how to use multiple '%c' on each variable ?

2024 3 25
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更新时间：2024 3 27
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Hello, im trying to write text to some files in array.
Here is my code :
clear
clc
VariantModel = compose('%c', 'A':'E')
VariantFy = compose('%c', [235000,335000,435000,535000,635000])
for k = 1:numel(VariantModel)
writefile(VariantModel{k})
end
files = dir('*.s2k');
files(:).name
function writefile(C)
fido = fopen("Model"+C+".s2k",'wt');
newline = '\n\n'
spacing = '\n'
%here variable "VariantModel" works
line1='File D:\\MAGISTER\\KULIAH\\TESIS\\Model%c.s2k was saved on m/d/yy at h:mm:ss'
line2='TABLE: "PROGRAM CONTROL"'
line3=' ProgramName=SAP2000 Version=25.0.0 ProgLevel=Ultimate LicenseNum=3010*1D6KZBK478DMQCT LicenseOS=Yes LicenseSC=Yes LicenseHT=No CurrUnits="KN, m, C" SteelCode="AISC 360-10" ConcCode="ACI 318-19" AlumCode="AA 2015" _'
line4=' ColdCode=AISI-16 RegenHinge=Yes'
line5='TABLE: "ACTIVE DEGREES OF FREEDOM"'
line6=' UX=Yes UY=No UZ=Yes RX=No RY=Yes RZ=No'
line7='TABLE: "ANALYSIS OPTIONS"'
line8=' Solver=Advanced SolverProc=Auto Force32Bit=No StiffCase=None GeomMod=None HingeOpt="In Elements" NumAThreads=0 MaxFileSize=0 NumDThreads=0 NumRThreads=0 UseMMFiles="Program Determined" AllowDiff=No'
line9='TABLE: "COORDINATE SYSTEMS"'
line10=' Name=GLOBAL Type=Cartesian X=0 Y=0 Z=0 AboutZ=0 AboutY=0 AboutX=0'
line11='TABLE: "GRID LINES"'
line12=' CoordSys=GLOBAL AxisDir=X GridID=A XRYZCoord=-6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End AllVisible=Yes BubbleSize=1,5'
line13=' CoordSys=GLOBAL AxisDir=X GridID=B XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line14=' CoordSys=GLOBAL AxisDir=X GridID=C XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line15=' CoordSys=GLOBAL AxisDir=Y GridID=1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=Start'
line16=' CoordSys=GLOBAL AxisDir=Z GridID=Z1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line17=' CoordSys=GLOBAL AxisDir=Z GridID=Z2 XRYZCoord=3 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line18=' CoordSys=GLOBAL AxisDir=Z GridID=Z3 XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line19='TABLE: "MATERIAL PROPERTIES 01 - GENERAL"'
line20=' Material=4000Psi Type=Concrete Grade="' + "f'c 4000 " + 'psi"'+ ' SymType=Isotropic TempDepend=No Color=Green GUID=b0920fc0-a39b-46e4-a096-037f0f0739a7 Notes="Customary '+"f'c 4000 psi "+'01/02/2024 20:13:33"'
line21=' Material=A416Gr270 Type=Tendon Grade="Grade 270" SymType=Uniaxial TempDepend=No Color=Cyan GUID=d02be965-452b-41cb-8cdb-2b3b29b19d11 Notes="ASTM A416 Grade 270 01/02/2024 20:40:51"'
line22=' Material=BJ-37 Type=Steel Grade="Grade 50" SymType=Isotropic TempDepend=No Color=Magenta Notes="ASTM A992 Grade 50 01/02/2024 20:03:34"'
line23='TABLE: "MATERIAL PROPERTIES 02 - BASIC MECHANICAL PROPERTIES"'
line24=' Material=4000Psi UnitWeight=23,5631216161854 UnitMass=2,40276960558926 E1=24855578,0600518 G12=10356490,8583549 U12=0,2 A1=9,89999952793124E-06'
line25=' Material=A416Gr270 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=196500599,8512 A1=1,16999994421006E-05'
line26=' Material=BJ-37 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=199947978,795958 G12=76903068,7676762 U12=0,3 A1=1,16999994421006E-05'
line27='TABLE: "MATERIAL PROPERTIES 03A - STEEL DATA"'
%here variable "VariantFy" works
line28=' Material=BJ-37 Fy=235000 Fu=352500 EffFy=235000 EffFu=352500 SSCurveOpt=Simple SSHysType=Kinematic SHard=0,015 SMax=0,11 SRup=0,17 FinalSlope=-0,1 CoupModType="Von Mises"'
line29='TABLE: "MATERIAL PROPERTIES 06 - DAMPING PARAMETERS"'
line30=' Material=4000Psi ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line31=' Material=A416Gr270 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line32=' Material=BJ-37 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line33='TABLE: "MATERIAL PROPERTIES 09 - ACCEPTANCE CRITERIA"'
line34=' Material=4000Psi IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,003 LSComp=-0,006 CPComp=-0,015 IgnoreTens=Yes'
line35=' Material=A416Gr270 IOTens=0,015 LSTens=0,023 CPTens=0,03 IOComp=-0,015 LSComp=-0,023 CPComp=-0,03'
line36=' Material=BJ-37 IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,005 LSComp=-0,01 CPComp=-0,02'
line37='TABLE: "FRAME SECTION PROPERTIES 01 - GENERAL"'
line38=' SectionName=BigWF Material=BJ-37 Shape="I/Wide Flange" t3=0,75 t2=0,5 tf=0,05 tw=0,04 t2b=0,5 tfb=0,05 FilletRadius=0 Area=0,076 TorsConst=5,23707333333334E-05 I33=0,00705083333333333 I22=0,00104513333333333 _'
line39=' I23=0 AS2=0,03 AS3=0,0416666666666667 S33Top=0,0188022222222222 S33Bot=0,0188022222222222 S22Left=0,00418053333333333 S22Right=0,00418053333333333 Z33=0,021725 Z22=0,00651 R33=0,304588448249466 _'
line40=' R22=0,117267874483871 CGOffset3=0 CGOffset2=0 EccV2=0 EccV3=0 Cw=0,000127604166666667 ConcCol=No ConcBeam=No Color=Blue TotalWt=0 TotalMass=0 FromFile=No AMod=1 A2Mod=1 A3Mod=1 JMod=1 I2Mod=1 _'
line41=' I3Mod=1 MMod=1 WMod=1'
combine1 = append(line1,newline,line2,spacing,line3,spacing,line4,newline,line5,spacing,line6,newline,line7,spacing,line8,newline,line9,spacing,line10,newline,line11,spacing,line12,spacing,line13,spacing,line14,spacing,line15,spacing,line16,spacing,line17,spacing,line18,newline,line19,spacing,line20,spacing,line21,spacing,line22,newline,line23,spacing,line24,spacing,line25,spacing,line26,newline,line27,spacing,line28,newline,line29,spacing,line30,spacing,line31,spacing,line32,newline,line33,spacing,line34,spacing,line35,spacing,line36)
combine2 = append(combine1,newline,line37,spacing,line38,spacing,line39,spacing,line40,spacing,line41)
fprintf(fido,combine2,C);
fclose(fido);
end
Basicaly, I want the result as i descripted below :
File ModelA.s2k :
at line1 will be = 'File D:\\MAGISTER\\KULIAH\\TESIS\\ModelA.s2k was saved on m/d/yy at h:mm:ss'
at line28 will be = ' Material=BJ-37 Fy=235000 Fu=352500 etc.'
File ModelB.s2k :
at line1 will be = 'File D:\\MAGISTER\\KULIAH\\TESIS\\ModelB.s2k was saved on m/d/yy at h:mm:ss'
at line28 will be = ' Material=BJ-37 Fy=335000 Fu=352500 etc.'
etc.
thank you.

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Mario Malic
Mario Malic 2024-3-25
Please generate a document with your input file. Read it into a cell or string array, and edit the array and generate an input file with edited array.

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 采纳的回答

Star Strider
Star Strider 2024-3-25
Ran in:

0 个投票

Ran in:
Add ‘VariantFy’ as an argument to the function as ‘L28’ (or whatever you choose to call it):
function writefile(C,L28)
and change ‘Line28’ to:
line28=sprintf(' Material=BJ-37 Fy=%6d Fu=%6d EffFy=%6d EffFu=%6d SSCurveOpt=Simple SSHysType=Kinematic SHard=0,015 SMax=0,11 SRup=0,17 FinalSlope=-0,1 CoupModType="Von Mises"',str2double(L28)*ones(1,4))
and call the function as:
writefile(VariantModel{k},VariantFy{k});
and it works!
Als, put semicolons (;) at the ends of the lines in the function to keep them from printing out to the Command Window every time you clal the function.
