$ File C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.$et saved 2/6/2018 11:20:07 AM
 
$ PROGRAM INFORMATION
  PROGRAM  "ETABS 2016"  VERSION "16.2.1"  

$ CONTROLS
  UNITS  "N"  "MM"  "C"  
  TITLE2  "Main"  
  PREFERENCE  MERGETOL 1
  RLLF  METHOD "ASCE7-10"  USEDEFAULTMIN "YES"  

$ STORIES - IN SEQUENCE FROM TOP
  STORY "Pent"  HEIGHT 3200 
  STORY "Story5"  HEIGHT 3200 
  STORY "Story4"  HEIGHT 3200 
  STORY "Story3"  HEIGHT 3200 
  STORY "Story2"  HEIGHT 3200 
  STORY "Story1"  HEIGHT 3200 
  STORY "Base"  ELEV -200 

$ GRIDS
  GRIDSYSTEM "G1"  TYPE "CARTESIAN"  BUBBLESIZE 1250 
  GRID "G1"  LABEL "A"  DIR "X"  COORD 0 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "B"  DIR "X"  COORD 6000 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "C"  DIR "X"  COORD 12000 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "D"  DIR "X"  COORD 16000 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "4"  DIR "Y"  COORD 0 VISIBLE "Yes"  BUBBLELOC "Start"  
  GRID "G1"  LABEL "3"  DIR "Y"  COORD 7000 VISIBLE "Yes"  BUBBLELOC "Start"  
  GRID "G1"  LABEL "2"  DIR "Y"  COORD 15000 VISIBLE "Yes"  BUBBLELOC "Start"  
  GRID "G1"  LABEL "1"  DIR "Y"  COORD 18000 VISIBLE "Yes"  BUBBLELOC "Start"  

$ DIAPHRAGM NAMES
  DIAPHRAGM "D1"    TYPE RIGID

$ MATERIAL PROPERTIES
  MATERIAL  "ST37-Plate"    TYPE "Steel"    WEIGHTPERVOLUME 7.698221E-05
  MATERIAL  "ST37-Plate"    SYMTYPE "Isotropic"  E 196133  U 0.3  A 1.16999999590917E-05
  MATERIAL  "ST37-Plate"  FY 235.3596  FU 362.8461 FYE 270.6635  FUE 417.273
  MATERIAL  "ST37-Plate"  HYSTYPE "Kinematic"  SSTYPE "Simple"  STRAINATHARDENING 0.015 STRAINATMAXSTRESS 0.11 STRAINATRUPTURE 0.17 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.005 LSCOMPRESSION 0.01 CPCOMPRESSION 0.02 
  MATERIAL  "C25"    TYPE "Concrete"    WEIGHTPERVOLUME 2.451662E-05
  MATERIAL  "C25"    SYMTYPE "Isotropic"  E 23045.63  U 0.2  A 9.99999974737875E-06
  MATERIAL  "C25"    FC 24.5166254990163
  MATERIAL  "C25"  TIMEDEPCONCCODE "CEBFIP90"  
  MATERIAL  "C25"  HYSTYPE "Concrete"  ENERGYDEGFACT 0 SSTYPE "Mander"  STRAINATFC 0.00221914 STRAINATULTIMATE 0.005 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.003 LSCOMPRESSION 0.006 CPCOMPRESSION 0.015 
  MATERIAL  "S400"    TYPE "Rebar"    WEIGHTPERVOLUME 7.698221E-05
  MATERIAL  "S400"    SYMTYPE "Uniaxial"  E 196133  A 1.16999999590917E-05
  MATERIAL  "S400"  FY 392.266  FU 588.399
  MATERIAL  "S400"  HYSTYPE "Kinematic"  SSTYPE "Simple"  STRAINATHARDENING 0.01 STRAINATULTIMATE 0.09 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.005 LSCOMPRESSION 0.01 CPCOMPRESSION 0.02 
  MATERIAL  "A416Gr270"    TYPE "Tendon"    WEIGHTPERVOLUME 7.697286E-05
  MATERIAL  "A416Gr270"    SYMTYPE "Uniaxial"  E 196500.6  A 1.16999999590917E-05
  MATERIAL  "A416Gr270"  FY 1689.905  FU 1861.585
  MATERIAL  "A416Gr270"  HYSTYPE "Kinematic"  SSTYPE "270ksi"  FINALSLOPE -0.1 IOTENSION 0.015 LSTENSION 0.023 CPTENSION 0.03 IOCOMPRESSION 0.015 LSCOMPRESSION 0.023 CPCOMPRESSION 0.03 
  MATERIAL  "C0"    TYPE "Concrete"    WEIGHTPERVOLUME 0
  MATERIAL  "C0"    SYMTYPE "Isotropic"  E 23045.63  U 0.2  A 9.99999974737875E-06
  MATERIAL  "C0"    FC 24.5166254990163
  MATERIAL  "C0"  TIMEDEPCONCCODE "CEBFIP90"  
  MATERIAL  "C0"  HYSTYPE "Concrete"  ENERGYDEGFACT 0 SSTYPE "Mander"  STRAINATFC 0.00221914 STRAINATULTIMATE 0.005 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.003 LSCOMPRESSION 0.006 CPCOMPRESSION 0.015 
  MATERIAL  "S300"    TYPE "Rebar"    WEIGHTPERVOLUME 7.698221E-05
  MATERIAL  "S300"    SYMTYPE "Uniaxial"  E 196133  A 1.16999999590917E-05
  MATERIAL  "S300"  FY 294.1995  FU 490.3325
  MATERIAL  "S300"  HYSTYPE "Kinematic"  SSTYPE "Simple"  STRAINATHARDENING 0.01 STRAINATULTIMATE 0.09 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.005 LSCOMPRESSION 0.01 CPCOMPRESSION 0.02 
  MATERIAL  "ST37-Roller"    TYPE "Steel"    WEIGHTPERVOLUME 7.698221E-05
  MATERIAL  "ST37-Roller"    SYMTYPE "Isotropic"  E 196133  U 0.3  A 1.16999999590917E-05
  MATERIAL  "ST37-Roller"  FY 235.3596  FU 362.8461 FYE 282.4315  FUE 435.4153
  MATERIAL  "ST37-Roller"  HYSTYPE "Kinematic"  SSTYPE "Simple"  STRAINATHARDENING 0.015 STRAINATMAXSTRESS 0.11 STRAINATRUPTURE 0.17 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.005 LSCOMPRESSION 0.01 CPCOMPRESSION 0.02 

$ REBAR DEFINITIONS
  REBARDEFINITION  "6"  AREA  28.3 DIA  6 
  REBARDEFINITION  "8"  AREA  50.3 DIA  8 
  REBARDEFINITION  "10"  AREA  78.5 DIA  10 
  REBARDEFINITION  "12"  AREA  113.1 DIA  12 
  REBARDEFINITION  "14"  AREA  153.9 DIA  14 
  REBARDEFINITION  "16"  AREA  201.1 DIA  16 
  REBARDEFINITION  "18"  AREA  254.5 DIA  18 
  REBARDEFINITION  "20"  AREA  314.2 DIA  20 
  REBARDEFINITION  "22"  AREA  380.1 DIA  22 
  REBARDEFINITION  "25"  AREA  490.9 DIA  25 
  REBARDEFINITION  "26"  AREA  530.9 DIA  26 
  REBARDEFINITION  "28"  AREA  615.8 DIA  28 
  REBARDEFINITION  "32"  AREA  804.2 DIA  32 
  REBARDEFINITION  "36"  AREA  1017.9 DIA  36 
  REBARDEFINITION  "40"  AREA  1256.6 DIA  40 
  REBARDEFINITION  "50"  AREA  1963.5 DIA  50 

