ$10=2,\"---\",IF($BZ$10=3,\"---\",IF($BZ$10=4,\"---\",IF($BZ$10=5,$DO$60+($CR$60)))))","v":15.279356016826881},"kN-M","R6 =",{"$f":"(IF($BZ$10=5,(-$GS$800)+$GZ$766+($CM$60),\"---\"))","v":61.332190815106799},"kN",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,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,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"W36x527",38300,2490,1594166.36,103641.62,null,null,2.4,-221.32408048398779,-21.097793161570735,2.6618394634400811E-3,1.8697489686171087,2.4,null,2.4,-221.32408048398779,-21.097793161570735,2.6618394634400811E-3,1.8697489686171087]
[null,null,null,null,null,null,null,"Factor of Safety (Imposed)",null,null,null,null,null,null,null,null,null,null,1.6,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,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,"Results:",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,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,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,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,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"W36x485",34700,2250,1444323.05,93652.07,null,null,2.48,-226.60408048398781,-39.014919600289744,2.5867865724877558E-3,2.0799926288282009,2.48,null,2.48,-226.60408048398781,-39.014919600289744,2.5867865724877558E-3,2.0799926288282009]
[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,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,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"End Shears (kN):",{"$f":"$GS$66","v":97.075919516012192},null,null,{"$f":"$GS$116","v":-326.92408049058781},{"$f":"$GS$237","v":476.19734360914981},null,null,{"$f":"$GS$287","v":-363.80265639985021},{"$f":"IF($BZ$10<3,\"---\",$GS$408)","v":120.91505713796704},null,null,{"$f":"IF($BZ$10<3,\"---\",$GS$458)","v":-143.08494286863294},{"$f":"IF($BZ$10<4,\"---\",$GS$579)","v":355.54176311264933},null,null,{"$f":"IF($BZ$10<4,\"---\",$GS$629)","v":-394.4582368963508},{"$f":"IF($BZ$10<5,\"---\",$GS$750)","v":268.66780919149318},null,null,{"$f":"IF($BZ$10<5,\"---\",$GS$800)","v":-61.332190815106799},null,null,null,"Calculations for Span #1:",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span #1:",null,null,"Span #1:",null,null,"W36x439",31000,1990,1290317.42,82830.05,null,null,2.56,-231.88408048398784,-57.354446039008792,{"$f":"$GU98","v":2.4664128654386329E-3},{"$f":"$GV98","v":2.2824262651192355},2.56,null,2.56,-231.88408048398784,-57.354446039008792,2.4664128654386329E-3,2.2824262651192355]
[null,null,null,null,null,null,null,"UDL",null,null,null,null,null,null,null,"Span 1",null,null,"Span 2",null,null,"Span 3",null,null,"Span 4",null,null,"Span 5",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span #1: For Full Uniform Load, w",null,null,null,null,null,null,null,"Span #1: For Distributed Load #1",null,null,null,null,null,null,null,"Span #1: For Distributed Load #2",null,null,null,null,null,null,null,"Span #1: For Distributed Load #3",null,null,null,null,null,null,null,"Span #1: For Distributed Load #4",null,null,null,null,null,null,null,"Span #1: For Distributed Load #5",null,null,null,null,null,null,null,"Span #1: For Distributed Load #6",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Span #1: For All 15 Point Loads",null,null,null,null,null,null,null,"Span #1: For All 4 Applied Moments Plus Support Moments M1 and M2",null,null,null,null,null,null,null,"Span #1: Summations of Loading Functions for All Loads",null,null,null,null,null,null,null,"Initial Beam Parameters at Left End",null,null,null,"Span #1: Shear, Moment, Slope, & Deflection @ x",null,null,null,"Dist. from",null,"Corrections for P Loads at Supports:",null,null,"Corrections for Applied M at Supports:",null,null,"W36x393",27500,1750,1144636.42,72840.5,null,null,2.64,{"$f":"$GS99","v":-237.16408048398782},{"$f":"$GT99","v":-76.11637247772785},2.2996623422927125E-3,2.4733819722024677,2.64,null,2.64,-237.16408048398782,-76.11637247772785,2.2996623422927125E-3,2.4733819722024677]