clear
clc
VariantModel = compose('%c', 'A':'E')
VariantModel = 1x5 cell array
{'A'} {'B'} {'C'} {'D'} {'E'}
VariantFy = compose('%c', [235000,335000,435000,535000,635000])
VariantFy = 1x5 cell array
{'2.350000e+05'} {'3.350000e+05'} {'4.350000e+05'} {'5.350000e+05'} {'6.350000e+05'}
for k = 1:numel(VariantModel)
writefile(VariantModel{k},VariantFy{k});
end
newline = '\n\n'
spacing = '\n'
line1 = 'File D:\\MAGISTER\\KULIAH\\TESIS\\Model%c.s2k was saved on m/d/yy at h:mm:ss'
line2 = 'TABLE: "PROGRAM CONTROL"'
line3 = ' ProgramName=SAP2000 Version=25.0.0 ProgLevel=Ultimate LicenseNum=3010*1D6KZBK478DMQCT LicenseOS=Yes LicenseSC=Yes LicenseHT=No CurrUnits="KN, m, C" SteelCode="AISC 360-10" ConcCode="ACI 318-19" AlumCode="AA 2015" _'
line4 = ' ColdCode=AISI-16 RegenHinge=Yes'
line5 = 'TABLE: "ACTIVE DEGREES OF FREEDOM"'
line6 = ' UX=Yes UY=No UZ=Yes RX=No RY=Yes RZ=No'
line7 = 'TABLE: "ANALYSIS OPTIONS"'
line8 = ' Solver=Advanced SolverProc=Auto Force32Bit=No StiffCase=None GeomMod=None HingeOpt="In Elements" NumAThreads=0 MaxFileSize=0 NumDThreads=0 NumRThreads=0 UseMMFiles="Program Determined" AllowDiff=No'
line9 = 'TABLE: "COORDINATE SYSTEMS"'
line10 = ' Name=GLOBAL Type=Cartesian X=0 Y=0 Z=0 AboutZ=0 AboutY=0 AboutX=0'
line11 = 'TABLE: "GRID LINES"'
line12 = ' CoordSys=GLOBAL AxisDir=X GridID=A XRYZCoord=-6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End AllVisible=Yes BubbleSize=1,5'
line13 = ' CoordSys=GLOBAL AxisDir=X GridID=B XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line14 = ' CoordSys=GLOBAL AxisDir=X GridID=C XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line15 = ' CoordSys=GLOBAL AxisDir=Y GridID=1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=Start'
line16 = ' CoordSys=GLOBAL AxisDir=Z GridID=Z1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line17 = ' CoordSys=GLOBAL AxisDir=Z GridID=Z2 XRYZCoord=3 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line18 = ' CoordSys=GLOBAL AxisDir=Z GridID=Z3 XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line19 = 'TABLE: "MATERIAL PROPERTIES 01 - GENERAL"'
line20 = " Material=4000Psi Type=Concrete Grade="f'c 4000 psi" SymType=Isotropic TempDepend=No Color=Green GUID=b0920fc0-a39b-46e4-a096-037f0f0739a7 Notes="Customary f'c 4000 psi 01/02/2024 20:13:33""
line21 = ' Material=A416Gr270 Type=Tendon Grade="Grade 270" SymType=Uniaxial TempDepend=No Color=Cyan GUID=d02be965-452b-41cb-8cdb-2b3b29b19d11 Notes="ASTM A416 Grade 270 01/02/2024 20:40:51"'
line22 = ' Material=BJ-37 Type=Steel Grade="Grade 50" SymType=Isotropic TempDepend=No Color=Magenta Notes="ASTM A992 Grade 50 01/02/2024 20:03:34"'
line23 = 'TABLE: "MATERIAL PROPERTIES 02 - BASIC MECHANICAL PROPERTIES"'
line24 = ' Material=4000Psi UnitWeight=23,5631216161854 UnitMass=2,40276960558926 E1=24855578,0600518 G12=10356490,8583549 U12=0,2 A1=9,89999952793124E-06'
line25 = ' Material=A416Gr270 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=196500599,8512 A1=1,16999994421006E-05'
line26 = ' Material=BJ-37 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=199947978,795958 G12=76903068,7676762 U12=0,3 A1=1,16999994421006E-05'
line27 = 'TABLE: "MATERIAL PROPERTIES 03A - STEEL DATA"'
line28 = ' Material=BJ-37 Fy=235000 Fu=235000 EffFy=235000 EffFu=235000 SSCurveOpt=Simple SSHysType=Kinematic SHard=0,015 SMax=0,11 SRup=0,17 FinalSlope=-0,1 CoupModType="Von Mises"'
line29 = 'TABLE: "MATERIAL PROPERTIES 06 - DAMPING PARAMETERS"'
line30 = ' Material=4000Psi ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line31 = ' Material=A416Gr270 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line32 = ' Material=BJ-37 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line33 = 'TABLE: "MATERIAL PROPERTIES 09 - ACCEPTANCE CRITERIA"'
line34 = ' Material=4000Psi IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,003 LSComp=-0,006 CPComp=-0,015 IgnoreTens=Yes'
line35 = ' Material=A416Gr270 IOTens=0,015 LSTens=0,023 CPTens=0,03 IOComp=-0,015 LSComp=-0,023 CPComp=-0,03'
line36 = ' Material=BJ-37 IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,005 LSComp=-0,01 CPComp=-0,02'
line37 = 'TABLE: "FRAME SECTION PROPERTIES 01 - GENERAL"'
line38 = ' SectionName=BigWF Material=BJ-37 Shape="I/Wide Flange" t3=0,75 t2=0,5 tf=0,05 tw=0,04 t2b=0,5 tfb=0,05 FilletRadius=0 Area=0,076 TorsConst=5,23707333333334E-05 I33=0,00705083333333333 I22=0,00104513333333333 _'
line39 = ' I23=0 AS2=0,03 AS3=0,0416666666666667 S33Top=0,0188022222222222 S33Bot=0,0188022222222222 S22Left=0,00418053333333333 S22Right=0,00418053333333333 Z33=0,021725 Z22=0,00651 R33=0,304588448249466 _'
line40 = ' R22=0,117267874483871 CGOffset3=0 CGOffset2=0 EccV2=0 EccV3=0 Cw=0,000127604166666667 ConcCol=No ConcBeam=No Color=Blue TotalWt=0 TotalMass=0 FromFile=No AMod=1 A2Mod=1 A3Mod=1 JMod=1 I2Mod=1 _'
line41 = ' I3Mod=1 MMod=1 WMod=1'
combine1 = "File D:\\MAGISTER\\KULIAH\\TESIS\\Model%c.s2k was saved on m/d/yy at h:mm:ss\n\nTABLE: "PROGRAM CONTROL"\n ProgramName=SAP2000 Version=25.0.0 ProgLevel=Ultimate LicenseNum=3010*1D6KZBK478DMQCT LicenseOS=Yes LicenseSC=Yes LicenseHT=No CurrUnits="KN, m, C" SteelCode="AISC 360-10" ConcCode="ACI 318-19" AlumCode="AA 2015" _\n ColdCode=AISI-16 RegenHinge=Yes\n\nTABLE: "ACTIVE DEGREES OF FREEDOM"\n UX=Yes UY=No UZ=Yes RX=No RY=Yes RZ=No\n\nTABLE: "ANALYSIS OPTIONS"\n Solver=Advanced SolverProc=Auto Force32Bit=No StiffCase=None GeomMod=None HingeOpt="In Elements" NumAThreads=0 MaxFileSize=0 NumDThreads=0 NumRThreads=0 UseMMFiles="Program Determined" AllowDiff=No\n\nTABLE: "COORDINATE SYSTEMS"\n Name=GLOBAL Type=Cartesian X=0 Y=0 Z=0 AboutZ=0 AboutY=0 AboutX=0\n\nTABLE: "GRID LINES"\n CoordSys=GLOBAL AxisDir=X GridID=A XRYZCoord=-6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End AllVisible=Yes BubbleSize=1,5\n CoordSys=GLOBAL AxisDir=X GridID=B XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=X GridID=C XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Y GridID=1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=Start\n CoordSys=GLOBAL AxisDir=Z GridID=Z1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z2 XRYZCoord=3 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z3 XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n\nTABLE: "MATERIAL PROPERTIES 01 - GENERAL"\n Material=4000Psi Type=Concrete Grade="f'c 4000 psi" SymType=Isotropic TempDepend=No Color=Green GUID=b0920fc0-a39b-46e4-a096-037f0f0739a7 Notes="Customary f'c 4000 psi 01/02/2024 20:13:33"\n Material=A416Gr270 Type=Tendon Grade="Grade 270" SymType=Uniaxial TempDepend=No Color=Cyan GUID=d02be965-452b-41cb-8cdb-2b3b29b19d11 Notes="ASTM A416 Grade 270 01/02/2024 20:40:51"\n Material=BJ-37 Type=Steel Grade="Grade 50" SymType=Isotropic TempDepend=No Color=Magenta Notes="ASTM A992 Grade 50 01/02/2024 20:03:34"\n\nTABLE: "MATERIAL PROPERTIES 02 - BASIC MECHANICAL PROPERTIES"\n Material=4000Psi UnitWeight=23,5631216161854 UnitMass=2,40276960558926 E1=24855578,0600518 G12=10356490,8583549 U12=0,2 A1=9,89999952793124E-06\n Material=A416Gr270 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=196500599,8512 A1=1,16999994421006E-05\n Material=BJ-37 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=199947978,795958 G12=76903068,7676762 U12=0,3 A1=1,16999994421006E-05\n\nTABLE: "MATERIAL PROPERTIES 03A - STEEL DATA"\n Material=BJ-37 Fy=235000 Fu=235000 EffFy=235000 EffFu=235000 SSCurveOpt=Simple SSHysType=Kinematic SHard=0,015 SMax=0,11 SRup=0,17 FinalSlope=-0,1 CoupModType="Von Mises"\n\nTABLE: "MATERIAL PROPERTIES 06 - DAMPING PARAMETERS"\n Material=4000Psi ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=A416Gr270 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=BJ-37 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n\nTABLE: "MATERIAL PROPERTIES 09 - ACCEPTANCE CRITERIA"\n Material=4000Psi IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,003 LSComp=-0,006 CPComp=-0,015 IgnoreTens=Yes\n Material=A416Gr270 IOTens=0,015 LSTens=0,023 CPTens=0,03 IOComp=-0,015 LSComp=-0,023 CPComp=-0,03\n Material=BJ-37 IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,005 LSComp=-0,01 CPComp=-0,02"
combine2 = "File D:\\MAGISTER\\KULIAH\\TESIS\\Model%c.s2k was saved on m/d/yy at h:mm:ss\n\nTABLE: "PROGRAM CONTROL"\n ProgramName=SAP2000 Version=25.0.0 ProgLevel=Ultimate LicenseNum=3010*1D6KZBK478DMQCT LicenseOS=Yes LicenseSC=Yes LicenseHT=No CurrUnits="KN, m, C" SteelCode="AISC 360-10" ConcCode="ACI 318-19" AlumCode="AA 2015" _\n ColdCode=AISI-16 RegenHinge=Yes\n\nTABLE: "ACTIVE DEGREES OF FREEDOM"\n UX=Yes UY=No UZ=Yes RX=No RY=Yes RZ=No\n\nTABLE: "ANALYSIS OPTIONS"\n Solver=Advanced SolverProc=Auto Force32Bit=No StiffCase=None GeomMod=None HingeOpt="In Elements" NumAThreads=0 MaxFileSize=0 NumDThreads=0 NumRThreads=0 UseMMFiles="Program Determined" AllowDiff=No\n\nTABLE: "COORDINATE SYSTEMS"\n Name=GLOBAL Type=Cartesian X=0 Y=0 Z=0 AboutZ=0 AboutY=0 AboutX=0\n\nTABLE: "GRID LINES"\n CoordSys=GLOBAL AxisDir=X GridID=A XRYZCoord=-6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End AllVisible=Yes BubbleSize=1,5\n CoordSys=GLOBAL AxisDir=X GridID=B XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=X GridID=C XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Y GridID=1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=Start\n CoordSys=GLOBAL AxisDir=Z GridID=Z1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z2 XRYZCoord=3 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z3 XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n\nTABLE: "MATERIAL PROPERTIES 01 - GENERAL"\n Material=4000Psi Type=Concrete Grade="f'c 4000 psi" SymType=Isotropic TempDepend=No Color=Green GUID=b0920fc0-a39b-46e4-a096-037f0f0739a7 Notes="Customary f'c 4000 psi 01/02/2024 20:13:33"\n Material=A416Gr270 Type=Tendon Grade="Grade 270" SymType=Uniaxial TempDepend=No Color=Cyan GUID=d02be965-452b-41cb-8cdb-2b3b29b19d11 Notes="ASTM A416 Grade 270 01/02/2024 20:40:51"\n Material=BJ-37 Type=Steel Grade="Grade 50" SymType=Isotropic