$ FRAME SECTIONS
  FRAMESECTION  "B400X300"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 400 B 300 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "B450X350"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 450 B 350 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "B550X400"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 550 B 400 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "B650X450"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 650 B 450 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C350X350-8F16"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 350 B 350 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C400X400-12F16"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 400 B 400 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C450X450-12F16"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 450 B 450 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C500X500-16F20"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 500 B 500 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C550X550-24F25"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 550 B 550 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C600X600-24F25"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 600 B 600 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C450X450-12F20"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 450 B 450 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C500X500-20F20"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 500 B 500 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "SteelCol"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 500 B 500 TF 25 TW 12.5 
  FRAMESECTION  "SteelBm"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 500 B 166.6667 TF 12.5 TW 6.25 
  FRAMESECTION  "ConcCol"  MATERIAL "C0"  SHAPE "Concrete Rectangular"  D 375 B 375 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "ConcBm"  MATERIAL "C0"  SHAPE "Concrete Rectangular"  D 500 B 375 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C650X650-24F25"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 650 B 650 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C650X650-28F25"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 650 B 650 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C500X500-20F25"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 500 B 500 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C450X450-12F25"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 450 B 450 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "B550X450"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 550 B 450 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "B500X400"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 500 B 400 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C550X550-20F25"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 550 B 550 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C550X550-20F20"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 550 B 550 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "PL24X0.6-10X1.0"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 264 B 100 TF 10 TW 6 
  FRAMESECTION  "PL24X1.0-15X1.5"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 270 B 150 TF 15 TW 10 
  FRAMESECTION  "PL30X0.8-15X1.0"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 320 B 150 TF 10 TW 8 
  FRAMESECTION  "PL30X1.0-15X1.2"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 324 B 150 TF 12 TW 10 
  FRAMESECTION  "PL30X1.0-15X1.5"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 330 B 150 TF 15 TW 10 
  FRAMESECTION  "PL30X1.0-20X1.5"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 330 B 200 TF 15 TW 10 
  FRAMESECTION  "PL30X1.0-20X2.0"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 340 B 200 TF 20 TW 10 
  FRAMESECTION  "PL30X1.2-20X2.5"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 350 B 200 TF 25 TW 12.5 
  FRAMESECTION  "PL30X1.2-20X3.0"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 360 B 200 TF 30 TW 14 
  FRAMESECTION  "PL40X1.0-25X2.5"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 450 B 250 TF 30 TW 10 
  FRAMESECTION  "2UPN80(D10)"  MATERIAL "ST37-Roller"  SHAPE "Steel Double Channel"  D 80 B 100 TF 8 TW 6 DIS 10 R 8 
  FRAMESECTION  "2UPN100(D10)"  MATERIAL "ST37-Roller"  SHAPE "Steel Double Channel"  D 100 B 110 TF 8.5 TW 6 DIS 10 R 8.5 
  FRAMESECTION  "Box20X20X1.2"  MATERIAL "ST37-Plate"  SHAPE "Steel Tube"  D 212 B 212 TF 12 TW 12 
  FRAMESECTION  "Box25X25X1.5"  MATERIAL "ST37-Plate"  SHAPE "Steel Tube"  D 265 B 265 TF 15 TW 15 
  FRAMESECTION  "Box25X25X2.0"  MATERIAL "ST37-Plate"  SHAPE "Steel Tube"  D 270 B 270 TF 20 TW 20 
  FRAMESECTION  "Box25X25X2.5"  MATERIAL "ST37-Plate"  SHAPE "Steel Tube"  D 275 B 275 TF 25 TW 25 
  FRAMESECTION  "Box30X30X2.0"  MATERIAL "ST37-Plate"  SHAPE "Steel Tube"  D 320 B 320 TF 20 TW 20 
  FRAMESECTION  "Box30X30X2.5"  MATERIAL "ST37-Plate"  SHAPE "Steel Tube"  D 325 B 325 TF 25 TW 25 
  FRAMESECTION  "Box30X30X3.0"  MATERIAL "ST37-Plate"  SHAPE "Steel Tube"  D 325 B 325 TF 30 TW 30 
  FRAMESECTION  "Box15X15X1.2"  MATERIAL "ST37-Plate"  SHAPE "Steel Tube"  D 162 B 162 TF 12 TW 12 
  FRAMESECTION  "IPE140"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 140 B 73 TF 6.9 TW 4.7 R 7 
  FRAMESECTION  "IPE160"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 160 B 82 TF 7.4 TW 5 R 9 
  FRAMESECTION  "IPE180"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 180 B 91 TF 8 TW 5.3 R 9 
  FRAMESECTION  "IPE200"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 200 B 100 TF 8.5 TW 5.6 R 12 
  FRAMESECTION  "IPE220"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 220 B 110 TF 9.2 TW 5.9 R 12 
  FRAMESECTION  "IPE240"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 240 B 120 TF 9.8 TW 6.2 R 15 
  FRAMESECTION  "IPE270"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 270 B 135 TF 10.2 TW 6.6 R 15 
  FRAMESECTION  "2UPN80(D8)"  MATERIAL "ST37-Roller"  SHAPE "2UPN80(D8)"  FILE "2UPN"  
  FRAMESECTION  "2UPN80(D10)-1"  MATERIAL "ST37-Roller"  SHAPE "2UPN80(D10)"  
  FRAMESECTION  "2UPN80(D12)"  MATERIAL "ST37-Roller"  SHAPE "2UPN80(D12)"  
  FRAMESECTION  "2UPN80(D15)"  MATERIAL "ST37-Roller"  SHAPE "2UPN80(D15)"  
  FRAMESECTION  "2UPN100(D8)"  MATERIAL "ST37-Roller"  SHAPE "2UPN100(D8)"  
  FRAMESECTION  "2UPN100(D10)-1"  MATERIAL "ST37-Roller"  SHAPE "2UPN100(D10)"  
  FRAMESECTION  "2UPN100(D12)"  MATERIAL "ST37-Roller"  SHAPE "2UPN100(D12)"  
  FRAMESECTION  "2UPN100(D15)"  MATERIAL "ST37-Roller"  SHAPE "2UPN100(D15)"  
  FRAMESECTION  "2UPN120(D10)"  MATERIAL "ST37-Roller"  SHAPE "2UPN120(D10)"  
  FRAMESECTION  "2UPN120(D12)"  MATERIAL "ST37-Roller"  SHAPE "2UPN120(D12)"  
  FRAMESECTION  "2UPN120(D15)"  MATERIAL "ST37-Roller"  SHAPE "2UPN120(D15)"  
  FRAMESECTION  "2UPN120(D20)"  MATERIAL "ST37-Roller"  SHAPE "2UPN120(D20)"  
  FRAMESECTION  "2UPN140(D10)"  MATERIAL "ST37-Roller"  SHAPE "2UPN140(D10)"  
  FRAMESECTION  "2UPN140(D12)"  MATERIAL "ST37-Roller"  SHAPE "2UPN140(D12)"  
  FRAMESECTION  "2UPN140(D15)"  MATERIAL "ST37-Roller"  SHAPE "2UPN140(D15)"  
  FRAMESECTION  "2UPN140(D20)"  MATERIAL "ST37-Roller"  SHAPE "2UPN140(D20)"  
  FRAMESECTION  "2UPN160(D10)"  MATERIAL "ST37-Roller"  SHAPE "2UPN160(D10)"  
  FRAMESECTION  "2UPN160(D12)"  MATERIAL "ST37-Roller"  SHAPE "2UPN160(D12)"  
  FRAMESECTION  "2UPN160(D15)"  MATERIAL "ST37-Roller"  SHAPE "2UPN160(D15)"  
  FRAMESECTION  "2UPN160(D20)"  MATERIAL "ST37-Roller"  SHAPE "2UPN160(D20)"  
  FRAMESECTION  "2UPN160(D25)"  MATERIAL "ST37-Roller"  SHAPE "2UPN160(D25)"  
  FRAMESECTION  "2UPN180(D10)"  MATERIAL "ST37-Roller"  SHAPE "2UPN180(D10)"  
  FRAMESECTION  "2UPN180(D12)"  MATERIAL "ST37-Roller"  SHAPE "2UPN180(D12)"  
  FRAMESECTION  "2UPN180(D15)"  MATERIAL "ST37-Roller"  SHAPE "2UPN180(D15)"  
  FRAMESECTION  "2UPN180(D20)"  MATERIAL "ST37-Roller"  SHAPE "2UPN180(D20)"  
  FRAMESECTION  "2UPN180(D25)"  MATERIAL "ST37-Roller"  SHAPE "2UPN180(D25)"  
  FRAMESECTION  "2UPN200(D12)"  MATERIAL "ST37-Roller"  SHAPE "2UPN200(D12)"  
  FRAMESECTION  "2UPN200(D15)"  MATERIAL "ST37-Roller"  SHAPE "2UPN200(D15)"  
  FRAMESECTION  "2UPN200(D20)"  MATERIAL "ST37-Roller"  SHAPE "2UPN200(D20)"  
  FRAMESECTION  "2UPN200(D25)"  MATERIAL "ST37-Roller"  SHAPE "2UPN200(D25)"  
  FRAMESECTION  "2UPN200(D30)"  MATERIAL "ST37-Roller"  SHAPE "2UPN200(D30)"  
  FRAMESECTION  "2UPN220(D12)"  MATERIAL "ST37-Roller"  SHAPE "2UPN220(D12)"  
  FRAMESECTION  "2UPN220(D15)"  MATERIAL "ST37-Roller"  SHAPE "2UPN220(D15)"  
  FRAMESECTION  "2UPN220(D20)"  MATERIAL "ST37-Roller"  SHAPE "2UPN220(D20)"  
  FRAMESECTION  "2UPN220(D25)"  MATERIAL "ST37-Roller"  SHAPE "2UPN220(D25)"  
  FRAMESECTION  "2UPN220(D30)"  MATERIAL "ST37-Roller"  SHAPE "2UPN220(D30)"  
  FRAMESECTION  "2UPN240(D12)"  MATERIAL "ST37-Roller"  SHAPE "2UPN240(D12)"  
  FRAMESECTION  "2UPN240(D15)"  MATERIAL "ST37-Roller"  SHAPE "2UPN240(D15)"  
  FRAMESECTION  "2UPN240(D20)"  MATERIAL "ST37-Roller"  SHAPE "2UPN240(D20)"  
  FRAMESECTION  "2UPN240(D25)"  MATERIAL "ST37-Roller"  SHAPE "2UPN240(D25)"  
  FRAMESECTION  "2UPN240(D30)"  MATERIAL "ST37-Roller"  SHAPE "2UPN240(D30)"  
  FRAMESECTION  "PL32X1.2-20X3.0"  MATERIAL "ST37-Plate"  SHAPE "Steel I/Wide Flange"  D 380 B 200 TF 30 TW 14 

$ CONCRETE SECTIONS
  CONCRETESECTION  "B400X300"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Beam"  COVERTOP 70 COVERBOTTOM 70 ATI 0 ABI 0 ATJ 0 ABJ 0 
  CONCRETESECTION  "B450X350"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Beam"  COVERTOP 70 COVERBOTTOM 70 ATI 0 ABI 0 ATJ 0 ABJ 0 
  CONCRETESECTION  "B550X400"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Beam"  COVERTOP 70 COVERBOTTOM 70 ATI 0 ABI 0 ATJ 0 ABJ 0 
  CONCRETESECTION  "B650X450"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Beam"  COVERTOP 70 COVERBOTTOM 70 ATI 0 ABI 0 ATJ 0 ABJ 0 
  CONCRETESECTION  "C350X350-8F16"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-3-3"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 201.1 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "C400X400-12F16"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-4-4"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 201.1 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "C450X450-12F16"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-4-4"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 201.1 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "C500X500-16F20"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-5-5"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 314.2 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "C550X550-24F25"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-7-7"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 490.9 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "C600X600-24F25"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-7-7"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 490.9 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "C450X450-12F20"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-4-4"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 314.2 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "C500X500-20F20"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-6-6"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 314.2 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "ConcCol"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S400"  TYPE "Column"  PATTERN "R-5-3"  TRANSREINF "TIES"  DESIGNCHECK "DESIGN"  COVER 40 LONGBARAREA 314.2 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "ConcBm"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S400"  TYPE "Beam"  COVERTOP 60 COVERBOTTOM 60 ATI 0 ABI 0 ATJ 0 ABJ 0 
  CONCRETESECTION  "C650X650-24F25"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-7-7"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 490.9 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "C650X650-28F25"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-8-8"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 490.9 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "C500X500-20F25"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-6-6"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 490.9 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "C450X450-12F25"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-4-4"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 490.9 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "B550X450"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Beam"  COVERTOP 70 COVERBOTTOM 70 ATI 0 ABI 0 ATJ 0 ABJ 0 
  CONCRETESECTION  "B500X400"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Beam"  COVERTOP 70 COVERBOTTOM 70 ATI 0 ABI 0 ATJ 0 ABJ 0 
  CONCRETESECTION  "C550X550-20F25"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-6-6"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 490.9 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "C550X550-20F20"  LONGBARMATERIAL "S400"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-6-6"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 314.2 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 