[null,null,null,null,null,null,null,"Self Weight (kN/m)",null,null,null,null,null,null,null,10,null,null,10,null,null,10,null,null,10,null,null,10,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,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,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Loading Functions Evaluated at x = L",null,null,null,"Loading Functions Evaluated at x",null,null,null,"Loading Functions Evaluated at x = L",null,null,null,"Loading Functions Evaluated at x",null,null,null,"Loading Functions Evaluated at x = L",null,null,null,"Loading Functions Evaluated at x",null,null,null,"Loading Functions Evaluated at x = L",null,null,null,"Loading Functions Evaluated at x",null,null,null,"Loading Functions Evaluated at x = L",null,null,null,"Loading Functions Evaluated at x",null,null,null,"Loading Functions Evaluated at x = L",null,null,null,"Loading Functions Evaluated at x",null,null,null,"Loading Functions Evaluated at x = L",null,null,null,"Loading Functions Evaluated at x",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Loading Functions Evaluated at x = L",null,null,null,"Loading Functions Evaluated at x",null,null,null,"Loading Functions Evaluated at x = L",null,null,null,"Loading Functions Evaluated at x",null,null,null,"For Loading Functions Evaluated at x = L",null,null,null,"For Loading Functions Evaluated at x",null,null,null,"with Loading Functions Evaluated at x = L",null,null,null,"Vx","Mx","qx","Dx","Left End",null,"S Reaction for","S Reaction for",null,"S Moment for","S Moment for",null,"W36x359",24800,1570,1032253.94,65348.33,null,null,2.72,-242.44408048398779,-95.300698916446947,2.0854790030499937E-3,2.6491073647901566,2.72,null,2.72,-242.44408048398779,-95.300698916446947,2.0854790030499937E-3,2.6491073647901566]
[null,null,null,null,null,null,null,"Dead Loads (kN/m)",null,null,null,null,null,null,null,20,null,null,20,null,null,20,null,null,20,null,null,20,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,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"\"D1, \"&$L$115&\"kN/m\"","v":"D1, kN/m"},0,0.4,{"$f":"$J$115/VLOOKUP($P$9,$BP$2:$BQ$5,2,FALSE)*10","v":0},{"$f":"IF(L115=\"\",100,0.4)","v":100},null,null,null,null,{"$f":"IF($P$64=0,\"\",\"SW, \"&$P$64&\"kN/m\")","v":"SW, 10kN/m"},0,0.4,0,0.4,null,null,null,null,null,null,null,"Points:","FvL","FmL","FqL","FDL","Fvx","Fmx","Fqx","FDx","FvL","FmL","FqL","FDL","Fvx","Fmx","Fqx","FDx","FvL","FmL","FqL","FDL","Fvx","Fmx","Fqx","FDx","FvL","FmL","FqL","FDL","Fvx","Fmx","Fqx","FDx","FvL","FmL","FqL","FDL","Fvx","Fmx","Fqx","FDx","FvL","FmL","FqL","FDL","Fvx","Fmx","Fqx","FDx","FvL","FmL","FqL","FDL","Fvx","Fmx","Fqx","FDx",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"FvL","FmL","FqL","FDL","Fvx","Fmx","Fqx","FDx","FvL","FmL","FqL","FDL","Fvx","Fmx","Fqx","FDx","SFvL","SFmL","SFqL","SFDL","SFvx","SFmx","SFqx","SFDx","Vo","Mo","qo","Do","(kN)","(kN-m)","(rad.)","(mm)","x (m)","Index:","P Loads with","P Loads with",null,"Applied M with","Applied M with",null,"W36x328",22500,1420,936520.71,59104.86,null,null,2.8000000000000003,-247.72408048398782,-114.90742535516591,1.8228068477104786E-3,2.8057655775945518,2.8000000000000003,null,2.8000000000000003,-247.72408048398782,-114.90742535516591,1.8228068477104786E-3,2.8057655775945518]
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