TempDepend=No Color=Magenta Notes="ASTM A992 Grade 50 01/02/2024 20:03:34"\n\nTABLE: "MATERIAL PROPERTIES 02 - BASIC MECHANICAL PROPERTIES"\n Material=4000Psi UnitWeight=23,5631216161854 UnitMass=2,40276960558926 E1=24855578,0600518 G12=10356490,8583549 U12=0,2 A1=9,89999952793124E-06\n Material=A416Gr270 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=196500599,8512 A1=1,16999994421006E-05\n Material=BJ-37 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=199947978,795958 G12=76903068,7676762 U12=0,3 A1=1,16999994421006E-05\n\nTABLE: "MATERIAL PROPERTIES 03A - STEEL DATA"\n Material=BJ-37 Fy=235000 Fu=235000 EffFy=235000 EffFu=235000 SSCurveOpt=Simple SSHysType=Kinematic SHard=0,015 SMax=0,11 SRup=0,17 FinalSlope=-0,1 CoupModType="Von Mises"\n\nTABLE: "MATERIAL PROPERTIES 06 - DAMPING PARAMETERS"\n Material=4000Psi ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=A416Gr270 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=BJ-37 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n\nTABLE: "MATERIAL PROPERTIES 09 - ACCEPTANCE CRITERIA"\n Material=4000Psi IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,003 LSComp=-0,006 CPComp=-0,015 IgnoreTens=Yes\n Material=A416Gr270 IOTens=0,015 LSTens=0,023 CPTens=0,03 IOComp=-0,015 LSComp=-0,023 CPComp=-0,03\n Material=BJ-37 IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,005 LSComp=-0,01 CPComp=-0,02\n\nTABLE: "FRAME SECTION PROPERTIES 01 - GENERAL"\n SectionName=BigWF Material=BJ-37 Shape="I/Wide Flange" t3=0,75 t2=0,5 tf=0,05 tw=0,04 t2b=0,5 tfb=0,05 FilletRadius=0 Area=0,076 TorsConst=5,23707333333334E-05 I33=0,00705083333333333 I22=0,00104513333333333 _\n I23=0 AS2=0,03 AS3=0,0416666666666667 S33Top=0,0188022222222222 S33Bot=0,0188022222222222 S22Left=0,00418053333333333 S22Right=0,00418053333333333 Z33=0,021725 Z22=0,00651 R33=0,304588448249466 _\n R22=0,117267874483871 CGOffset3=0 CGOffset2=0 EccV2=0 EccV3=0 Cw=0,000127604166666667 ConcCol=No ConcBeam=No Color=Blue TotalWt=0 TotalMass=0 FromFile=No AMod=1 A2Mod=1 A3Mod=1 JMod=1 I2Mod=1 _\n I3Mod=1 MMod=1 WMod=1"
newline = '\n\n'
spacing = '\n'
line1 = 'File D:\\MAGISTER\\KULIAH\\TESIS\\Model%c.s2k was saved on m/d/yy at h:mm:ss'
line2 = 'TABLE: "PROGRAM CONTROL"'
line3 = ' ProgramName=SAP2000 Version=25.0.0 ProgLevel=Ultimate LicenseNum=3010*1D6KZBK478DMQCT LicenseOS=Yes LicenseSC=Yes LicenseHT=No CurrUnits="KN, m, C" SteelCode="AISC 360-10" ConcCode="ACI 318-19" AlumCode="AA 2015" _'
line4 = ' ColdCode=AISI-16 RegenHinge=Yes'
line5 = 'TABLE: "ACTIVE DEGREES OF FREEDOM"'
line6 = ' UX=Yes UY=No UZ=Yes RX=No RY=Yes RZ=No'
line7 = 'TABLE: "ANALYSIS OPTIONS"'
line8 = ' Solver=Advanced SolverProc=Auto Force32Bit=No StiffCase=None GeomMod=None HingeOpt="In Elements" NumAThreads=0 MaxFileSize=0 NumDThreads=0 NumRThreads=0 UseMMFiles="Program Determined" AllowDiff=No'
line9 = 'TABLE: "COORDINATE SYSTEMS"'
line10 = ' Name=GLOBAL Type=Cartesian X=0 Y=0 Z=0 AboutZ=0 AboutY=0 AboutX=0'
line11 = 'TABLE: "GRID LINES"'
line12 = ' CoordSys=GLOBAL AxisDir=X GridID=A XRYZCoord=-6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End AllVisible=Yes BubbleSize=1,5'
line13 = ' CoordSys=GLOBAL AxisDir=X GridID=B XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line14 = ' CoordSys=GLOBAL AxisDir=X GridID=C XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line15 = ' CoordSys=GLOBAL AxisDir=Y GridID=1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=Start'
line16 = ' CoordSys=GLOBAL AxisDir=Z GridID=Z1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line17 = ' CoordSys=GLOBAL AxisDir=Z GridID=Z2 XRYZCoord=3 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line18 = ' CoordSys=GLOBAL AxisDir=Z GridID=Z3 XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line19 = 'TABLE: "MATERIAL PROPERTIES 01 - GENERAL"'
line20 = " Material=4000Psi Type=Concrete Grade="f'c 4000 psi" SymType=Isotropic TempDepend=No Color=Green GUID=b0920fc0-a39b-46e4-a096-037f0f0739a7 Notes="Customary f'c 4000 psi 01/02/2024 20:13:33""
line21 = ' Material=A416Gr270 Type=Tendon Grade="Grade 270" SymType=Uniaxial TempDepend=No Color=Cyan GUID=d02be965-452b-41cb-8cdb-2b3b29b19d11 Notes="ASTM A416 Grade 270 01/02/2024 20:40:51"'
line22 = ' Material=BJ-37 Type=Steel Grade="Grade 50" SymType=Isotropic TempDepend=No Color=Magenta Notes="ASTM A992 Grade 50 01/02/2024 20:03:34"'
line23 = 'TABLE: "MATERIAL PROPERTIES 02 - BASIC MECHANICAL PROPERTIES"'
line24 = ' Material=4000Psi UnitWeight=23,5631216161854 UnitMass=2,40276960558926 E1=24855578,0600518 G12=10356490,8583549 U12=0,2 A1=9,89999952793124E-06'
line25 = ' Material=A416Gr270 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=196500599,8512 A1=1,16999994421006E-05'
line26 = ' Material=BJ-37 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=199947978,795958 G12=76903068,7676762 U12=0,3 A1=1,16999994421006E-05'
line27 = 'TABLE: "MATERIAL PROPERTIES 03A - STEEL DATA"'
line28 = ' Material=BJ-37 Fy=335000 Fu=335000 EffFy=335000 EffFu=335000 SSCurveOpt=Simple SSHysType=Kinematic SHard=0,015 SMax=0,11 SRup=0,17 FinalSlope=-0,1 CoupModType="Von Mises"'
line29 = 'TABLE: "MATERIAL PROPERTIES 06 - DAMPING PARAMETERS"'
line30 = ' Material=4000Psi ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line31 = ' Material=A416Gr270 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line32 = ' Material=BJ-37 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line33 = 'TABLE: "MATERIAL PROPERTIES 09 - ACCEPTANCE CRITERIA"'
line34 = ' Material=4000Psi IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,003 LSComp=-0,006 CPComp=-0,015 IgnoreTens=Yes'
line35 = ' Material=A416Gr270 IOTens=0,015 LSTens=0,023 CPTens=0,03 IOComp=-0,015 LSComp=-0,023 CPComp=-0,03'
line36 = ' Material=BJ-37 IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,005 LSComp=-0,01 CPComp=-0,02'
line37 = 'TABLE: "FRAME SECTION PROPERTIES 01 - GENERAL"'
line38 = ' SectionName=BigWF Material=BJ-37 Shape="I/Wide Flange" t3=0,75 t2=0,5 tf=0,05 tw=0,04 t2b=0,5 tfb=0,05 FilletRadius=0 Area=0,076 TorsConst=5,23707333333334E-05 I33=0,00705083333333333 I22=0,00104513333333333 _'
line39 = ' I23=0 AS2=0,03 AS3=0,0416666666666667 S33Top=0,0188022222222222 S33Bot=0,0188022222222222 S22Left=0,00418053333333333 S22Right=0,00418053333333333 Z33=0,021725 Z22=0,00651 R33=0,304588448249466 _'
line40 = ' R22=0,117267874483871 CGOffset3=0 CGOffset2=0 EccV2=0 EccV3=0 Cw=0,000127604166666667 ConcCol=No ConcBeam=No Color=Blue TotalWt=0 TotalMass=0 FromFile=No AMod=1 A2Mod=1 A3Mod=1 JMod=1 I2Mod=1 _'
line41 = ' I3Mod=1 MMod=1 WMod=1'
combine1 = "File D:\\MAGISTER\\KULIAH\\TESIS\\Model%c.s2k was saved on m/d/yy at h:mm:ss\n\nTABLE: "PROGRAM CONTROL"\n ProgramName=SAP2000 Version=25.0.0 ProgLevel=Ultimate LicenseNum=3010*1D6KZBK478DMQCT LicenseOS=Yes LicenseSC=Yes LicenseHT=No CurrUnits="KN, m, C" SteelCode="AISC 360-10" ConcCode="ACI 318-19" AlumCode="AA 2015" _\n ColdCode=AISI-16 RegenHinge=Yes\n\nTABLE: "ACTIVE DEGREES OF FREEDOM"\n UX=Yes UY=No UZ=Yes RX=No RY=Yes RZ=No\n\nTABLE: "ANALYSIS OPTIONS"\n Solver=Advanced SolverProc=Auto Force32Bit=No StiffCase=None GeomMod=None HingeOpt="In Elements" NumAThreads=0 MaxFileSize=0 NumDThreads=0 NumRThreads=0 UseMMFiles="Program Determined" AllowDiff=No\n\nTABLE: "COORDINATE SYSTEMS"\n Name=GLOBAL Type=Cartesian X=0 Y=0 Z=0 AboutZ=0 AboutY=0 AboutX=0\n\nTABLE: "GRID LINES"\n CoordSys=GLOBAL AxisDir=X GridID=A XRYZCoord=-6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End AllVisible=Yes BubbleSize=1,5\n CoordSys=GLOBAL AxisDir=X GridID=B XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=X GridID=C XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Y GridID=1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=Start\n CoordSys=GLOBAL AxisDir=Z GridID=Z1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z2 XRYZCoord=3 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z3 XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n\nTABLE: "MATERIAL PROPERTIES 01 - GENERAL"\n Material=4000Psi Type=Concrete Grade="f'c 4000 psi" SymType=Isotropic TempDepend=No Color=Green GUID=b0920fc0-a39b-46e4-a096-037f0f0739a7 Notes="Customary f'c 4000 psi 01/02/2024 20:13:33"\n Material=A416Gr270 Type=Tendon Grade="Grade 270" SymType=Uniaxial TempDepend=No Color=Cyan GUID=d02be965-452b-41cb-8cdb-2b3b29b19d11 Notes="ASTM A416 Grade 270 01/02/2024 20:40:51"\n Material=BJ-37 Type=Steel Grade="Grade 50" SymType=Isotropic TempDepend=No Color=Magenta Notes="ASTM A992 Grade 50 01/02/2024 20:03:34"\n\nTABLE: "MATERIAL PROPERTIES 02 - BASIC MECHANICAL PROPERTIES"\n Material=4000Psi UnitWeight=23,5631216161854 UnitMass=2,40276960558926 E1=24855578,0600518 G12=10356490,8583549 U12=0,2 A1=9,89999952793124E-06\n Material=A416Gr270 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=196500599,8512 A1=1,16999994421006E-05\n Material=BJ-37 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=199947978,795958 G12=76903068,7676762 U12=0,3 A1=1,16999994421006E-05\n\nTABLE: "MATERIAL PROPERTIES 03A - STEEL DATA"\n Material=BJ-37 Fy=335000 Fu=335000 EffFy=335000 EffFu=335000 SSCurveOpt=Simple SSHysType=Kinematic SHard=0,015 SMax=0,11 SRup=0,17 FinalSlope=-0,1 CoupModType="Von Mises"\n\nTABLE: "MATERIAL PROPERTIES 06 - DAMPING PARAMETERS"\n Material=4000Psi ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=A416Gr270 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=BJ-37 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n\nTABLE: "MATERIAL PROPERTIES 09 - ACCEPTANCE CRITERIA"\n Material=4000Psi IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,003 LSComp=-0,006 CPComp=-0,015 IgnoreTens=Yes\n Material=A416Gr270 IOTens=0,015 LSTens=0,023 CPTens=0,03 IOComp=-0,015 LSComp=-0,023 CPComp=-0,03\n Material=BJ-37 IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,005 LSComp=-0,01 CPComp=-0,02"