$ TENDON SECTIONS
  TENDONSECTION  "Tendon1"  MATERIAL  "A416Gr270"  STRANDAREA  98.70948

$ PIER SECTIONS
  PIERSECTION  "Pier1-St1"  BASEMATERIAL "C25"  
  PIERSECTION  "Pier2-St1"  BASEMATERIAL "C25"  
  PIERSECTION  "Pier1-St2&3"  BASEMATERIAL "C25"  
  PIERSECTION  "Pier2-St2&3"  BASEMATERIAL "C25"  
  PIERSECTION  "Pier1-St4&5"  BASEMATERIAL "C25"  
  PIERSECTION  "Pier2-St4&5"  BASEMATERIAL "C25"  
  PIERSECTION  "Pier1-St6&7"  BASEMATERIAL "C25"  
  PIERSECTION  "Pier2-St6&7"  BASEMATERIAL "C25"  

$ SECTION DESIGNER SECTIONS
  SDSECTION "Pier1-St1"  TYPE "PIER"  DESIGNCHECK "CHECK"  BASEMATERIAL "C25"  NUMSHAPES 5
  SDSECTION "Pier1-St1"  SHAPE 1  MATERIAL "C25"  SHAPETYPE "POLYGON"  NUMCORNERPTS 12
  SDSECTION "Pier1-St1"  SHAPE 1  POLYCORNER 1  X 0  Y 650
  SDSECTION "Pier1-St1"  SHAPE 1  POLYCORNER 2  X 0  Y 0
  SDSECTION "Pier1-St1"  SHAPE 1  POLYCORNER 3  X 650  Y 5.684342E-14
  SDSECTION "Pier1-St1"  SHAPE 1  POLYCORNER 4  X 650  Y 225
  SDSECTION "Pier1-St1"  SHAPE 1  POLYCORNER 5  X 8890  Y 225
  SDSECTION "Pier1-St1"  SHAPE 1  POLYCORNER 6  X 8890  Y 5.684342E-13
  SDSECTION "Pier1-St1"  SHAPE 1  POLYCORNER 7  X 9540  Y 5.684342E-13
  SDSECTION "Pier1-St1"  SHAPE 1  POLYCORNER 8  X 9540  Y 650
  SDSECTION "Pier1-St1"  SHAPE 1  POLYCORNER 9  X 8890  Y 650
  SDSECTION "Pier1-St1"  SHAPE 1  POLYCORNER 10  X 8890  Y 425
  SDSECTION "Pier1-St1"  SHAPE 1  POLYCORNER 11  X 650  Y 425
  SDSECTION "Pier1-St1"  SHAPE 1  POLYCORNER 12  X 650  Y 650
  SDSECTION "Pier1-St1"  SHAPE 2  MATERIAL "S400"  SHAPETYPE "RECT REBAR"    D 570  B 570  XC 325  YC 325
  SDSECTION "Pier1-St1"  SHAPE 2  EDGE 1  EDGEBARSIZE "25"    EDGEBARSPACING 150
  SDSECTION "Pier1-St1"  SHAPE 2  EDGE 2  EDGEBARSIZE "25"    EDGEBARSPACING 150
  SDSECTION "Pier1-St1"  SHAPE 2  EDGE 3  EDGEBARSIZE "25"    EDGEBARSPACING 150
  SDSECTION "Pier1-St1"  SHAPE 2  EDGE 4  EDGEBARSIZE "25"    EDGEBARSPACING 150
  SDSECTION "Pier1-St1"  SHAPE 2  CORNER 1  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St1"  SHAPE 2  CORNER 2  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St1"  SHAPE 2  CORNER 3  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St1"  SHAPE 2  CORNER 4  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St1"  SHAPE 2  TIEBARSIZE "10"  
  SDSECTION "Pier1-St1"  SHAPE 3  MATERIAL "S400"  SHAPETYPE "RECT REBAR"    D 570  B 570  XC 9215  YC 325
  SDSECTION "Pier1-St1"  SHAPE 3  EDGE 1  EDGEBARSIZE "25"    EDGEBARSPACING 150
  SDSECTION "Pier1-St1"  SHAPE 3  EDGE 2  EDGEBARSIZE "25"    EDGEBARSPACING 150
  SDSECTION "Pier1-St1"  SHAPE 3  EDGE 3  EDGEBARSIZE "25"    EDGEBARSPACING 150
  SDSECTION "Pier1-St1"  SHAPE 3  EDGE 4  EDGEBARSIZE "25"    EDGEBARSPACING 150
  SDSECTION "Pier1-St1"  SHAPE 3  CORNER 1  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St1"  SHAPE 3  CORNER 2  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St1"  SHAPE 3  CORNER 3  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St1"  SHAPE 3  CORNER 4  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St1"  SHAPE 3  TIEBARSIZE "10"  
  SDSECTION "Pier1-St1"  SHAPE 4  MATERIAL "S400"  SHAPETYPE "LINE REBAR"    BARSIZE "16"    SPACING 150  ENDBAR "YES"  X1 650  Y1 395  X2 8890  Y2 395
  SDSECTION "Pier1-St1"  SHAPE 5  MATERIAL "S400"  SHAPETYPE "LINE REBAR"    BARSIZE "16"    SPACING 150  ENDBAR "YES"  X1 650  Y1 255  X2 8890  Y2 255
  SDSECTION "Pier2-St1"  TYPE "PIER"  DESIGNCHECK "CHECK"  BASEMATERIAL "C25"  NUMSHAPES 5
  SDSECTION "Pier2-St1"  SHAPE 1  MATERIAL "C25"  SHAPETYPE "POLYGON"  NUMCORNERPTS 12
  SDSECTION "Pier2-St1"  SHAPE 1  POLYCORNER 1  X 0  Y 650
  SDSECTION "Pier2-St1"  SHAPE 1  POLYCORNER 2  X 0  Y 0
  SDSECTION "Pier2-St1"  SHAPE 1  POLYCORNER 3  X 650  Y 5.684342E-14
  SDSECTION "Pier2-St1"  SHAPE 1  POLYCORNER 4  X 650  Y 225
  SDSECTION "Pier2-St1"  SHAPE 1  POLYCORNER 5  X 8890  Y 225
  SDSECTION "Pier2-St1"  SHAPE 1  POLYCORNER 6  X 8890  Y 5.684342E-13
  SDSECTION "Pier2-St1"  SHAPE 1  POLYCORNER 7  X 9540  Y 5.684342E-13
  SDSECTION "Pier2-St1"  SHAPE 1  POLYCORNER 8  X 9540  Y 650
  SDSECTION "Pier2-St1"  SHAPE 1  POLYCORNER 9  X 8890  Y 650
  SDSECTION "Pier2-St1"  SHAPE 1  POLYCORNER 10  X 8890  Y 425
  SDSECTION "Pier2-St1"  SHAPE 1  POLYCORNER 11  X 650  Y 425
  SDSECTION "Pier2-St1"  SHAPE 1  POLYCORNER 12  X 650  Y 650
  SDSECTION "Pier2-St1"  SHAPE 2  MATERIAL "S400"  SHAPETYPE "RECT REBAR"    D 570  B 570  XC 325  YC 325
  SDSECTION "Pier2-St1"  SHAPE 2  EDGE 1  EDGEBARSIZE "25"    EDGEBARSPACING 150
  SDSECTION "Pier2-St1"  SHAPE 2  EDGE 2  EDGEBARSIZE "25"    EDGEBARSPACING 150
  SDSECTION "Pier2-St1"  SHAPE 2  EDGE 3  EDGEBARSIZE "25"    EDGEBARSPACING 150
  SDSECTION "Pier2-St1"  SHAPE 2  EDGE 4  EDGEBARSIZE "25"    EDGEBARSPACING 150
  SDSECTION "Pier2-St1"  SHAPE 2  CORNER 1  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St1"  SHAPE 2  CORNER 2  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St1"  SHAPE 2  CORNER 3  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St1"  SHAPE 2  CORNER 4  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St1"  SHAPE 2  TIEBARSIZE "10"  
  SDSECTION "Pier2-St1"  SHAPE 3  MATERIAL "S400"  SHAPETYPE "RECT REBAR"    D 570  B 570  XC 9215  YC 325
  SDSECTION "Pier2-St1"  SHAPE 3  EDGE 1  EDGEBARSIZE "25"    EDGEBARSPACING 150
  SDSECTION "Pier2-St1"  SHAPE 3  EDGE 2  EDGEBARSIZE "25"    EDGEBARSPACING 150
  SDSECTION "Pier2-St1"  SHAPE 3  EDGE 3  EDGEBARSIZE "25"    EDGEBARSPACING 150
  SDSECTION "Pier2-St1"  SHAPE 3  EDGE 4  EDGEBARSIZE "25"    EDGEBARSPACING 150
  SDSECTION "Pier2-St1"  SHAPE 3  CORNER 1  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St1"  SHAPE 3  CORNER 2  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St1"  SHAPE 3  CORNER 3  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St1"  SHAPE 3  CORNER 4  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St1"  SHAPE 3  TIEBARSIZE "10"  
  SDSECTION "Pier2-St1"  SHAPE 4  MATERIAL "S400"  SHAPETYPE "LINE REBAR"    BARSIZE "16"    SPACING 150  ENDBAR "YES"  X1 650  Y1 395  X2 8890  Y2 395
  SDSECTION "Pier2-St1"  SHAPE 5  MATERIAL "S400"  SHAPETYPE "LINE REBAR"    BARSIZE "16"    SPACING 150  ENDBAR "YES"  X1 650  Y1 255  X2 8890  Y2 255
  SDSECTION "Pier1-St2&3"  TYPE "PIER"  DESIGNCHECK "CHECK"  BASEMATERIAL "C25"  NUMSHAPES 5
  SDSECTION "Pier1-St2&3"  SHAPE 1  MATERIAL "C25"  SHAPETYPE "POLYGON"  NUMCORNERPTS 12
  SDSECTION "Pier1-St2&3"  SHAPE 1  POLYCORNER 1  X 0  Y 600
  SDSECTION "Pier1-St2&3"  SHAPE 1  POLYCORNER 2  X 0  Y 0
  SDSECTION "Pier1-St2&3"  SHAPE 1  POLYCORNER 3  X 600  Y 5.684342E-14
  SDSECTION "Pier1-St2&3"  SHAPE 1  POLYCORNER 4  X 600  Y 200
  SDSECTION "Pier1-St2&3"  SHAPE 1  POLYCORNER 5  X 8890  Y 200
  SDSECTION "Pier1-St2&3"  SHAPE 1  POLYCORNER 6  X 8890  Y 5.684342E-13
  SDSECTION "Pier1-St2&3"  SHAPE 1  POLYCORNER 7  X 9490  Y 5.684342E-13
  SDSECTION "Pier1-St2&3"  SHAPE 1  POLYCORNER 8  X 9490  Y 600
  SDSECTION "Pier1-St2&3"  SHAPE 1  POLYCORNER 9  X 8890  Y 600
  SDSECTION "Pier1-St2&3"  SHAPE 1  POLYCORNER 10  X 8890  Y 400
  SDSECTION "Pier1-St2&3"  SHAPE 1  POLYCORNER 11  X 600  Y 400
  SDSECTION "Pier1-St2&3"  SHAPE 1  POLYCORNER 12  X 600  Y 600
  SDSECTION "Pier1-St2&3"  SHAPE 2  MATERIAL "S400"  SHAPETYPE "RECT REBAR"    D 520  B 520  XC 300  YC 300
  SDSECTION "Pier1-St2&3"  SHAPE 2  EDGE 1  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St2&3"  SHAPE 2  EDGE 2  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St2&3"  SHAPE 2  EDGE 3  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St2&3"  SHAPE 2  EDGE 4  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St2&3"  SHAPE 2  CORNER 1  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St2&3"  SHAPE 2  CORNER 2  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St2&3"  SHAPE 2  CORNER 3  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St2&3"  SHAPE 2  CORNER 4  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St2&3"  SHAPE 2  TIEBARSIZE "10"  