combine2 = "File D:\\MAGISTER\\KULIAH\\TESIS\\Model%c.s2k was saved on m/d/yy at h:mm:ss\n\nTABLE: "PROGRAM CONTROL"\n ProgramName=SAP2000 Version=25.0.0 ProgLevel=Ultimate LicenseNum=3010*1D6KZBK478DMQCT LicenseOS=Yes LicenseSC=Yes LicenseHT=No CurrUnits="KN, m, C" SteelCode="AISC 360-10" ConcCode="ACI 318-19" AlumCode="AA 2015" _\n ColdCode=AISI-16 RegenHinge=Yes\n\nTABLE: "ACTIVE DEGREES OF FREEDOM"\n UX=Yes UY=No UZ=Yes RX=No RY=Yes RZ=No\n\nTABLE: "ANALYSIS OPTIONS"\n Solver=Advanced SolverProc=Auto Force32Bit=No StiffCase=None GeomMod=None HingeOpt="In Elements" NumAThreads=0 MaxFileSize=0 NumDThreads=0 NumRThreads=0 UseMMFiles="Program Determined" AllowDiff=No\n\nTABLE: "COORDINATE SYSTEMS"\n Name=GLOBAL Type=Cartesian X=0 Y=0 Z=0 AboutZ=0 AboutY=0 AboutX=0\n\nTABLE: "GRID LINES"\n CoordSys=GLOBAL AxisDir=X GridID=A XRYZCoord=-6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End AllVisible=Yes BubbleSize=1,5\n CoordSys=GLOBAL AxisDir=X GridID=B XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=X GridID=C XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Y GridID=1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=Start\n CoordSys=GLOBAL AxisDir=Z GridID=Z1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z2 XRYZCoord=3 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z3 XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n\nTABLE: "MATERIAL PROPERTIES 01 - GENERAL"\n Material=4000Psi Type=Concrete Grade="f'c 4000 psi" SymType=Isotropic TempDepend=No Color=Green GUID=b0920fc0-a39b-46e4-a096-037f0f0739a7 Notes="Customary f'c 4000 psi 01/02/2024 20:13:33"\n Material=A416Gr270 Type=Tendon Grade="Grade 270" SymType=Uniaxial TempDepend=No Color=Cyan GUID=d02be965-452b-41cb-8cdb-2b3b29b19d11 Notes="ASTM A416 Grade 270 01/02/2024 20:40:51"\n Material=BJ-37 Type=Steel Grade="Grade 50" SymType=Isotropic TempDepend=No Color=Magenta Notes="ASTM A992 Grade 50 01/02/2024 20:03:34"\n\nTABLE: "MATERIAL PROPERTIES 02 - BASIC MECHANICAL PROPERTIES"\n Material=4000Psi UnitWeight=23,5631216161854 UnitMass=2,40276960558926 E1=24855578,0600518 G12=10356490,8583549 U12=0,2 A1=9,89999952793124E-06\n Material=A416Gr270 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=196500599,8512 A1=1,16999994421006E-05\n Material=BJ-37 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=199947978,795958 G12=76903068,7676762 U12=0,3 A1=1,16999994421006E-05\n\nTABLE: "MATERIAL PROPERTIES 03A - STEEL DATA"\n Material=BJ-37 Fy=335000 Fu=335000 EffFy=335000 EffFu=335000 SSCurveOpt=Simple SSHysType=Kinematic SHard=0,015 SMax=0,11 SRup=0,17 FinalSlope=-0,1 CoupModType="Von Mises"\n\nTABLE: "MATERIAL PROPERTIES 06 - DAMPING PARAMETERS"\n Material=4000Psi ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=A416Gr270 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=BJ-37 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n\nTABLE: "MATERIAL PROPERTIES 09 - ACCEPTANCE CRITERIA"\n Material=4000Psi IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,003 LSComp=-0,006 CPComp=-0,015 IgnoreTens=Yes\n Material=A416Gr270 IOTens=0,015 LSTens=0,023 CPTens=0,03 IOComp=-0,015 LSComp=-0,023 CPComp=-0,03\n Material=BJ-37 IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,005 LSComp=-0,01 CPComp=-0,02\n\nTABLE: "FRAME SECTION PROPERTIES 01 - GENERAL"\n SectionName=BigWF Material=BJ-37 Shape="I/Wide Flange" t3=0,75 t2=0,5 tf=0,05 tw=0,04 t2b=0,5 tfb=0,05 FilletRadius=0 Area=0,076 TorsConst=5,23707333333334E-05 I33=0,00705083333333333 I22=0,00104513333333333 _\n I23=0 AS2=0,03 AS3=0,0416666666666667 S33Top=0,0188022222222222 S33Bot=0,0188022222222222 S22Left=0,00418053333333333 S22Right=0,00418053333333333 Z33=0,021725 Z22=0,00651 R33=0,304588448249466 _\n R22=0,117267874483871 CGOffset3=0 CGOffset2=0 EccV2=0 EccV3=0 Cw=0,000127604166666667 ConcCol=No ConcBeam=No Color=Blue TotalWt=0 TotalMass=0 FromFile=No AMod=1 A2Mod=1 A3Mod=1 JMod=1 I2Mod=1 _\n I3Mod=1 MMod=1 WMod=1"
newline = '\n\n'
spacing = '\n'
line1 = 'File D:\\MAGISTER\\KULIAH\\TESIS\\Model%c.s2k was saved on m/d/yy at h:mm:ss'
line2 = 'TABLE: "PROGRAM CONTROL"'
line3 = ' ProgramName=SAP2000 Version=25.0.0 ProgLevel=Ultimate LicenseNum=3010*1D6KZBK478DMQCT LicenseOS=Yes LicenseSC=Yes LicenseHT=No CurrUnits="KN, m, C" SteelCode="AISC 360-10" ConcCode="ACI 318-19" AlumCode="AA 2015" _'
line4 = ' ColdCode=AISI-16 RegenHinge=Yes'
line5 = 'TABLE: "ACTIVE DEGREES OF FREEDOM"'
line6 = ' UX=Yes UY=No UZ=Yes RX=No RY=Yes RZ=No'
line7 = 'TABLE: "ANALYSIS OPTIONS"'
line8 = ' Solver=Advanced SolverProc=Auto Force32Bit=No StiffCase=None GeomMod=None HingeOpt="In Elements" NumAThreads=0 MaxFileSize=0 NumDThreads=0 NumRThreads=0 UseMMFiles="Program Determined" AllowDiff=No'
line9 = 'TABLE: "COORDINATE SYSTEMS"'
line10 = ' Name=GLOBAL Type=Cartesian X=0 Y=0 Z=0 AboutZ=0 AboutY=0 AboutX=0'
line11 = 'TABLE: "GRID LINES"'
line12 = ' CoordSys=GLOBAL AxisDir=X GridID=A XRYZCoord=-6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End AllVisible=Yes BubbleSize=1,5'
line13 = ' CoordSys=GLOBAL AxisDir=X GridID=B XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line14 = ' CoordSys=GLOBAL AxisDir=X GridID=C XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line15 = ' CoordSys=GLOBAL AxisDir=Y GridID=1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=Start'
line16 = ' CoordSys=GLOBAL AxisDir=Z GridID=Z1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line17 = ' CoordSys=GLOBAL AxisDir=Z GridID=Z2 XRYZCoord=3 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line18 = ' CoordSys=GLOBAL AxisDir=Z GridID=Z3 XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line19 = 'TABLE: "MATERIAL PROPERTIES 01 - GENERAL"'
line20 = " Material=4000Psi Type=Concrete Grade="f'c 4000 psi" SymType=Isotropic TempDepend=No Color=Green GUID=b0920fc0-a39b-46e4-a096-037f0f0739a7 Notes="Customary f'c 4000 psi 01/02/2024 20:13:33""
line21 = ' Material=A416Gr270 Type=Tendon Grade="Grade 270" SymType=Uniaxial TempDepend=No Color=Cyan GUID=d02be965-452b-41cb-8cdb-2b3b29b19d11 Notes="ASTM A416 Grade 270 01/02/2024 20:40:51"'
line22 = ' Material=BJ-37 Type=Steel Grade="Grade 50" SymType=Isotropic TempDepend=No Color=Magenta Notes="ASTM A992 Grade 50 01/02/2024 20:03:34"'
line23 = 'TABLE: "MATERIAL PROPERTIES 02 - BASIC MECHANICAL PROPERTIES"'
line24 = ' Material=4000Psi UnitWeight=23,5631216161854 UnitMass=2,40276960558926 E1=24855578,0600518 G12=10356490,8583549 U12=0,2 A1=9,89999952793124E-06'
line25 = ' Material=A416Gr270 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=196500599,8512 A1=1,16999994421006E-05'
line26 = ' Material=BJ-37 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=199947978,795958 G12=76903068,7676762 U12=0,3 A1=1,16999994421006E-05'
line27 = 'TABLE: "MATERIAL PROPERTIES 03A - STEEL DATA"'
line28 = ' Material=BJ-37 Fy=435000 Fu=435000 EffFy=435000 EffFu=435000 SSCurveOpt=Simple SSHysType=Kinematic SHard=0,015 SMax=0,11 SRup=0,17 FinalSlope=-0,1 CoupModType="Von Mises"'
line29 = 'TABLE: "MATERIAL PROPERTIES 06 - DAMPING PARAMETERS"'
line30 = ' Material=4000Psi ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line31 = ' Material=A416Gr270 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line32 = ' Material=BJ-37 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line33 = 'TABLE: "MATERIAL PROPERTIES 09 - ACCEPTANCE CRITERIA"'
line34 = ' Material=4000Psi IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,003 LSComp=-0,006 CPComp=-0,015 IgnoreTens=Yes'
line35 = ' Material=A416Gr270 IOTens=0,015 LSTens=0,023 CPTens=0,03 IOComp=-0,015 LSComp=-0,023 CPComp=-0,03'
line36 = ' Material=BJ-37 IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,005 LSComp=-0,01 CPComp=-0,02'
line37 = 'TABLE: "FRAME SECTION PROPERTIES 01 - GENERAL"'
line38 = ' SectionName=BigWF Material=BJ-37 Shape="I/Wide Flange" t3=0,75 t2=0,5 tf=0,05 tw=0,04 t2b=0,5 tfb=0,05 FilletRadius=0 Area=0,076 TorsConst=5,23707333333334E-05 I33=0,00705083333333333 I22=0,00104513333333333 _'
line39 = ' I23=0 AS2=0,03 AS3=0,0416666666666667 S33Top=0,0188022222222222 S33Bot=0,0188022222222222 S22Left=0,00418053333333333 S22Right=0,00418053333333333 Z33=0,021725 Z22=0,00651 R33=0,304588448249466 _'
line40 = ' R22=0,117267874483871 CGOffset3=0 CGOffset2=0 EccV2=0 EccV3=0 Cw=0,000127604166666667 ConcCol=No ConcBeam=No Color=Blue TotalWt=0 TotalMass=0 FromFile=No AMod=1 A2Mod=1 A3Mod=1 JMod=1 I2Mod=1 _'
line41 = ' I3Mod=1 MMod=1 WMod=1'
combine1 = "File D:\\MAGISTER\\KULIAH\\TESIS\\Model%c.s2k was saved on m/d/yy at h:mm:ss\n\nTABLE: "PROGRAM CONTROL"\n ProgramName=SAP2000 Version=25.0.0 ProgLevel=Ultimate LicenseNum=3010*1D6KZBK478DMQCT LicenseOS=Yes LicenseSC=Yes LicenseHT=No CurrUnits="KN, m, C" SteelCode="AISC 360-10" ConcCode="ACI 318-19" AlumCode="AA 2015" _\n ColdCode=AISI-16 RegenHinge=Yes\n\nTABLE: "ACTIVE DEGREES OF FREEDOM"\n UX=Yes UY=No UZ=Yes RX=No RY=Yes RZ=No\n\nTABLE: "ANALYSIS OPTIONS"\n Solver=Advanced SolverProc=Auto Force32Bit=No StiffCase=None GeomMod=None HingeOpt="In Elements" NumAThreads=0 MaxFileSize=0 NumDThreads=0 NumRThreads=0 UseMMFiles="Program Determined" AllowDiff=No\n\nTABLE: "COORDINATE SYSTEMS"\n Name=GLOBAL Type=Cartesian X=0 Y=0 Z=0 AboutZ=0 AboutY=0 AboutX=0\n\nTABLE: "GRID LINES"\n CoordSys=GLOBAL AxisDir=X GridID=A XRYZCoord=-6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End AllVisible=Yes BubbleSize=1,5\n CoordSys=GLOBAL AxisDir=X GridID=B XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=X GridID=C XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Y GridID=1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=Start\n CoordSys=GLOBAL AxisDir=Z GridID=Z1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z2 XRYZCoord=3 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z3 XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n\nTABLE: "MATERIAL PROPERTIES 01 - GENERAL"\n Material=4000Psi Type=Concrete Grade="f'c 4000 psi" SymType=Isotropic TempDepend=No Color=Green GUID=b0920fc0-a39b-46e4-a096-037f0f0739a7 Notes="Customary f'c 4000 psi 01/02/2024 20:13:33"\n Material=A416Gr270 Type=Tendon Grade="Grade 270" SymType=Uniaxial TempDepend=No Color=Cyan GUID=d02be965-452b-41cb-8cdb-2b3b29b19d11 Notes="ASTM A416 Grade 270 01/02/2024 20:40:51"\n Material=BJ-37 Type=Steel Grade="Grade 50" SymType=Isotropic TempDepend=No Color=Magenta Notes="ASTM A992 Grade 50 01/02/2024 20:03:34"\n\nTABLE: "MATERIAL PROPERTIES 02 - BASIC MECHANICAL PROPERTIES"\n Material=4000Psi UnitWeight=23,5631216161854 UnitMass=2,40276960558926 E1=24855578,0600518 G12=10356490,8583549 U12=0,2 A1=9,89999952793124E-06\n Material=A416Gr270 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=196500599,8512 A1=1,16999994421006E-05\n Material=BJ-37 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=199947978,795958 G12=76903068,7676762 U12=0,3 A1=1,16999994421006E-05\n\nTABLE: "MATERIAL PROPERTIES 03A - STEEL DATA"\n Material=BJ-37 Fy=435000 Fu=435000 EffFy=435000 EffFu=435000 SSCurveOpt=Simple SSHysType=Kinematic SHard=0,015 SMax=0,11 SRup=0,17 FinalSlope=-0,1 CoupModType="Von Mises"\n\nTABLE: "MATERIAL PROPERTIES 06 - DAMPING PARAMETERS"\n Material=4000Psi ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=A416Gr270 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=BJ-37 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n\nTABLE: "MATERIAL PROPERTIES 09 - ACCEPTANCE CRITERIA"\n Material=4000Psi IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,003 LSComp=-0,006 CPComp=-0,015 IgnoreTens=Yes\n Material=A416Gr270 IOTens=0,015 LSTens=0,023 CPTens=0,03 IOComp=-0,015 LSComp=-0,023 CPComp=-0,03\n Material=BJ-37 IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,005 LSComp=-0,01 CPComp=-0,02"
combine2 = "File D:\\MAGISTER\\KULIAH\\TESIS\\Model%c.s2k was saved on m/d/yy at h:mm:ss\n\nTABLE: "PROGRAM CONTROL"\n ProgramName=SAP2000 Version=25.0.0 ProgLevel=Ultimate LicenseNum=3010*1D6KZBK478DMQCT LicenseOS=Yes LicenseSC=Yes LicenseHT=No CurrUnits="KN, m, C" SteelCode="AISC 360-10" ConcCode="ACI 318-19" AlumCode="AA 2015" _\n ColdCode=AISI-16 RegenHinge=Yes\n\nTABLE: "ACTIVE DEGREES OF FREEDOM"\n UX=Yes UY=No UZ=Yes RX=No RY=Yes RZ=No\n\nTABLE: "ANALYSIS OPTIONS"\n Solver=Advanced SolverProc=Auto Force32Bit=No StiffCase=None GeomMod=None HingeOpt="In Elements" NumAThreads=0 MaxFileSize=0 NumDThreads=0 NumRThreads=0 UseMMFiles="Program Determined" AllowDiff=No\n\nTABLE: "COORDINATE SYSTEMS"\n Name=GLOBAL Type=Cartesian X=0 Y=0 Z=0 AboutZ=0 AboutY=0 AboutX=0\n\nTABLE: "GRID LINES"\n CoordSys=GLOBAL AxisDir=X GridID=A XRYZCoord=-6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End AllVisible=Yes BubbleSize=1,5\n CoordSys=GLOBAL AxisDir=X GridID=B XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=X GridID=C XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Y GridID=1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=Start\n CoordSys=GLOBAL AxisDir=Z GridID=Z1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z2 XRYZCoord=3 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z3 XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n\nTABLE: "MATERIAL PROPERTIES 01 - GENERAL"\n Material=4000Psi Type=Concrete Grade="f'c 4000 psi" SymType=Isotropic TempDepend=No Color=Green GUID=b0920fc0-a39b-46e4-a096-037f0f0739a7 Notes="Customary f'c 4000 psi 01/02/2024 20:13:33"\n Material=A416Gr270 Type=Tendon Grade="Grade 270" SymType=Uniaxial TempDepend=No Color=Cyan GUID=d02be965-452b-41cb-8cdb-2b3b29b19d11 Notes="ASTM A416 Grade 270 01/02/2024 20:40:51"\n Material=BJ-37 Type=Steel Grade="Grade 50" SymType=Isotropic TempDepend=No Color=Magenta Notes="ASTM A992 Grade 50 01/02/2024 20:03:34"\n\nTABLE: "MATERIAL PROPERTIES 02 - BASIC MECHANICAL PROPERTIES"\n Material=4000Psi UnitWeight=23,5631216161854 UnitMass=2,40276960558926 E1=24855578,0600518 G12=10356490,8583549 U12=0,2 A1=9,89999952793124E-06\n Material=A416Gr270 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=196500599,8512 A1=1,16999994421006E-05\n Material=BJ-37 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=199947978,795958 G12=76903068,7676762 U12=0,3 A1=1,16999994421006E-05\n\nTABLE: "MATERIAL PROPERTIES 03A - STEEL DATA"\n Material=BJ-37 Fy=435000 Fu=435000 EffFy=435000 EffFu=435000 SSCurveOpt=Simple SSHysType=Kinematic SHard=0,015 SMax=0,11 SRup=0,17 FinalSlope=-0,1 CoupModType="Von Mises"\n\nTABLE: "MATERIAL PROPERTIES 06 - DAMPING PARAMETERS"\n Material=4000Psi ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=A416Gr270 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=BJ-37 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n\nTABLE: "MATERIAL PROPERTIES 09 - ACCEPTANCE CRITERIA"\n Material=4000Psi IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,003 LSComp=-0,006 CPComp=-0,015 IgnoreTens=Yes\n Material=A416Gr270 IOTens=0,015 LSTens=0,023 CPTens=0,03 IOComp=-0,015 LSComp=-0,023 CPComp=-0,03\n Material=BJ-37 IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,005 LSComp=-0,01 CPComp=-0,02\n\nTABLE: "FRAME SECTION PROPERTIES 01 - GENERAL"\n SectionName=BigWF Material=BJ-37 Shape="I/Wide Flange" t3=0,75 t2=0,5 tf=0,05 tw=0,04 t2b=0,5 tfb=0,05 FilletRadius=0 Area=0,076 TorsConst=5,23707333333334E-05 I33=0,00705083333333333 I22=0,00104513333333333 _\n I23=0 AS2=0,03 AS3=0,0416666666666667 S33Top=0,0188022222222222 S33Bot=0,0188022222222222 S22Left=0,00418053333333333 S22Right=0,00418053333333333 Z33=0,021725 Z22=0,00651 R33=0,304588448249466 _\n R22=0,117267874483871 CGOffset3=0 CGOffset2=0 EccV2=0 EccV3=0 Cw=0,000127604166666667 ConcCol=No ConcBeam=No Color=Blue TotalWt=0 TotalMass=0 FromFile=No AMod=1 A2Mod=1 A3Mod=1 JMod=1 I2Mod=1 _\n I3Mod=1 MMod=1 WMod=1"
newline = '\n\n'
spacing = '\n'
line1 = 'File D:\\MAGISTER\\KULIAH\\TESIS\\Model%c.s2k was saved on m/d/yy at h:mm:ss'
line2 = 'TABLE: "PROGRAM CONTROL"'
line3 = ' ProgramName=SAP2000 Version=25.0.0 ProgLevel=Ultimate LicenseNum=3010*1D6KZBK478DMQCT LicenseOS=Yes LicenseSC=Yes LicenseHT=No CurrUnits="KN, m, C" SteelCode="AISC 360-10" ConcCode="ACI 318-19" AlumCode="AA 2015" _'
line4 = ' ColdCode=AISI-16 RegenHinge=Yes'
line5 = 'TABLE: "ACTIVE DEGREES OF FREEDOM"'
line6 = ' UX=Yes UY=No UZ=Yes RX=No RY=Yes RZ=No'
line7 = 'TABLE: "ANALYSIS OPTIONS"'
line8 = ' Solver=Advanced SolverProc=Auto Force32Bit=No StiffCase=None GeomMod=None HingeOpt="In Elements" NumAThreads=0 MaxFileSize=0 NumDThreads=0 NumRThreads=0 UseMMFiles="Program Determined" AllowDiff=No'
line9 = 'TABLE: "COORDINATE SYSTEMS"'
line10 = ' Name=GLOBAL Type=Cartesian X=0 Y=0 Z=0 AboutZ=0 AboutY=0 AboutX=0'
line11 = 'TABLE: "GRID LINES"'
line12 = ' CoordSys=GLOBAL AxisDir=X GridID=A XRYZCoord=-6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End AllVisible=Yes BubbleSize=1,5'
line13 = ' CoordSys=GLOBAL AxisDir=X GridID=B XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line14 = ' CoordSys=GLOBAL AxisDir=X GridID=C XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line15 = ' CoordSys=GLOBAL AxisDir=Y GridID=1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=Start'
line16 = ' CoordSys=GLOBAL AxisDir=Z GridID=Z1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line17 = ' CoordSys=GLOBAL AxisDir=Z GridID=Z2 XRYZCoord=3 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line18 = ' CoordSys=GLOBAL AxisDir=Z GridID=Z3 XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line19 = 'TABLE: "MATERIAL PROPERTIES 01 - GENERAL"'
line20 = " Material=4000Psi Type=Concrete Grade="f'c 4000 psi" SymType=Isotropic TempDepend=No Color=Green GUID=b0920fc0-a39b-46e4-a096-037f0f0739a7 Notes="Customary f'c 4000 psi 01/02/2024 20:13:33""
line21 = ' Material=A416Gr270 Type=Tendon Grade="Grade 270" SymType=Uniaxial TempDepend=No Color=Cyan GUID=d02be965-452b-41cb-8cdb-2b3b29b19d11 Notes="ASTM A416 Grade 270 01/02/2024 20:40:51"'
line22 = ' Material=BJ-37 Type=Steel Grade="Grade 50" SymType=Isotropic TempDepend=No Color=Magenta Notes="ASTM A992 Grade 50 01/02/2024 20:03:34"'
line23 = 'TABLE: "MATERIAL PROPERTIES 02 - BASIC MECHANICAL PROPERTIES"'
line24 = ' Material=4000Psi UnitWeight=23,5631216161854 UnitMass=2,40276960558926 E1=24855578,0600518 G12=10356490,8583549 U12=0,2 A1=9,89999952793124E-06'
line25 = ' Material=A416Gr270 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=196500599,8512 A1=1,16999994421006E-05'
line26 = ' Material=BJ-37 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=199947978,795958 G12=76903068,7676762 U12=0,3 A1=1,16999994421006E-05'
line27 = 'TABLE: "MATERIAL PROPERTIES 03A - STEEL DATA"'
line28 = ' Material=BJ-37 Fy=535000 Fu=535000 EffFy=535000 EffFu=535000 SSCurveOpt=Simple SSHysType=Kinematic SHard=0,015 SMax=0,11 SRup=0,17 FinalSlope=-0,1 CoupModType="Von Mises"'
line29 = 'TABLE: "MATERIAL PROPERTIES 06 - DAMPING PARAMETERS"'
line30 = ' Material=4000Psi ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line31 = ' Material=A416Gr270 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line32 = ' Material=BJ-37 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line33 = 'TABLE: "MATERIAL PROPERTIES 09 - ACCEPTANCE CRITERIA"'
line34 = ' Material=4000Psi IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,003 LSComp=-0,006 CPComp=-0,015 IgnoreTens=Yes'
line35 = ' Material=A416Gr270 IOTens=0,015 LSTens=0,023 CPTens=0,03 IOComp=-0,015 LSComp=-0,023 CPComp=-0,03'
line36 = ' Material=BJ-37 IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,005 LSComp=-0,01 CPComp=-0,02'
line37 = 'TABLE: "FRAME SECTION PROPERTIES 01 - GENERAL"'
line38 = ' SectionName=BigWF Material=BJ-37 Shape="I/Wide Flange" t3=0,75 t2=0,5 tf=0,05 tw=0,04 t2b=0,5 tfb=0,05 FilletRadius=0 Area=0,076 TorsConst=5,23707333333334E-05 I33=0,00705083333333333 I22=0,00104513333333333 _'
line39 = ' I23=0 AS2=0,03 AS3=0,0416666666666667 S33Top=0,0188022222222222 S33Bot=0,0188022222222222 S22Left=0,00418053333333333 S22Right=0,00418053333333333 Z33=0,021725 Z22=0,00651 R33=0,304588448249466 _'
line40 = ' R22=0,117267874483871 CGOffset3=0 CGOffset2=0 EccV2=0 EccV3=0 Cw=0,000127604166666667 ConcCol=No ConcBeam=No Color=Blue TotalWt=0 TotalMass=0 FromFile=No AMod=1 A2Mod=1 A3Mod=1 JMod=1 I2Mod=1 _'