  SDSECTION "Pier1-St2&3"  SHAPE 3  MATERIAL "S400"  SHAPETYPE "RECT REBAR"    D 520  B 520  XC 9190  YC 300
  SDSECTION "Pier1-St2&3"  SHAPE 3  EDGE 1  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St2&3"  SHAPE 3  EDGE 2  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St2&3"  SHAPE 3  EDGE 3  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St2&3"  SHAPE 3  EDGE 4  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St2&3"  SHAPE 3  CORNER 1  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St2&3"  SHAPE 3  CORNER 2  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St2&3"  SHAPE 3  CORNER 3  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St2&3"  SHAPE 3  CORNER 4  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St2&3"  SHAPE 3  TIEBARSIZE "10"  
  SDSECTION "Pier1-St2&3"  SHAPE 4  MATERIAL "S400"  SHAPETYPE "LINE REBAR"    BARSIZE "16"    SPACING 150  ENDBAR "YES"  X1 600  Y1 370  X2 8890  Y2 370
  SDSECTION "Pier1-St2&3"  SHAPE 5  MATERIAL "S400"  SHAPETYPE "LINE REBAR"    BARSIZE "16"    SPACING 150  ENDBAR "YES"  X1 600  Y1 230  X2 8890  Y2 230
  SDSECTION "Pier2-St2&3"  TYPE "PIER"  DESIGNCHECK "CHECK"  BASEMATERIAL "C25"  NUMSHAPES 5
  SDSECTION "Pier2-St2&3"  SHAPE 1  MATERIAL "C25"  SHAPETYPE "POLYGON"  NUMCORNERPTS 12
  SDSECTION "Pier2-St2&3"  SHAPE 1  POLYCORNER 1  X 0  Y 600
  SDSECTION "Pier2-St2&3"  SHAPE 1  POLYCORNER 2  X 0  Y 0
  SDSECTION "Pier2-St2&3"  SHAPE 1  POLYCORNER 3  X 600  Y 5.684342E-14
  SDSECTION "Pier2-St2&3"  SHAPE 1  POLYCORNER 4  X 600  Y 200
  SDSECTION "Pier2-St2&3"  SHAPE 1  POLYCORNER 5  X 8890  Y 200
  SDSECTION "Pier2-St2&3"  SHAPE 1  POLYCORNER 6  X 8890  Y 5.684342E-13
  SDSECTION "Pier2-St2&3"  SHAPE 1  POLYCORNER 7  X 9490  Y 5.684342E-13
  SDSECTION "Pier2-St2&3"  SHAPE 1  POLYCORNER 8  X 9490  Y 600
  SDSECTION "Pier2-St2&3"  SHAPE 1  POLYCORNER 9  X 8890  Y 600
  SDSECTION "Pier2-St2&3"  SHAPE 1  POLYCORNER 10  X 8890  Y 400
  SDSECTION "Pier2-St2&3"  SHAPE 1  POLYCORNER 11  X 600  Y 400
  SDSECTION "Pier2-St2&3"  SHAPE 1  POLYCORNER 12  X 600  Y 600
  SDSECTION "Pier2-St2&3"  SHAPE 2  MATERIAL "S400"  SHAPETYPE "RECT REBAR"    D 520  B 520  XC 300  YC 300
  SDSECTION "Pier2-St2&3"  SHAPE 2  EDGE 1  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St2&3"  SHAPE 2  EDGE 2  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St2&3"  SHAPE 2  EDGE 3  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St2&3"  SHAPE 2  EDGE 4  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St2&3"  SHAPE 2  CORNER 1  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St2&3"  SHAPE 2  CORNER 2  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St2&3"  SHAPE 2  CORNER 3  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St2&3"  SHAPE 2  CORNER 4  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St2&3"  SHAPE 2  TIEBARSIZE "10"  
  SDSECTION "Pier2-St2&3"  SHAPE 3  MATERIAL "S400"  SHAPETYPE "RECT REBAR"    D 520  B 520  XC 9190  YC 300
  SDSECTION "Pier2-St2&3"  SHAPE 3  EDGE 1  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St2&3"  SHAPE 3  EDGE 2  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St2&3"  SHAPE 3  EDGE 3  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St2&3"  SHAPE 3  EDGE 4  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St2&3"  SHAPE 3  CORNER 1  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St2&3"  SHAPE 3  CORNER 2  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St2&3"  SHAPE 3  CORNER 3  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St2&3"  SHAPE 3  CORNER 4  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St2&3"  SHAPE 3  TIEBARSIZE "10"  
  SDSECTION "Pier2-St2&3"  SHAPE 4  MATERIAL "S400"  SHAPETYPE "LINE REBAR"    BARSIZE "16"    SPACING 150  ENDBAR "YES"  X1 600  Y1 370  X2 8890  Y2 370
  SDSECTION "Pier2-St2&3"  SHAPE 5  MATERIAL "S400"  SHAPETYPE "LINE REBAR"    BARSIZE "16"    SPACING 150  ENDBAR "YES"  X1 600  Y1 230  X2 8890  Y2 230
  SDSECTION "Pier1-St4&5"  TYPE "PIER"  DESIGNCHECK "CHECK"  BASEMATERIAL "C25"  NUMSHAPES 5
  SDSECTION "Pier1-St4&5"  SHAPE 1  MATERIAL "C25"  SHAPETYPE "POLYGON"  NUMCORNERPTS 12
  SDSECTION "Pier1-St4&5"  SHAPE 1  POLYCORNER 1  X 0  Y 550
  SDSECTION "Pier1-St4&5"  SHAPE 1  POLYCORNER 2  X 0  Y 0
  SDSECTION "Pier1-St4&5"  SHAPE 1  POLYCORNER 3  X 550  Y 5.684342E-14
  SDSECTION "Pier1-St4&5"  SHAPE 1  POLYCORNER 4  X 550  Y 175
  SDSECTION "Pier1-St4&5"  SHAPE 1  POLYCORNER 5  X 8890  Y 175
  SDSECTION "Pier1-St4&5"  SHAPE 1  POLYCORNER 6  X 8890  Y 5.684342E-13
  SDSECTION "Pier1-St4&5"  SHAPE 1  POLYCORNER 7  X 9440  Y 5.684342E-13
  SDSECTION "Pier1-St4&5"  SHAPE 1  POLYCORNER 8  X 9440  Y 550
  SDSECTION "Pier1-St4&5"  SHAPE 1  POLYCORNER 9  X 8890  Y 550
  SDSECTION "Pier1-St4&5"  SHAPE 1  POLYCORNER 10  X 8890  Y 375
  SDSECTION "Pier1-St4&5"  SHAPE 1  POLYCORNER 11  X 550  Y 375
  SDSECTION "Pier1-St4&5"  SHAPE 1  POLYCORNER 12  X 550  Y 550
  SDSECTION "Pier1-St4&5"  SHAPE 2  MATERIAL "S400"  SHAPETYPE "RECT REBAR"    D 470  B 470  XC 275  YC 275
  SDSECTION "Pier1-St4&5"  SHAPE 2  EDGE 1  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St4&5"  SHAPE 2  EDGE 2  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St4&5"  SHAPE 2  EDGE 3  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St4&5"  SHAPE 2  EDGE 4  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St4&5"  SHAPE 2  CORNER 1  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St4&5"  SHAPE 2  CORNER 2  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St4&5"  SHAPE 2  CORNER 3  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St4&5"  SHAPE 2  CORNER 4  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St4&5"  SHAPE 2  TIEBARSIZE "10"  
  SDSECTION "Pier1-St4&5"  SHAPE 3  MATERIAL "S400"  SHAPETYPE "RECT REBAR"    D 470  B 470  XC 9165  YC 275
  SDSECTION "Pier1-St4&5"  SHAPE 3  EDGE 1  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St4&5"  SHAPE 3  EDGE 2  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St4&5"  SHAPE 3  EDGE 3  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St4&5"  SHAPE 3  EDGE 4  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St4&5"  SHAPE 3  CORNER 1  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St4&5"  SHAPE 3  CORNER 2  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St4&5"  SHAPE 3  CORNER 3  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St4&5"  SHAPE 3  CORNER 4  CORNERBARSIZE "25"  
  SDSECTION "Pier1-St4&5"  SHAPE 3  TIEBARSIZE "10"  
  SDSECTION "Pier1-St4&5"  SHAPE 4  MATERIAL "S400"  SHAPETYPE "LINE REBAR"    BARSIZE "16"    SPACING 150  ENDBAR "YES"  X1 550  Y1 345  X2 8890  Y2 345
  SDSECTION "Pier1-St4&5"  SHAPE 5  MATERIAL "S400"  SHAPETYPE "LINE REBAR"    BARSIZE "16"    SPACING 150  ENDBAR "YES"  X1 550  Y1 205  X2 8890  Y2 205
  SDSECTION "Pier2-St4&5"  TYPE "PIER"  DESIGNCHECK "CHECK"  BASEMATERIAL "C25"  NUMSHAPES 5
  SDSECTION "Pier2-St4&5"  SHAPE 1  MATERIAL "C25"  SHAPETYPE "POLYGON"  NUMCORNERPTS 12
  SDSECTION "Pier2-St4&5"  SHAPE 1  POLYCORNER 1  X 0  Y 550
  SDSECTION "Pier2-St4&5"  SHAPE 1  POLYCORNER 2  X 0  Y 0
  SDSECTION "Pier2-St4&5"  SHAPE 1  POLYCORNER 3  X 550  Y 5.684342E-14
  SDSECTION "Pier2-St4&5"  SHAPE 1  POLYCORNER 4  X 550  Y 175
  SDSECTION "Pier2-St4&5"  SHAPE 1  POLYCORNER 5  X 8890  Y 175
  SDSECTION "Pier2-St4&5"  SHAPE 1  POLYCORNER 6  X 8890  Y 5.684342E-13
  SDSECTION "Pier2-St4&5"  SHAPE 1  POLYCORNER 7  X 9440  Y 5.684342E-13