line41 = ' I3Mod=1 MMod=1 WMod=1'
combine1 = "File D:\\MAGISTER\\KULIAH\\TESIS\\Model%c.s2k was saved on m/d/yy at h:mm:ss\n\nTABLE: "PROGRAM CONTROL"\n ProgramName=SAP2000 Version=25.0.0 ProgLevel=Ultimate LicenseNum=3010*1D6KZBK478DMQCT LicenseOS=Yes LicenseSC=Yes LicenseHT=No CurrUnits="KN, m, C" SteelCode="AISC 360-10" ConcCode="ACI 318-19" AlumCode="AA 2015" _\n ColdCode=AISI-16 RegenHinge=Yes\n\nTABLE: "ACTIVE DEGREES OF FREEDOM"\n UX=Yes UY=No UZ=Yes RX=No RY=Yes RZ=No\n\nTABLE: "ANALYSIS OPTIONS"\n Solver=Advanced SolverProc=Auto Force32Bit=No StiffCase=None GeomMod=None HingeOpt="In Elements" NumAThreads=0 MaxFileSize=0 NumDThreads=0 NumRThreads=0 UseMMFiles="Program Determined" AllowDiff=No\n\nTABLE: "COORDINATE SYSTEMS"\n Name=GLOBAL Type=Cartesian X=0 Y=0 Z=0 AboutZ=0 AboutY=0 AboutX=0\n\nTABLE: "GRID LINES"\n CoordSys=GLOBAL AxisDir=X GridID=A XRYZCoord=-6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End AllVisible=Yes BubbleSize=1,5\n CoordSys=GLOBAL AxisDir=X GridID=B XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=X GridID=C XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Y GridID=1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=Start\n CoordSys=GLOBAL AxisDir=Z GridID=Z1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z2 XRYZCoord=3 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z3 XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n\nTABLE: "MATERIAL PROPERTIES 01 - GENERAL"\n Material=4000Psi Type=Concrete Grade="f'c 4000 psi" SymType=Isotropic TempDepend=No Color=Green GUID=b0920fc0-a39b-46e4-a096-037f0f0739a7 Notes="Customary f'c 4000 psi 01/02/2024 20:13:33"\n Material=A416Gr270 Type=Tendon Grade="Grade 270" SymType=Uniaxial TempDepend=No Color=Cyan GUID=d02be965-452b-41cb-8cdb-2b3b29b19d11 Notes="ASTM A416 Grade 270 01/02/2024 20:40:51"\n Material=BJ-37 Type=Steel Grade="Grade 50" SymType=Isotropic TempDepend=No Color=Magenta Notes="ASTM A992 Grade 50 01/02/2024 20:03:34"\n\nTABLE: "MATERIAL PROPERTIES 02 - BASIC MECHANICAL PROPERTIES"\n Material=4000Psi UnitWeight=23,5631216161854 UnitMass=2,40276960558926 E1=24855578,0600518 G12=10356490,8583549 U12=0,2 A1=9,89999952793124E-06\n Material=A416Gr270 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=196500599,8512 A1=1,16999994421006E-05\n Material=BJ-37 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=199947978,795958 G12=76903068,7676762 U12=0,3 A1=1,16999994421006E-05\n\nTABLE: "MATERIAL PROPERTIES 03A - STEEL DATA"\n Material=BJ-37 Fy=535000 Fu=535000 EffFy=535000 EffFu=535000 SSCurveOpt=Simple SSHysType=Kinematic SHard=0,015 SMax=0,11 SRup=0,17 FinalSlope=-0,1 CoupModType="Von Mises"\n\nTABLE: "MATERIAL PROPERTIES 06 - DAMPING PARAMETERS"\n Material=4000Psi ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=A416Gr270 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=BJ-37 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n\nTABLE: "MATERIAL PROPERTIES 09 - ACCEPTANCE CRITERIA"\n Material=4000Psi IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,003 LSComp=-0,006 CPComp=-0,015 IgnoreTens=Yes\n Material=A416Gr270 IOTens=0,015 LSTens=0,023 CPTens=0,03 IOComp=-0,015 LSComp=-0,023 CPComp=-0,03\n Material=BJ-37 IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,005 LSComp=-0,01 CPComp=-0,02"
combine2 = "File D:\\MAGISTER\\KULIAH\\TESIS\\Model%c.s2k was saved on m/d/yy at h:mm:ss\n\nTABLE: "PROGRAM CONTROL"\n ProgramName=SAP2000 Version=25.0.0 ProgLevel=Ultimate LicenseNum=3010*1D6KZBK478DMQCT LicenseOS=Yes LicenseSC=Yes LicenseHT=No CurrUnits="KN, m, C" SteelCode="AISC 360-10" ConcCode="ACI 318-19" AlumCode="AA 2015" _\n ColdCode=AISI-16 RegenHinge=Yes\n\nTABLE: "ACTIVE DEGREES OF FREEDOM"\n UX=Yes UY=No UZ=Yes RX=No RY=Yes RZ=No\n\nTABLE: "ANALYSIS OPTIONS"\n Solver=Advanced SolverProc=Auto Force32Bit=No StiffCase=None GeomMod=None HingeOpt="In Elements" NumAThreads=0 MaxFileSize=0 NumDThreads=0 NumRThreads=0 UseMMFiles="Program Determined" AllowDiff=No\n\nTABLE: "COORDINATE SYSTEMS"\n Name=GLOBAL Type=Cartesian X=0 Y=0 Z=0 AboutZ=0 AboutY=0 AboutX=0\n\nTABLE: "GRID LINES"\n CoordSys=GLOBAL AxisDir=X GridID=A XRYZCoord=-6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End AllVisible=Yes BubbleSize=1,5\n CoordSys=GLOBAL AxisDir=X GridID=B XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=X GridID=C XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Y GridID=1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=Start\n CoordSys=GLOBAL AxisDir=Z GridID=Z1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z2 XRYZCoord=3 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z3 XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n\nTABLE: "MATERIAL PROPERTIES 01 - GENERAL"\n Material=4000Psi Type=Concrete Grade="f'c 4000 psi" SymType=Isotropic TempDepend=No Color=Green GUID=b0920fc0-a39b-46e4-a096-037f0f0739a7 Notes="Customary f'c 4000 psi 01/02/2024 20:13:33"\n Material=A416Gr270 Type=Tendon Grade="Grade 270" SymType=Uniaxial TempDepend=No Color=Cyan GUID=d02be965-452b-41cb-8cdb-2b3b29b19d11 Notes="ASTM A416 Grade 270 01/02/2024 20:40:51"\n Material=BJ-37 Type=Steel Grade="Grade 50" SymType=Isotropic TempDepend=No Color=Magenta Notes="ASTM A992 Grade 50 01/02/2024 20:03:34"\n\nTABLE: "MATERIAL PROPERTIES 02 - BASIC MECHANICAL PROPERTIES"\n Material=4000Psi UnitWeight=23,5631216161854 UnitMass=2,40276960558926 E1=24855578,0600518 G12=10356490,8583549 U12=0,2 A1=9,89999952793124E-06\n Material=A416Gr270 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=196500599,8512 A1=1,16999994421006E-05\n Material=BJ-37 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=199947978,795958 G12=76903068,7676762 U12=0,3 A1=1,16999994421006E-05\n\nTABLE: "MATERIAL PROPERTIES 03A - STEEL DATA"\n Material=BJ-37 Fy=535000 Fu=535000 EffFy=535000 EffFu=535000 SSCurveOpt=Simple SSHysType=Kinematic SHard=0,015 SMax=0,11 SRup=0,17 FinalSlope=-0,1 CoupModType="Von Mises"\n\nTABLE: "MATERIAL PROPERTIES 06 - DAMPING PARAMETERS"\n Material=4000Psi ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=A416Gr270 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=BJ-37 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n\nTABLE: "MATERIAL PROPERTIES 09 - ACCEPTANCE CRITERIA"\n Material=4000Psi IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,003 LSComp=-0,006 CPComp=-0,015 IgnoreTens=Yes\n Material=A416Gr270 IOTens=0,015 LSTens=0,023 CPTens=0,03 IOComp=-0,015 LSComp=-0,023 CPComp=-0,03\n Material=BJ-37 IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,005 LSComp=-0,01 CPComp=-0,02\n\nTABLE: "FRAME SECTION PROPERTIES 01 - GENERAL"\n SectionName=BigWF Material=BJ-37 Shape="I/Wide Flange" t3=0,75 t2=0,5 tf=0,05 tw=0,04 t2b=0,5 tfb=0,05 FilletRadius=0 Area=0,076 TorsConst=5,23707333333334E-05 I33=0,00705083333333333 I22=0,00104513333333333 _\n I23=0 AS2=0,03 AS3=0,0416666666666667 S33Top=0,0188022222222222 S33Bot=0,0188022222222222 S22Left=0,00418053333333333 S22Right=0,00418053333333333 Z33=0,021725 Z22=0,00651 R33=0,304588448249466 _\n R22=0,117267874483871 CGOffset3=0 CGOffset2=0 EccV2=0 EccV3=0 Cw=0,000127604166666667 ConcCol=No ConcBeam=No Color=Blue TotalWt=0 TotalMass=0 FromFile=No AMod=1 A2Mod=1 A3Mod=1 JMod=1 I2Mod=1 _\n I3Mod=1 MMod=1 WMod=1"
newline = '\n\n'
spacing = '\n'
line1 = 'File D:\\MAGISTER\\KULIAH\\TESIS\\Model%c.s2k was saved on m/d/yy at h:mm:ss'
line2 = 'TABLE: "PROGRAM CONTROL"'
line3 = ' ProgramName=SAP2000 Version=25.0.0 ProgLevel=Ultimate LicenseNum=3010*1D6KZBK478DMQCT LicenseOS=Yes LicenseSC=Yes LicenseHT=No CurrUnits="KN, m, C" SteelCode="AISC 360-10" ConcCode="ACI 318-19" AlumCode="AA 2015" _'
line4 = ' ColdCode=AISI-16 RegenHinge=Yes'
line5 = 'TABLE: "ACTIVE DEGREES OF FREEDOM"'
line6 = ' UX=Yes UY=No UZ=Yes RX=No RY=Yes RZ=No'
line7 = 'TABLE: "ANALYSIS OPTIONS"'
line8 = ' Solver=Advanced SolverProc=Auto Force32Bit=No StiffCase=None GeomMod=None HingeOpt="In Elements" NumAThreads=0 MaxFileSize=0 NumDThreads=0 NumRThreads=0 UseMMFiles="Program Determined" AllowDiff=No'
line9 = 'TABLE: "COORDINATE SYSTEMS"'
line10 = ' Name=GLOBAL Type=Cartesian X=0 Y=0 Z=0 AboutZ=0 AboutY=0 AboutX=0'
line11 = 'TABLE: "GRID LINES"'
line12 = ' CoordSys=GLOBAL AxisDir=X GridID=A XRYZCoord=-6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End AllVisible=Yes BubbleSize=1,5'
line13 = ' CoordSys=GLOBAL AxisDir=X GridID=B XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line14 = ' CoordSys=GLOBAL AxisDir=X GridID=C XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line15 = ' CoordSys=GLOBAL AxisDir=Y GridID=1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=Start'
line16 = ' CoordSys=GLOBAL AxisDir=Z GridID=Z1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line17 = ' CoordSys=GLOBAL AxisDir=Z GridID=Z2 XRYZCoord=3 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line18 = ' CoordSys=GLOBAL AxisDir=Z GridID=Z3 XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line19 = 'TABLE: "MATERIAL PROPERTIES 01 - GENERAL"'
line20 = " Material=4000Psi Type=Concrete Grade="f'c 4000 psi" SymType=Isotropic TempDepend=No Color=Green GUID=b0920fc0-a39b-46e4-a096-037f0f0739a7 Notes="Customary f'c 4000 psi 01/02/2024 20:13:33""
line21 = ' Material=A416Gr270 Type=Tendon Grade="Grade 270" SymType=Uniaxial TempDepend=No Color=Cyan GUID=d02be965-452b-41cb-8cdb-2b3b29b19d11 Notes="ASTM A416 Grade 270 01/02/2024 20:40:51"'
line22 = ' Material=BJ-37 Type=Steel Grade="Grade 50" SymType=Isotropic TempDepend=No Color=Magenta Notes="ASTM A992 Grade 50 01/02/2024 20:03:34"'
line23 = 'TABLE: "MATERIAL PROPERTIES 02 - BASIC MECHANICAL PROPERTIES"'
line24 = ' Material=4000Psi UnitWeight=23,5631216161854 UnitMass=2,40276960558926 E1=24855578,0600518 G12=10356490,8583549 U12=0,2 A1=9,89999952793124E-06'
line25 = ' Material=A416Gr270 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=196500599,8512 A1=1,16999994421006E-05'