  SDSECTION "Pier2-St4&5"  SHAPE 1  POLYCORNER 8  X 9440  Y 550
  SDSECTION "Pier2-St4&5"  SHAPE 1  POLYCORNER 9  X 8890  Y 550
  SDSECTION "Pier2-St4&5"  SHAPE 1  POLYCORNER 10  X 8890  Y 375
  SDSECTION "Pier2-St4&5"  SHAPE 1  POLYCORNER 11  X 550  Y 375
  SDSECTION "Pier2-St4&5"  SHAPE 1  POLYCORNER 12  X 550  Y 550
  SDSECTION "Pier2-St4&5"  SHAPE 2  MATERIAL "S400"  SHAPETYPE "RECT REBAR"    D 470  B 470  XC 275  YC 275
  SDSECTION "Pier2-St4&5"  SHAPE 2  EDGE 1  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St4&5"  SHAPE 2  EDGE 2  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St4&5"  SHAPE 2  EDGE 3  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St4&5"  SHAPE 2  EDGE 4  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St4&5"  SHAPE 2  CORNER 1  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St4&5"  SHAPE 2  CORNER 2  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St4&5"  SHAPE 2  CORNER 3  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St4&5"  SHAPE 2  CORNER 4  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St4&5"  SHAPE 2  TIEBARSIZE "10"  
  SDSECTION "Pier2-St4&5"  SHAPE 3  MATERIAL "S400"  SHAPETYPE "RECT REBAR"    D 470  B 470  XC 9165  YC 275
  SDSECTION "Pier2-St4&5"  SHAPE 3  EDGE 1  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St4&5"  SHAPE 3  EDGE 2  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St4&5"  SHAPE 3  EDGE 3  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St4&5"  SHAPE 3  EDGE 4  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St4&5"  SHAPE 3  CORNER 1  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St4&5"  SHAPE 3  CORNER 2  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St4&5"  SHAPE 3  CORNER 3  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St4&5"  SHAPE 3  CORNER 4  CORNERBARSIZE "25"  
  SDSECTION "Pier2-St4&5"  SHAPE 3  TIEBARSIZE "10"  
  SDSECTION "Pier2-St4&5"  SHAPE 4  MATERIAL "S400"  SHAPETYPE "LINE REBAR"    BARSIZE "16"    SPACING 150  ENDBAR "YES"  X1 550  Y1 345  X2 8890  Y2 345
  SDSECTION "Pier2-St4&5"  SHAPE 5  MATERIAL "S400"  SHAPETYPE "LINE REBAR"    BARSIZE "16"    SPACING 150  ENDBAR "YES"  X1 550  Y1 205  X2 8890  Y2 205
  SDSECTION "Pier1-St6&7"  TYPE "PIER"  DESIGNCHECK "CHECK"  BASEMATERIAL "C25"  NUMSHAPES 5
  SDSECTION "Pier1-St6&7"  SHAPE 1  MATERIAL "C25"  SHAPETYPE "POLYGON"  NUMCORNERPTS 12
  SDSECTION "Pier1-St6&7"  SHAPE 1  POLYCORNER 1  X 0  Y 500
  SDSECTION "Pier1-St6&7"  SHAPE 1  POLYCORNER 2  X 0  Y 0
  SDSECTION "Pier1-St6&7"  SHAPE 1  POLYCORNER 3  X 500  Y 2.842171E-14
  SDSECTION "Pier1-St6&7"  SHAPE 1  POLYCORNER 4  X 500  Y 150
  SDSECTION "Pier1-St6&7"  SHAPE 1  POLYCORNER 5  X 8890  Y 150
  SDSECTION "Pier1-St6&7"  SHAPE 1  POLYCORNER 6  X 8890  Y 5.684342E-13
  SDSECTION "Pier1-St6&7"  SHAPE 1  POLYCORNER 7  X 9390  Y 5.968559E-13
  SDSECTION "Pier1-St6&7"  SHAPE 1  POLYCORNER 8  X 9390  Y 500
  SDSECTION "Pier1-St6&7"  SHAPE 1  POLYCORNER 9  X 8890  Y 500
  SDSECTION "Pier1-St6&7"  SHAPE 1  POLYCORNER 10  X 8890  Y 350
  SDSECTION "Pier1-St6&7"  SHAPE 1  POLYCORNER 11  X 500  Y 350
  SDSECTION "Pier1-St6&7"  SHAPE 1  POLYCORNER 12  X 500  Y 500
  SDSECTION "Pier1-St6&7"  SHAPE 2  MATERIAL "S400"  SHAPETYPE "RECT REBAR"    D 420  B 420  XC 250  YC 250
  SDSECTION "Pier1-St6&7"  SHAPE 2  EDGE 1  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St6&7"  SHAPE 2  EDGE 2  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St6&7"  SHAPE 2  EDGE 3  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St6&7"  SHAPE 2  EDGE 4  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St6&7"  SHAPE 2  CORNER 1  CORNERBARSIZE "20"  
  SDSECTION "Pier1-St6&7"  SHAPE 2  CORNER 2  CORNERBARSIZE "20"  
  SDSECTION "Pier1-St6&7"  SHAPE 2  CORNER 3  CORNERBARSIZE "20"  
  SDSECTION "Pier1-St6&7"  SHAPE 2  CORNER 4  CORNERBARSIZE "20"  
  SDSECTION "Pier1-St6&7"  SHAPE 2  TIEBARSIZE "10"  
  SDSECTION "Pier1-St6&7"  SHAPE 3  MATERIAL "S400"  SHAPETYPE "RECT REBAR"    D 420  B 420  XC 9140  YC 250
  SDSECTION "Pier1-St6&7"  SHAPE 3  EDGE 1  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St6&7"  SHAPE 3  EDGE 2  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St6&7"  SHAPE 3  EDGE 3  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St6&7"  SHAPE 3  EDGE 4  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier1-St6&7"  SHAPE 3  CORNER 1  CORNERBARSIZE "20"  
  SDSECTION "Pier1-St6&7"  SHAPE 3  CORNER 2  CORNERBARSIZE "20"  
  SDSECTION "Pier1-St6&7"  SHAPE 3  CORNER 3  CORNERBARSIZE "20"  
  SDSECTION "Pier1-St6&7"  SHAPE 3  CORNER 4  CORNERBARSIZE "20"  
  SDSECTION "Pier1-St6&7"  SHAPE 3  TIEBARSIZE "10"  
  SDSECTION "Pier1-St6&7"  SHAPE 4  MATERIAL "S400"  SHAPETYPE "LINE REBAR"    BARSIZE "16"    SPACING 150  ENDBAR "YES"  X1 500  Y1 320  X2 8890  Y2 320
  SDSECTION "Pier1-St6&7"  SHAPE 5  MATERIAL "S400"  SHAPETYPE "LINE REBAR"    BARSIZE "16"    SPACING 150  ENDBAR "YES"  X1 500  Y1 180  X2 8890  Y2 180
  SDSECTION "Pier2-St6&7"  TYPE "PIER"  DESIGNCHECK "CHECK"  BASEMATERIAL "C25"  NUMSHAPES 5
  SDSECTION "Pier2-St6&7"  SHAPE 1  MATERIAL "C25"  SHAPETYPE "POLYGON"  NUMCORNERPTS 12
  SDSECTION "Pier2-St6&7"  SHAPE 1  POLYCORNER 1  X 0  Y 500
  SDSECTION "Pier2-St6&7"  SHAPE 1  POLYCORNER 2  X 0  Y 0
  SDSECTION "Pier2-St6&7"  SHAPE 1  POLYCORNER 3  X 500  Y 2.842171E-14
  SDSECTION "Pier2-St6&7"  SHAPE 1  POLYCORNER 4  X 500  Y 150
  SDSECTION "Pier2-St6&7"  SHAPE 1  POLYCORNER 5  X 8890  Y 150
  SDSECTION "Pier2-St6&7"  SHAPE 1  POLYCORNER 6  X 8890  Y 5.684342E-13
  SDSECTION "Pier2-St6&7"  SHAPE 1  POLYCORNER 7  X 9390  Y 5.968559E-13
  SDSECTION "Pier2-St6&7"  SHAPE 1  POLYCORNER 8  X 9390  Y 500
  SDSECTION "Pier2-St6&7"  SHAPE 1  POLYCORNER 9  X 8890  Y 500
  SDSECTION "Pier2-St6&7"  SHAPE 1  POLYCORNER 10  X 8890  Y 350
  SDSECTION "Pier2-St6&7"  SHAPE 1  POLYCORNER 11  X 500  Y 350
  SDSECTION "Pier2-St6&7"  SHAPE 1  POLYCORNER 12  X 500  Y 500
  SDSECTION "Pier2-St6&7"  SHAPE 2  MATERIAL "S400"  SHAPETYPE "RECT REBAR"    D 420  B 420  XC 250  YC 250
  SDSECTION "Pier2-St6&7"  SHAPE 2  EDGE 1  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St6&7"  SHAPE 2  EDGE 2  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St6&7"  SHAPE 2  EDGE 3  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St6&7"  SHAPE 2  EDGE 4  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St6&7"  SHAPE 2  CORNER 1  CORNERBARSIZE "20"  
  SDSECTION "Pier2-St6&7"  SHAPE 2  CORNER 2  CORNERBARSIZE "20"  
  SDSECTION "Pier2-St6&7"  SHAPE 2  CORNER 3  CORNERBARSIZE "20"  
  SDSECTION "Pier2-St6&7"  SHAPE 2  CORNER 4  CORNERBARSIZE "20"  
  SDSECTION "Pier2-St6&7"  SHAPE 2  TIEBARSIZE "10"  
  SDSECTION "Pier2-St6&7"  SHAPE 3  MATERIAL "S400"  SHAPETYPE "RECT REBAR"    D 420  B 420  XC 9140  YC 250
  SDSECTION "Pier2-St6&7"  SHAPE 3  EDGE 1  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St6&7"  SHAPE 3  EDGE 2  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St6&7"  SHAPE 3  EDGE 3  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St6&7"  SHAPE 3  EDGE 4  EDGEBARSIZE "25"    EDGEBARNUMBER 2
  SDSECTION "Pier2-St6&7"  SHAPE 3  CORNER 1  CORNERBARSIZE "20"  
  SDSECTION "Pier2-St6&7"  SHAPE 3  CORNER 2  CORNERBARSIZE "20"  
  SDSECTION "Pier2-St6&7"  SHAPE 3  CORNER 3  CORNERBARSIZE "20"  
  SDSECTION "Pier2-St6&7"  SHAPE 3  CORNER 4  CORNERBARSIZE "20"  
  SDSECTION "Pier2-St6&7"  SHAPE 3  TIEBARSIZE "10"  
  SDSECTION "Pier2-St6&7"  SHAPE 4  MATERIAL "S400"  SHAPETYPE "LINE REBAR"    BARSIZE "16"    SPACING 150  ENDBAR "YES"  X1 500  Y1 320  X2 8890  Y2 320
  SDSECTION "Pier2-St6&7"  SHAPE 5  MATERIAL "S400"  SHAPETYPE "LINE REBAR"    BARSIZE "16"    SPACING 150  ENDBAR "YES"  X1 500  Y1 180  X2 8890  Y2 180