line26 = ' Material=BJ-37 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=199947978,795958 G12=76903068,7676762 U12=0,3 A1=1,16999994421006E-05'
line27 = 'TABLE: "MATERIAL PROPERTIES 03A - STEEL DATA"'
line28 = ' Material=BJ-37 Fy=635000 Fu=635000 EffFy=635000 EffFu=635000 SSCurveOpt=Simple SSHysType=Kinematic SHard=0,015 SMax=0,11 SRup=0,17 FinalSlope=-0,1 CoupModType="Von Mises"'
line29 = 'TABLE: "MATERIAL PROPERTIES 06 - DAMPING PARAMETERS"'
line30 = ' Material=4000Psi ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line31 = ' Material=A416Gr270 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line32 = ' Material=BJ-37 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line33 = 'TABLE: "MATERIAL PROPERTIES 09 - ACCEPTANCE CRITERIA"'
line34 = ' Material=4000Psi IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,003 LSComp=-0,006 CPComp=-0,015 IgnoreTens=Yes'
line35 = ' Material=A416Gr270 IOTens=0,015 LSTens=0,023 CPTens=0,03 IOComp=-0,015 LSComp=-0,023 CPComp=-0,03'
line36 = ' Material=BJ-37 IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,005 LSComp=-0,01 CPComp=-0,02'
line37 = 'TABLE: "FRAME SECTION PROPERTIES 01 - GENERAL"'
line38 = ' SectionName=BigWF Material=BJ-37 Shape="I/Wide Flange" t3=0,75 t2=0,5 tf=0,05 tw=0,04 t2b=0,5 tfb=0,05 FilletRadius=0 Area=0,076 TorsConst=5,23707333333334E-05 I33=0,00705083333333333 I22=0,00104513333333333 _'
line39 = ' I23=0 AS2=0,03 AS3=0,0416666666666667 S33Top=0,0188022222222222 S33Bot=0,0188022222222222 S22Left=0,00418053333333333 S22Right=0,00418053333333333 Z33=0,021725 Z22=0,00651 R33=0,304588448249466 _'
line40 = ' R22=0,117267874483871 CGOffset3=0 CGOffset2=0 EccV2=0 EccV3=0 Cw=0,000127604166666667 ConcCol=No ConcBeam=No Color=Blue TotalWt=0 TotalMass=0 FromFile=No AMod=1 A2Mod=1 A3Mod=1 JMod=1 I2Mod=1 _'
line41 = ' I3Mod=1 MMod=1 WMod=1'
combine1 = "File D:\\MAGISTER\\KULIAH\\TESIS\\Model%c.s2k was saved on m/d/yy at h:mm:ss\n\nTABLE: "PROGRAM CONTROL"\n ProgramName=SAP2000 Version=25.0.0 ProgLevel=Ultimate LicenseNum=3010*1D6KZBK478DMQCT LicenseOS=Yes LicenseSC=Yes LicenseHT=No CurrUnits="KN, m, C" SteelCode="AISC 360-10" ConcCode="ACI 318-19" AlumCode="AA 2015" _\n ColdCode=AISI-16 RegenHinge=Yes\n\nTABLE: "ACTIVE DEGREES OF FREEDOM"\n UX=Yes UY=No UZ=Yes RX=No RY=Yes RZ=No\n\nTABLE: "ANALYSIS OPTIONS"\n Solver=Advanced SolverProc=Auto Force32Bit=No StiffCase=None GeomMod=None HingeOpt="In Elements" NumAThreads=0 MaxFileSize=0 NumDThreads=0 NumRThreads=0 UseMMFiles="Program Determined" AllowDiff=No\n\nTABLE: "COORDINATE SYSTEMS"\n Name=GLOBAL Type=Cartesian X=0 Y=0 Z=0 AboutZ=0 AboutY=0 AboutX=0\n\nTABLE: "GRID LINES"\n CoordSys=GLOBAL AxisDir=X GridID=A XRYZCoord=-6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End AllVisible=Yes BubbleSize=1,5\n CoordSys=GLOBAL AxisDir=X GridID=B XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=X GridID=C XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Y GridID=1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=Start\n CoordSys=GLOBAL AxisDir=Z GridID=Z1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z2 XRYZCoord=3 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z3 XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n\nTABLE: "MATERIAL PROPERTIES 01 - GENERAL"\n Material=4000Psi Type=Concrete Grade="f'c 4000 psi" SymType=Isotropic TempDepend=No Color=Green GUID=b0920fc0-a39b-46e4-a096-037f0f0739a7 Notes="Customary f'c 4000 psi 01/02/2024 20:13:33"\n Material=A416Gr270 Type=Tendon Grade="Grade 270" SymType=Uniaxial TempDepend=No Color=Cyan GUID=d02be965-452b-41cb-8cdb-2b3b29b19d11 Notes="ASTM A416 Grade 270 01/02/2024 20:40:51"\n Material=BJ-37 Type=Steel Grade="Grade 50" SymType=Isotropic TempDepend=No Color=Magenta Notes="ASTM A992 Grade 50 01/02/2024 20:03:34"\n\nTABLE: "MATERIAL PROPERTIES 02 - BASIC MECHANICAL PROPERTIES"\n Material=4000Psi UnitWeight=23,5631216161854 UnitMass=2,40276960558926 E1=24855578,0600518 G12=10356490,8583549 U12=0,2 A1=9,89999952793124E-06\n Material=A416Gr270 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=196500599,8512 A1=1,16999994421006E-05\n Material=BJ-37 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=199947978,795958 G12=76903068,7676762 U12=0,3 A1=1,16999994421006E-05\n\nTABLE: "MATERIAL PROPERTIES 03A - STEEL DATA"\n Material=BJ-37 Fy=635000 Fu=635000 EffFy=635000 EffFu=635000 SSCurveOpt=Simple SSHysType=Kinematic SHard=0,015 SMax=0,11 SRup=0,17 FinalSlope=-0,1 CoupModType="Von Mises"\n\nTABLE: "MATERIAL PROPERTIES 06 - DAMPING PARAMETERS"\n Material=4000Psi ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=A416Gr270 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=BJ-37 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n\nTABLE: "MATERIAL PROPERTIES 09 - ACCEPTANCE CRITERIA"\n Material=4000Psi IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,003 LSComp=-0,006 CPComp=-0,015 IgnoreTens=Yes\n Material=A416Gr270 IOTens=0,015 LSTens=0,023 CPTens=0,03 IOComp=-0,015 LSComp=-0,023 CPComp=-0,03\n Material=BJ-37 IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,005 LSComp=-0,01 CPComp=-0,02"
combine2 = "File D:\\MAGISTER\\KULIAH\\TESIS\\Model%c.s2k was saved on m/d/yy at h:mm:ss\n\nTABLE: "PROGRAM CONTROL"\n ProgramName=SAP2000 Version=25.0.0 ProgLevel=Ultimate LicenseNum=3010*1D6KZBK478DMQCT LicenseOS=Yes LicenseSC=Yes LicenseHT=No CurrUnits="KN, m, C" SteelCode="AISC 360-10" ConcCode="ACI 318-19" AlumCode="AA 2015" _\n ColdCode=AISI-16 RegenHinge=Yes\n\nTABLE: "ACTIVE DEGREES OF FREEDOM"\n UX=Yes UY=No UZ=Yes RX=No RY=Yes RZ=No\n\nTABLE: "ANALYSIS OPTIONS"\n Solver=Advanced SolverProc=Auto Force32Bit=No StiffCase=None GeomMod=None HingeOpt="In Elements" NumAThreads=0 MaxFileSize=0 NumDThreads=0 NumRThreads=0 UseMMFiles="Program Determined" AllowDiff=No\n\nTABLE: "COORDINATE SYSTEMS"\n Name=GLOBAL Type=Cartesian X=0 Y=0 Z=0 AboutZ=0 AboutY=0 AboutX=0\n\nTABLE: "GRID LINES"\n CoordSys=GLOBAL AxisDir=X GridID=A XRYZCoord=-6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End AllVisible=Yes BubbleSize=1,5\n CoordSys=GLOBAL AxisDir=X GridID=B XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=X GridID=C XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Y GridID=1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=Start\n CoordSys=GLOBAL AxisDir=Z GridID=Z1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z2 XRYZCoord=3 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n CoordSys=GLOBAL AxisDir=Z GridID=Z3 XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End\n\nTABLE: "MATERIAL PROPERTIES 01 - GENERAL"\n Material=4000Psi Type=Concrete Grade="f'c 4000 psi" SymType=Isotropic TempDepend=No Color=Green GUID=b0920fc0-a39b-46e4-a096-037f0f0739a7 Notes="Customary f'c 4000 psi 01/02/2024 20:13:33"\n Material=A416Gr270 Type=Tendon Grade="Grade 270" SymType=Uniaxial TempDepend=No Color=Cyan GUID=d02be965-452b-41cb-8cdb-2b3b29b19d11 Notes="ASTM A416 Grade 270 01/02/2024 20:40:51"\n Material=BJ-37 Type=Steel Grade="Grade 50" SymType=Isotropic TempDepend=No Color=Magenta Notes="ASTM A992 Grade 50 01/02/2024 20:03:34"\n\nTABLE: "MATERIAL PROPERTIES 02 - BASIC MECHANICAL PROPERTIES"\n Material=4000Psi UnitWeight=23,5631216161854 UnitMass=2,40276960558926 E1=24855578,0600518 G12=10356490,8583549 U12=0,2 A1=9,89999952793124E-06\n Material=A416Gr270 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=196500599,8512 A1=1,16999994421006E-05\n Material=BJ-37 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=199947978,795958 G12=76903068,7676762 U12=0,3 A1=1,16999994421006E-05\n\nTABLE: "MATERIAL PROPERTIES 03A - STEEL DATA"\n Material=BJ-37 Fy=635000 Fu=635000 EffFy=635000 EffFu=635000 SSCurveOpt=Simple SSHysType=Kinematic SHard=0,015 SMax=0,11 SRup=0,17 FinalSlope=-0,1 CoupModType="Von Mises"\n\nTABLE: "MATERIAL PROPERTIES 06 - DAMPING PARAMETERS"\n Material=4000Psi ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=A416Gr270 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n Material=BJ-37 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0\n\nTABLE: "MATERIAL PROPERTIES 09 - ACCEPTANCE CRITERIA"\n Material=4000Psi IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,003 LSComp=-0,006 CPComp=-0,015 IgnoreTens=Yes\n Material=A416Gr270 IOTens=0,015 LSTens=0,023 CPTens=0,03 IOComp=-0,015 LSComp=-0,023 CPComp=-0,03\n Material=BJ-37 IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,005 LSComp=-0,01 CPComp=-0,02\n\nTABLE: "FRAME SECTION PROPERTIES 01 - GENERAL"\n SectionName=BigWF Material=BJ-37 Shape="I/Wide Flange" t3=0,75 t2=0,5 tf=0,05 tw=0,04 t2b=0,5 tfb=0,05 FilletRadius=0 Area=0,076 TorsConst=5,23707333333334E-05 I33=0,00705083333333333 I22=0,00104513333333333 _\n I23=0 AS2=0,03 AS3=0,0416666666666667 S33Top=0,0188022222222222 S33Bot=0,0188022222222222 S22Left=0,00418053333333333 S22Right=0,00418053333333333 Z33=0,021725 Z22=0,00651 R33=0,304588448249466 _\n R22=0,117267874483871 CGOffset3=0 CGOffset2=0 EccV2=0 EccV3=0 Cw=0,000127604166666667 ConcCol=No ConcBeam=No Color=Blue TotalWt=0 TotalMass=0 FromFile=No AMod=1 A2Mod=1 A3Mod=1 JMod=1 I2Mod=1 _\n I3Mod=1 MMod=1 WMod=1"
files = dir('*.s2k');
files(:).name
ans = 'ModelA.s2k'
ans = 'ModelB.s2k'
ans = 'ModelC.s2k'
ans = 'ModelD.s2k'
ans = 'ModelE.s2k'
type(files(end).name) % Look At The Last File