$ SLAB PROPERTIES
  SHELLPROP  "S15-Shell"  PROPTYPE  "Slab"  MATERIAL "C25"  MODELINGTYPE "ShellThin"  SLABTYPE "Slab"  SLABTHICKNESS 150 
  SHELLPROP  "S20-Membrane"  PROPTYPE  "Slab"  MATERIAL "C25"  MODELINGTYPE "Membrane"  SLABTYPE "Slab"  SLABTHICKNESS 200 

$ DECK PROPERTIES
  SHELLPROP  "Deck-30"  PROPTYPE  "Deck"  DECKTYPE "Filled"  CONCMATERIAL "C0"  DECKMATERIAL "C0"  DECKSLABDEPTH 50 DECKRIBDEPTH 250 DECKRIBWIDTHTOP 150 DECKRIBWIDTHBOTTOM 100 DECKRIBSPACING 500 DECKSHEARTHICKNESS 1 DECKUNITWEIGHT 0 SHEARSTUDDIAM 19 SHEARSTUDHEIGHT 150 SHEARSTUDFU 400 

$ WALL PROPERTIES
  SHELLPROP  "W20"  PROPTYPE  "Wall"  MATERIAL "C25"  MODELINGTYPE "ShellThin"  WALLTHICKNESS 200 
  SHELLPROP  "RW-25"  PROPTYPE  "Wall"  MATERIAL "C25"  MODELINGTYPE "ShellThin"  WALLTHICKNESS 250 

$ LINK PROPERTIES
  LINKPROP  "Link1"  TYPE "LINEAR"  
  LINKPROP  "Link1"  DOF "U1"  
  LINKPROP  "Link1"  U1STIFF 1 

$ PANEL ZONE PROPERTIES
  PANELZONE  "PZone1"  PZTYPE  "From Column"  PZDOUBLER  0 

$ PIER/SPANDREL NAMES 
  PIERNAME  "P1"  
  SPANDRELNAME  "S1"  

$ POINT COORDINATES
  POINT "1"  0 0 
  POINT "2"  0 7000 
  POINT "3"  0 15000 
  POINT "4"  0 18000 
  POINT "5"  6000 0 
  POINT "6"  6000 7000 
  POINT "7"  6000 15000 
  POINT "8"  6000 18000 
  POINT "9"  12000 0 
  POINT "10"  12000 7000 
  POINT "11"  12000 15000 
  POINT "12"  12000 18000 
  POINT "13"  16000 0 
  POINT "14"  16000 7000 
  POINT "15"  16000 15000 
  POINT "16"  16000 18000 
  POINT "17"  4000 15000 
  POINT "18"  4000 18000 
  POINT "19"  6000 16400 
  POINT "20"  4000 16400 

$ LINE CONNECTIVITIES
  LINE  "C1"  COLUMN  "1"  "1"  1
  LINE  "C2"  COLUMN  "2"  "2"  1
  LINE  "C3"  COLUMN  "3"  "3"  1
  LINE  "C4"  COLUMN  "4"  "4"  1
  LINE  "C5"  COLUMN  "5"  "5"  1
  LINE  "C6"  COLUMN  "6"  "6"  1
  LINE  "C7"  COLUMN  "7"  "7"  1
  LINE  "C8"  COLUMN  "8"  "8"  1
  LINE  "C9"  COLUMN  "9"  "9"  1
  LINE  "C10"  COLUMN  "10"  "10"  1
  LINE  "C11"  COLUMN  "11"  "11"  1
  LINE  "C12"  COLUMN  "12"  "12"  1
  LINE  "C13"  COLUMN  "13"  "13"  1
  LINE  "C14"  COLUMN  "14"  "14"  1
  LINE  "C15"  COLUMN  "15"  "15"  1
  LINE  "C16"  COLUMN  "16"  "16"  1
  LINE  "B1"  BEAM  "1"  "2"  0
  LINE  "B2"  BEAM  "2"  "3"  0
  LINE  "B3"  BEAM  "3"  "4"  0
  LINE  "B4"  BEAM  "5"  "6"  0
  LINE  "B5"  BEAM  "6"  "7"  0
  LINE  "B6"  BEAM  "7"  "8"  0
  LINE  "B7"  BEAM  "9"  "10"  0
  LINE  "B8"  BEAM  "10"  "11"  0
  LINE  "B9"  BEAM  "11"  "12"  0
  LINE  "B10"  BEAM  "13"  "14"  0
  LINE  "B11"  BEAM  "14"  "15"  0
  LINE  "B12"  BEAM  "15"  "16"  0
  LINE  "B13"  BEAM  "1"  "5"  0
  LINE  "B14"  BEAM  "5"  "9"  0
  LINE  "B15"  BEAM  "9"  "13"  0
  LINE  "B16"  BEAM  "2"  "6"  0
  LINE  "B17"  BEAM  "6"  "10"  0
  LINE  "B18"  BEAM  "10"  "14"  0
  LINE  "B19"  BEAM  "3"  "7"  0
  LINE  "B20"  BEAM  "7"  "11"  0
  LINE  "B21"  BEAM  "11"  "15"  0
  LINE  "B22"  BEAM  "4"  "8"  0
  LINE  "B23"  BEAM  "8"  "12"  0
  LINE  "B24"  BEAM  "12"  "16"  0
  LINE  "B25"  BEAM  "17"  "18"  0
  LINE  "B26"  BEAM  "20"  "19"  0
  LINE  "D1"  BRACE  "2"  "3"  1
  LINE  "D2"  BRACE  "3"  "2"  1
  LINE  "D3"  BRACE  "14"  "15"  1
  LINE  "D4"  BRACE  "15"  "14"  1

$ AREA CONNECTIVITIES
  AREA "F1"  FLOOR  4  "7"  "11"  "12"  "8"  0  0  0  0  
  AREA "F2"  FLOOR  4  "11"  "15"  "16"  "12"  0  0  0  0  
  AREA "F3"  FLOOR  4  "10"  "14"  "15"  "11"  0  0  0  0  
  AREA "F4"  FLOOR  4  "6"  "10"  "11"  "7"  0  0  0  0  
  AREA "F5"  FLOOR  4  "2"  "6"  "7"  "3"  0  0  0  0  
  AREA "F6"  FLOOR  4  "1"  "5"  "6"  "2"  0  0  0  0  
  AREA "F7"  FLOOR  4  "5"  "9"  "10"  "6"  0  0  0  0  
  AREA "F8"  FLOOR  4  "9"  "13"  "14"  "10"  0  0  0  0  
  AREA "F9"  FLOOR  4  "3"  "7"  "8"  "4"  0  0  0  0  
  AREA "F10"  FLOOR  4  "17"  "7"  "19"  "20"  0  0  0  0  
  AREA "A1"  AREA  4  "20"  "19"  "8"  "18"  0  0  0  0  

$ POINT ASSIGNS
  POINTASSIGN  "1"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "2"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "3"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "4"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "5"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "6"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "7"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "8"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "9"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "10"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "11"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "12"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "13"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "14"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "15"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "16"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "20"  "Story5"  USERJOINT  "Yes"  
  POINTASSIGN  "20"  "Story4"  USERJOINT  "Yes"  
  POINTASSIGN  "20"  "Story3"  USERJOINT  "Yes"  
  POINTASSIGN  "20"  "Story2"  USERJOINT  "Yes"  

$ LINE ASSIGNS
  LINEASSIGN  "C1"  "Story5"  SECTION "Box25X25X2.0"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C1"  "Story4"  SECTION "Box25X25X2.0"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C1"  "Story3"  SECTION "Box30X30X2.5"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C1"  "Story2"  SECTION "Box30X30X2.5"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C1"  "Story1"  SECTION "Box30X30X2.5"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "Story5"  SECTION "Box25X25X2.0"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "Story4"  SECTION "Box25X25X2.0"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "Story3"  SECTION "Box30X30X2.5"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "Story2"  SECTION "Box30X30X2.5"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "Story1"  SECTION "Box30X30X2.5"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C3"  "Pent"  SECTION "Box25X25X2.0"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C3"  "Story5"  SECTION "Box25X25X2.0"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C3"  "Story4"  SECTION "Box25X25X2.0"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C3"  "Story3"  SECTION "Box30X30X2.5"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C3"  "Story2"  SECTION "Box30X30X2.5"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C3"  "Story1"  SECTION "Box30X30X2.5"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C4"  "Pent"  SECTION "Box25X25X2.0"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C4"  "Story5"  SECTION "Box25X25X2.0"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C4"  "Story4"  SECTION "Box25X25X2.0"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C4"  "Story3"  SECTION "Box30X30X2.5"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C4"  "Story2"  SECTION "Box30X30X2.5"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C4"  "Story1"  SECTION "Box30X30X2.5"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C5"  "Story5"  SECTION "Box25X25X2.0"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C5"  "Story4"  SECTION "Box25X25X2.0"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C5"  "Story3"  SECTION "Box30X30X2.5"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C5"  "Story2"  SECTION "Box30X30X2.5"  DESIGN "STEEL"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
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  LINEASSIGN  "B10"  "Story2"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B10"  "Story1"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B11"  "Story5"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B11"  "Story4"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B11"  "Story3"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B11"  "Story2"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B11"  "Story1"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B12"  "Story5"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B12"  "Story4"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B12"  "Story3"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B12"  "Story2"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B12"  "Story1"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B13"  "Story5"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B13"  "Story4"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B13"  "Story3"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B13"  "Story2"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B13"  "Story1"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B14"  "Story5"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B14"  "Story4"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B14"  "Story3"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B14"  "Story2"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B14"  "Story1"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B15"  "Story5"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B15"  "Story4"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B15"  "Story3"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B15"  "Story2"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B15"  "Story1"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "Story5"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "Story4"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "Story3"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "Story2"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "Story1"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "Story5"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "Story4"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "Story3"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "Story2"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "Story1"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "Story5"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "Story4"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "Story3"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "Story2"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "Story1"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B19"  "Pent"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B19"  "Story5"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B19"  "Story4"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B19"  "Story3"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B19"  "Story2"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B19"  "Story1"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B20"  "Story5"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B20"  "Story4"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B20"  "Story3"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B20"  "Story2"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B20"  "Story1"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B21"  "Story5"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B21"  "Story4"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B21"  "Story3"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B21"  "Story2"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B21"  "Story1"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B22"  "Pent"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B22"  "Story5"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B22"  "Story4"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B22"  "Story3"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B22"  "Story2"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B22"  "Story1"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B23"  "Story5"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B23"  "Story4"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B23"  "Story3"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B23"  "Story2"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B23"  "Story1"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B24"  "Story5"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B24"  "Story4"  SECTION "PL30X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B24"  "Story3"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B24"  "Story2"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B24"  "Story1"  SECTION "PL32X1.2-20X3.0"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B25"  "Story1"  SECTION "IPE240"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B26"  "Story1"  SECTION "IPE160"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B25"  "Story5"  SECTION "IPE240"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B26"  "Story5"  SECTION "IPE160"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B25"  "Story4"  SECTION "IPE240"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B26"  "Story4"  SECTION "IPE160"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B25"  "Story3"  SECTION "IPE240"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B26"  "Story3"  SECTION "IPE160"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B25"  "Story2"  SECTION "IPE240"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B26"  "Story2"  SECTION "IPE160"  DESIGN "STEEL"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "D3"  "Story1"  SECTION "2UPN200(D20)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D3"  "Story5"  SECTION "2UPN180(D15)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D3"  "Story4"  SECTION "2UPN180(D15)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D3"  "Story3"  SECTION "2UPN200(D20)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D3"  "Story2"  SECTION "2UPN200(D20)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D4"  "Story1"  SECTION "2UPN200(D20)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D4"  "Story5"  SECTION "2UPN180(D15)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D4"  "Story4"  SECTION "2UPN180(D15)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D4"  "Story3"  SECTION "2UPN200(D20)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D4"  "Story2"  SECTION "2UPN200(D20)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D1"  "Story1"  SECTION "2UPN200(D20)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D1"  "Story5"  SECTION "2UPN180(D15)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D1"  "Story4"  SECTION "2UPN180(D15)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D1"  "Story3"  SECTION "2UPN200(D20)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D1"  "Story2"  SECTION "2UPN200(D20)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D2"  "Story1"  SECTION "2UPN200(D20)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D2"  "Story5"  SECTION "2UPN180(D15)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D2"  "Story4"  SECTION "2UPN180(D15)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D2"  "Story3"  SECTION "2UPN200(D20)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D2"  "Story2"  SECTION "2UPN200(D20)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 MESH "POINTSANDLINES"  

$ AREA ASSIGNS
  AREAASSIGN  "F1"  "Story5"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F1"  "Story4"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F1"  "Story3"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F1"  "Story2"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F1"  "Story1"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F2"  "Story5"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F2"  "Story4"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F2"  "Story3"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F2"  "Story2"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F2"  "Story1"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F3"  "Story5"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F3"  "Story4"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F3"  "Story3"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F3"  "Story2"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F3"  "Story1"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F4"  "Story5"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F4"  "Story4"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F4"  "Story3"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F4"  "Story2"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F4"  "Story1"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F5"  "Story5"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F5"  "Story4"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F5"  "Story3"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F5"  "Story2"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F5"  "Story1"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F6"  "Story5"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F6"  "Story4"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F6"  "Story3"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F6"  "Story2"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F6"  "Story1"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F7"  "Story5"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F7"  "Story4"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F7"  "Story3"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F7"  "Story2"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F7"  "Story1"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F8"  "Story5"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F8"  "Story4"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F8"  "Story3"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F8"  "Story2"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F8"  "Story1"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F9"  "Pent"  SECTION "Deck-30"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "A1"  "Story1"  OPENING "Yes"  
  AREAASSIGN  "F10"  "Story1"  SECTION "S20-Membrane"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "A1"  "Story5"  OPENING "Yes"  
  AREAASSIGN  "F10"  "Story5"  SECTION "S20-Membrane"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "A1"  "Story4"  OPENING "Yes"  
  AREAASSIGN  "F10"  "Story4"  SECTION "S20-Membrane"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "A1"  "Story3"  OPENING "Yes"  
  AREAASSIGN  "F10"  "Story3"  SECTION "S20-Membrane"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "A1"  "Story2"  OPENING "Yes"  
  AREAASSIGN  "F10"  "Story2"  SECTION "S20-Membrane"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  

$ LOAD PATTERNS
  LOADPATTERN "Dead"  TYPE  "Dead"  SELFWEIGHT  1
  LOADPATTERN "Live"  TYPE  "Live"  SELFWEIGHT  0
  LOADPATTERN "Lroof"  TYPE  "Roof Live"  SELFWEIGHT  0
  LOADPATTERN "Snow"  TYPE  "Snow"  SELFWEIGHT  0
  LOADPATTERN "EX"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "EXAll"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "EY"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "EYAll"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "Mass"  TYPE  "Other"  SELFWEIGHT  0
  LOADPATTERN "EXDrift"  TYPE  "Seismic (Drift)"  SELFWEIGHT  0
  LOADPATTERN "EYDrift"  TYPE  "Seismic (Drift)"  SELFWEIGHT  0
  LOADPATTERN "NDX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Dead"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NDY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Dead"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  LOADPATTERN "NLX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Live"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NLY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Live"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  LOADPATTERN "NSX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Snow"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NSY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Snow"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  LOADPATTERN "NLrX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Lroof"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NLrY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Lroof"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  SEISMIC "EX"  "User Coefficient"    DIR "X"    TOPSTORY "Story5"    BOTTOMSTORY "Base"    SHEARCOEFF 0.0994  HEIGHTEXPONENT 1.15
  SEISMIC "EXAll"  "User Coefficient"    DIR "X X+ECC X-ECC"  ECC 0.05  TOPSTORY "Story5"    BOTTOMSTORY "Base"    SHEARCOEFF 0.0994  HEIGHTEXPONENT 1.15
  SEISMIC "EY"  "User Coefficient"    DIR "Y"    TOPSTORY "Story5"    BOTTOMSTORY "Base"    SHEARCOEFF 0.15  HEIGHTEXPONENT 1
  SEISMIC "EYAll"  "User Coefficient"    DIR "Y Y+ECC Y-ECC"  ECC 0.05  TOPSTORY "Story5"    BOTTOMSTORY "Base"    SHEARCOEFF 0.15  HEIGHTEXPONENT 1
  SEISMIC "EXDrift"  "User Coefficient"    DIR "X X+ECC X-ECC"  ECC 0.05  TOPSTORY "Story5"    BOTTOMSTORY "Base"    SHEARCOEFF 0.0815  HEIGHTEXPONENT 1.2575
  SEISMIC "EYDrift"  "User Coefficient"    DIR "Y Y+ECC Y-ECC"  ECC 0.05  TOPSTORY "Story5"    BOTTOMSTORY "Base"    SHEARCOEFF 0.0803  HEIGHTEXPONENT 1.2665