File D:\MAGISTER\KULIAH\TESIS\ModelE.s2k was saved on m/d/yy at h:mm:ss TABLE: "PROGRAM CONTROL" ProgramName=SAP2000 Version=25.0.0 ProgLevel=Ultimate LicenseNum=3010*1D6KZBK478DMQCT LicenseOS=Yes LicenseSC=Yes LicenseHT=No CurrUnits="KN, m, C" SteelCode="AISC 360-10" ConcCode="ACI 318-19" AlumCode="AA 2015" _ ColdCode=AISI-16 RegenHinge=Yes TABLE: "ACTIVE DEGREES OF FREEDOM" UX=Yes UY=No UZ=Yes RX=No RY=Yes RZ=No TABLE: "ANALYSIS OPTIONS" Solver=Advanced SolverProc=Auto Force32Bit=No StiffCase=None GeomMod=None HingeOpt="In Elements" NumAThreads=0 MaxFileSize=0 NumDThreads=0 NumRThreads=0 UseMMFiles="Program Determined" AllowDiff=No TABLE: "COORDINATE SYSTEMS" Name=GLOBAL Type=Cartesian X=0 Y=0 Z=0 AboutZ=0 AboutY=0 AboutX=0 TABLE: "GRID LINES" CoordSys=GLOBAL AxisDir=X GridID=A XRYZCoord=-6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End AllVisible=Yes BubbleSize=1,5 CoordSys=GLOBAL AxisDir=X GridID=B XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=X GridID=C XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=Y GridID=1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=Start CoordSys=GLOBAL AxisDir=Z GridID=Z1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=Z GridID=Z2 XRYZCoord=3 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End CoordSys=GLOBAL AxisDir=Z GridID=Z3 XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End TABLE: "MATERIAL PROPERTIES 01 - GENERAL" Material=4000Psi Type=Concrete Grade="f'c 4000 psi" SymType=Isotropic TempDepend=No Color=Green GUID=b0920fc0-a39b-46e4-a096-037f0f0739a7 Notes="Customary f'c 4000 psi 01/02/2024 20:13:33" Material=A416Gr270 Type=Tendon Grade="Grade 270" SymType=Uniaxial TempDepend=No Color=Cyan GUID=d02be965-452b-41cb-8cdb-2b3b29b19d11 Notes="ASTM A416 Grade 270 01/02/2024 20:40:51" Material=BJ-37 Type=Steel Grade="Grade 50" SymType=Isotropic TempDepend=No Color=Magenta Notes="ASTM A992 Grade 50 01/02/2024 20:03:34" TABLE: "MATERIAL PROPERTIES 02 - BASIC MECHANICAL PROPERTIES" Material=4000Psi UnitWeight=23,5631216161854 UnitMass=2,40276960558926 E1=24855578,0600518 G12=10356490,8583549 U12=0,2 A1=9,89999952793124E-06 Material=A416Gr270 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=196500599,8512 A1=1,16999994421006E-05 Material=BJ-37 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=199947978,795958 G12=76903068,7676762 U12=0,3 A1=1,16999994421006E-05 TABLE: "MATERIAL PROPERTIES 03A - STEEL DATA" Material=BJ-37 Fy=635000 Fu=635000 EffFy=635000 EffFu=635000 SSCurveOpt=Simple SSHysType=Kinematic SHard=0,015 SMax=0,11 SRup=0,17 FinalSlope=-0,1 CoupModType="Von Mises" TABLE: "MATERIAL PROPERTIES 06 - DAMPING PARAMETERS" Material=4000Psi ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0 Material=A416Gr270 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0 Material=BJ-37 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0 TABLE: "MATERIAL PROPERTIES 09 - ACCEPTANCE CRITERIA" Material=4000Psi IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,003 LSComp=-0,006 CPComp=-0,015 IgnoreTens=Yes Material=A416Gr270 IOTens=0,015 LSTens=0,023 CPTens=0,03 IOComp=-0,015 LSComp=-0,023 CPComp=-0,03 Material=BJ-37 IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,005 LSComp=-0,01 CPComp=-0,02 TABLE: "FRAME SECTION PROPERTIES 01 - GENERAL" SectionName=BigWF Material=BJ-37 Shape="I/Wide Flange" t3=0,75 t2=0,5 tf=0,05 tw=0,04 t2b=0,5 tfb=0,05 FilletRadius=0 Area=0,076 TorsConst=5,23707333333334E-05 I33=0,00705083333333333 I22=0,00104513333333333 _ I23=0 AS2=0,03 AS3=0,0416666666666667 S33Top=0,0188022222222222 S33Bot=0,0188022222222222 S22Left=0,00418053333333333 S22Right=0,00418053333333333 Z33=0,021725 Z22=0,00651 R33=0,304588448249466 _ R22=0,117267874483871 CGOffset3=0 CGOffset2=0 EccV2=0 EccV3=0 Cw=0,000127604166666667 ConcCol=No ConcBeam=No Color=Blue TotalWt=0 TotalMass=0 FromFile=No AMod=1 A2Mod=1 A3Mod=1 JMod=1 I2Mod=1 _ I3Mod=1 MMod=1 WMod=1
function writefile(C,L28)
fido = fopen("Model"+C+".s2k",'wt');
newline = '\n\n'
spacing = '\n'
%here variable "VariantModel" works
line1='File D:\\MAGISTER\\KULIAH\\TESIS\\Model%c.s2k was saved on m/d/yy at h:mm:ss'
line2='TABLE: "PROGRAM CONTROL"'
line3=' ProgramName=SAP2000 Version=25.0.0 ProgLevel=Ultimate LicenseNum=3010*1D6KZBK478DMQCT LicenseOS=Yes LicenseSC=Yes LicenseHT=No CurrUnits="KN, m, C" SteelCode="AISC 360-10" ConcCode="ACI 318-19" AlumCode="AA 2015" _'
line4=' ColdCode=AISI-16 RegenHinge=Yes'
line5='TABLE: "ACTIVE DEGREES OF FREEDOM"'
line6=' UX=Yes UY=No UZ=Yes RX=No RY=Yes RZ=No'
line7='TABLE: "ANALYSIS OPTIONS"'
line8=' Solver=Advanced SolverProc=Auto Force32Bit=No StiffCase=None GeomMod=None HingeOpt="In Elements" NumAThreads=0 MaxFileSize=0 NumDThreads=0 NumRThreads=0 UseMMFiles="Program Determined" AllowDiff=No'
line9='TABLE: "COORDINATE SYSTEMS"'
line10=' Name=GLOBAL Type=Cartesian X=0 Y=0 Z=0 AboutZ=0 AboutY=0 AboutX=0'
line11='TABLE: "GRID LINES"'
line12=' CoordSys=GLOBAL AxisDir=X GridID=A XRYZCoord=-6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End AllVisible=Yes BubbleSize=1,5'
line13=' CoordSys=GLOBAL AxisDir=X GridID=B XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line14=' CoordSys=GLOBAL AxisDir=X GridID=C XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line15=' CoordSys=GLOBAL AxisDir=Y GridID=1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=Start'
line16=' CoordSys=GLOBAL AxisDir=Z GridID=Z1 XRYZCoord=0 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line17=' CoordSys=GLOBAL AxisDir=Z GridID=Z2 XRYZCoord=3 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line18=' CoordSys=GLOBAL AxisDir=Z GridID=Z3 XRYZCoord=6 LineType=Primary LineColor=Gray8Dark Visible=Yes BubbleLoc=End'
line19='TABLE: "MATERIAL PROPERTIES 01 - GENERAL"'
line20=' Material=4000Psi Type=Concrete Grade="' + "f'c 4000 " + 'psi"'+ ' SymType=Isotropic TempDepend=No Color=Green GUID=b0920fc0-a39b-46e4-a096-037f0f0739a7 Notes="Customary '+"f'c 4000 psi "+'01/02/2024 20:13:33"'
line21=' Material=A416Gr270 Type=Tendon Grade="Grade 270" SymType=Uniaxial TempDepend=No Color=Cyan GUID=d02be965-452b-41cb-8cdb-2b3b29b19d11 Notes="ASTM A416 Grade 270 01/02/2024 20:40:51"'
line22=' Material=BJ-37 Type=Steel Grade="Grade 50" SymType=Isotropic TempDepend=No Color=Magenta Notes="ASTM A992 Grade 50 01/02/2024 20:03:34"'
line23='TABLE: "MATERIAL PROPERTIES 02 - BASIC MECHANICAL PROPERTIES"'
line24=' Material=4000Psi UnitWeight=23,5631216161854 UnitMass=2,40276960558926 E1=24855578,0600518 G12=10356490,8583549 U12=0,2 A1=9,89999952793124E-06'
line25=' Material=A416Gr270 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=196500599,8512 A1=1,16999994421006E-05'
line26=' Material=BJ-37 UnitWeight=76,9728639422648 UnitMass=7,84904737995992 E1=199947978,795958 G12=76903068,7676762 U12=0,3 A1=1,16999994421006E-05'
line27='TABLE: "MATERIAL PROPERTIES 03A - STEEL DATA"'
%here variable "VariantFy" works
line28=sprintf(' Material=BJ-37 Fy=%6d Fu=%6d EffFy=%6d EffFu=%6d SSCurveOpt=Simple SSHysType=Kinematic SHard=0,015 SMax=0,11 SRup=0,17 FinalSlope=-0,1 CoupModType="Von Mises"',str2double(L28)*ones(1,4))
line29='TABLE: "MATERIAL PROPERTIES 06 - DAMPING PARAMETERS"'
line30=' Material=4000Psi ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line31=' Material=A416Gr270 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line32=' Material=BJ-37 ModalRatio=0 VisMass=0 VisStiff=0 HysMass=0 HysStiff=0'
line33='TABLE: "MATERIAL PROPERTIES 09 - ACCEPTANCE CRITERIA"'
line34=' Material=4000Psi IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,003 LSComp=-0,006 CPComp=-0,015 IgnoreTens=Yes'
line35=' Material=A416Gr270 IOTens=0,015 LSTens=0,023 CPTens=0,03 IOComp=-0,015 LSComp=-0,023 CPComp=-0,03'
line36=' Material=BJ-37 IOTens=0,01 LSTens=0,02 CPTens=0,05 IOComp=-0,005 LSComp=-0,01 CPComp=-0,02'
line37='TABLE: "FRAME SECTION PROPERTIES 01 - GENERAL"'
line38=' SectionName=BigWF Material=BJ-37 Shape="I/Wide Flange" t3=0,75 t2=0,5 tf=0,05 tw=0,04 t2b=0,5 tfb=0,05 FilletRadius=0 Area=0,076 TorsConst=5,23707333333334E-05 I33=0,00705083333333333 I22=0,00104513333333333 _'
line39=' I23=0 AS2=0,03 AS3=0,0416666666666667 S33Top=0,0188022222222222 S33Bot=0,0188022222222222 S22Left=0,00418053333333333 S22Right=0,00418053333333333 Z33=0,021725 Z22=0,00651 R33=0,304588448249466 _'
line40=' R22=0,117267874483871 CGOffset3=0 CGOffset2=0 EccV2=0 EccV3=0 Cw=0,000127604166666667 ConcCol=No ConcBeam=No Color=Blue TotalWt=0 TotalMass=0 FromFile=No AMod=1 A2Mod=1 A3Mod=1 JMod=1 I2Mod=1 _'
line41=' I3Mod=1 MMod=1 WMod=1'
combine1 = append(line1,newline,line2,spacing,line3,spacing,line4,newline,line5,spacing,line6,newline,line7,spacing,line8,newline,line9,spacing,line10,newline,line11,spacing,line12,spacing,line13,spacing,line14,spacing,line15,spacing,line16,spacing,line17,spacing,line18,newline,line19,spacing,line20,spacing,line21,spacing,line22,newline,line23,spacing,line24,spacing,line25,spacing,line26,newline,line27,spacing,line28,newline,line29,spacing,line30,spacing,line31,spacing,line32,newline,line33,spacing,line34,spacing,line35,spacing,line36)
combine2 = append(combine1,newline,line37,spacing,line38,spacing,line39,spacing,line40,spacing,line41)
fprintf(fido,combine2,C);
fclose(fido);
end
.

6 个评论
显示 4更早的评论 隐藏 4更早的评论

Arif
Arif 2024-3-26
Thank you so much, u always help me. God bless you
Star Strider
Star Strider 2024-3-26
As always, my pleasure!
Thank you! May God bless you as well.
Arif
Arif 2024-3-26
1.what %6d means in code:
line28=sprintf(' Material=BJ-37 Fy=%6d
why it is different with formatspec that was used below ?
VariantFy = compose('%c', [235000,335000,435000,535000,635000])
2. and if u may, dou u have a simple way to combine all lines in one variable string ?
this code below isnt efficient
combine = append(line1,spacing,line2,spacing,line3,spacing,line4...) %and continue until last line
Star Strider
Star Strider 2024-3-26
1. The format specifiers are for different classes of variables. The %c defines a single character, and %6d defines a 6-digit integer. See the documentation osection on formatSpec for details.
2. There is no easy way to create your files. The approach using append is probably as good as any that I could come up with. You could possibly use square brackets [] instead of the append funciton, however the result would be the same. (I outlined my approach earlier, when I answered your original question, if I remember correctly.)
The one change I would make (unless you have already done it) is to put a semicolon (;) at the end of each line in your function so that it does not print out everything each time you call it.

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