$ POINT OBJECT LOADS
  POINTLOAD  "8"  "Story5"  TYPE "FORCE"  LC "Dead"    FZ -11277.65
  POINTLOAD  "8"  "Story5"  TYPE "FORCE"  LC "Live"    FZ -3775.56
  POINTLOAD  "20"  "Story5"  TYPE "FORCE"  LC "Dead"    FZ -11277.65
  POINTLOAD  "20"  "Story5"  TYPE "FORCE"  LC "Live"    FZ -3775.56
  POINTLOAD  "18"  "Story5"  TYPE "FORCE"  LC "Dead"    FZ -11277.65
  POINTLOAD  "18"  "Story5"  TYPE "FORCE"  LC "Live"    FZ -3775.56
  POINTLOAD  "19"  "Story5"  TYPE "FORCE"  LC "Dead"    FZ -11277.65
  POINTLOAD  "19"  "Story5"  TYPE "FORCE"  LC "Live"    FZ -3775.56

$ FRAME OBJECT LOADS
  LINELOAD  "B1"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass"  FVAL 2.951802
  LINELOAD  "B1"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 4.314926
  LINELOAD  "B1"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B1"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B1"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B1"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B2"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass"  FVAL 2.951802
  LINELOAD  "B2"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 4.314926
  LINELOAD  "B2"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B2"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B2"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B2"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B3"  "Pent"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass"  FVAL 2.951802
  LINELOAD  "B3"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B3"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 19.51523
  LINELOAD  "B3"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 11.44436
  LINELOAD  "B3"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B3"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 19.51523
  LINELOAD  "B3"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 11.44436
  LINELOAD  "B3"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B3"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 19.51523
  LINELOAD  "B3"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 11.44436
  LINELOAD  "B3"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B3"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 19.51523
  LINELOAD  "B3"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 11.44436
  LINELOAD  "B3"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B3"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 19.51523
  LINELOAD  "B3"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 11.44436
  LINELOAD  "B6"  "Pent"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass"  FVAL 2.951802
  LINELOAD  "B6"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B6"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B6"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B6"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B6"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B10"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass"  FVAL 2.951802
  LINELOAD  "B10"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 4.314926
  LINELOAD  "B10"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B10"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B10"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B10"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B11"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass"  FVAL 2.951802
  LINELOAD  "B11"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 4.314926
  LINELOAD  "B11"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B11"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B11"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B11"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B12"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass"  FVAL 2.951802
  LINELOAD  "B12"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 4.314926
  LINELOAD  "B12"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B12"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B12"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B12"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B13"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass"  FVAL 2.951802
  LINELOAD  "B13"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 4.314926
  LINELOAD  "B13"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B13"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B13"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B13"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B14"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass"  FVAL 2.951802
  LINELOAD  "B14"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 4.314926
  LINELOAD  "B14"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B14"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B14"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B14"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B15"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass"  FVAL 2.951802
  LINELOAD  "B15"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 4.314926
  LINELOAD  "B15"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B15"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B15"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B15"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B19"  "Pent"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass"  FVAL 2.951802
  LINELOAD  "B19"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B19"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B19"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B19"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B19"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B22"  "Pent"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass"  FVAL 2.951802
  LINELOAD  "B22"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B22"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B22"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B22"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B22"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B23"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass"  FVAL 2.951802
  LINELOAD  "B23"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 4.314926
  LINELOAD  "B23"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B23"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B23"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B23"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B24"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass"  FVAL 2.951802
  LINELOAD  "B24"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 4.314926
  LINELOAD  "B24"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B24"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B24"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B24"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.903604
  LINELOAD  "B25"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 19.51523
  LINELOAD  "B25"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 11.44436
  LINELOAD  "B25"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 19.51523
  LINELOAD  "B25"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 11.44436
  LINELOAD  "B25"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 19.51523
  LINELOAD  "B25"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 11.44436
  LINELOAD  "B25"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 19.51523
  LINELOAD  "B25"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 11.44436
  LINELOAD  "B25"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 19.51523
  LINELOAD  "B25"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 11.44436

$ SHELL UNIFORM LOAD SETS
  SHELLUNIFORMLOADSET "Story"  LOADPAT "Dead"  VALUE 0.006423356
  SHELLUNIFORMLOADSET "Story"  LOADPAT "Live"  VALUE 0.00196133
  SHELLUNIFORMLOADSET "Roof"  LOADPAT "Dead"  VALUE 0.00603109
  SHELLUNIFORMLOADSET "Roof"  LOADPAT "Lroof"  VALUE 0.001470998
  SHELLUNIFORMLOADSET "Roof"  LOADPAT "Snow"  VALUE 0.001470998
  SHELLUNIFORMLOADSET "Roof"  LOADPAT "Mass"  VALUE 0.0004903325
  SHELLUNIFORMLOADSET "Filter"  LOADPAT "Dead"  VALUE 0.002530116
  SHELLUNIFORMLOADSET "Filter"  LOADPAT "Live"  VALUE 0.00196133

$ SHELL OBJECT LOADS
  AREALOAD  "F1"  "Story5"  TYPE "UNIFLOADSET"  "Roof"  
  AREALOAD  "F1"  "Story4"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F1"  "Story3"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F1"  "Story2"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F1"  "Story1"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F2"  "Story5"  TYPE "UNIFLOADSET"  "Roof"  
  AREALOAD  "F2"  "Story4"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F2"  "Story3"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F2"  "Story2"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F2"  "Story1"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F3"  "Story5"  TYPE "UNIFLOADSET"  "Roof"  
  AREALOAD  "F3"  "Story4"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F3"  "Story3"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F3"  "Story2"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F3"  "Story1"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F4"  "Story5"  TYPE "UNIFLOADSET"  "Roof"  
  AREALOAD  "F4"  "Story4"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F4"  "Story3"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F4"  "Story2"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F4"  "Story1"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F5"  "Story5"  TYPE "UNIFLOADSET"  "Roof"  
  AREALOAD  "F5"  "Story4"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F5"  "Story3"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F5"  "Story2"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F5"  "Story1"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F6"  "Story5"  TYPE "UNIFLOADSET"  "Roof"  
  AREALOAD  "F6"  "Story4"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F6"  "Story3"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F6"  "Story2"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F6"  "Story1"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F7"  "Story5"  TYPE "UNIFLOADSET"  "Roof"  
  AREALOAD  "F7"  "Story4"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F7"  "Story3"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F7"  "Story2"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F7"  "Story1"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F8"  "Story5"  TYPE "UNIFLOADSET"  "Roof"  
  AREALOAD  "F8"  "Story4"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F8"  "Story3"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F8"  "Story2"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F8"  "Story1"  TYPE "UNIFLOADSET"  "Story"  
  AREALOAD  "F9"  "Pent"  TYPE "UNIFLOADSET"  "Roof"  

$ ANALYSIS OPTIONS
  ACTIVEDOF "UX UY UZ RX RY RZ"  
  MODELHINGESINLINKS "Yes"  HINGEDAMPINGOPTION "KT"  
  PDELTA  METHOD "ITERATIVE"  TOL 0.0001
  PDELTA  LOAD "Dead"  FACTOR 1.2
  PDELTA  LOAD "Live"  FACTOR 1
  PDELTA  LOAD "Snow"  FACTOR 0.2
  AUTORECTMESH  LOCALIZEDFLOORMESHING  "Yes"  FLOORMESHMERGEJOINTS  "Yes"  FLOORMESHMAXSIZE  1250 WALLMESHMAXSIZE  1250 

$ MASS SOURCE
  MASSSOURCE  "W"    INCLUDEELEMENTS "No"    INCLUDEADDEDMASS "No"    INCLUDELOADS "Yes"    INCLUDEMOVE "No"    INCLUDELATERALMASS "Yes"    INCLUDEVERTICALMASS "No"    LUMPATSTORIES "Yes"    ISDEFAULT "Yes"  
  MASSSOURCELOAD  "W"  "Dead"  1 
  MASSSOURCELOAD  "W"  "Live"  0.2 
  MASSSOURCELOAD  "W"  "Snow"  0.2 
  MASSSOURCELOAD  "W"  "Mass"  1 

$ FUNCTIONS
  FUNCTION "RampTH"  FUNCTYPE "HISTORY"  HISTTYPE "USER"  
  FUNCTION "RampTH"  TIMEVAL "0  0  1  1  4  1"  
  FUNCTION "UnifTH"  FUNCTYPE "HISTORY"  HISTTYPE "USER"  
  FUNCTION "UnifTH"  TIMEVAL "0  1  1  1"  
  FUNCTION "UnifRS"  FUNCTYPE "SPECTRUM"  DAMPRATIO 0.05  SPECTYPE "USER"  
  FUNCTION "UnifRS"  TIMEVAL "0  1  1  1"  

$ GENERALIZED DISPLACEMENTS

$ LOAD CASES
  LOADCASE "Modal"  TYPE  "Modal - Eigen"  INITCOND  "PRESET"  
  LOADCASE "Modal"  MAXMODES  15 MINMODES  3 EIGENSHIFTFREQ  0 EIGENCUTOFF  0 EIGENTOL  1E-09 
  LOADCASE "Dead"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Dead"  LOADPAT  "Dead"  SF  1 
  LOADCASE "Live"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Live"  LOADPAT  "Live"  SF  1 
  LOADCASE "Lroof"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Lroof"  LOADPAT  "Lroof"  SF  1 
  LOADCASE "Snow"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Snow"  LOADPAT  "Snow"  SF  1 
  LOADCASE "EX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EX"  LOADPAT  "EX"  SF  1 
  LOADCASE "EXAll"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EXAll"  LOADPAT  "EXAll"  SF  1 
  LOADCASE "EY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EY"  LOADPAT  "EY"  SF  1 
  LOADCASE "EYAll"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EYAll"  LOADPAT  "EYAll"  SF  1 
  LOADCASE "Mass"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Mass"  LOADPAT  "Mass"  SF  1 
  LOADCASE "EXAll+0.3EY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EXAll+0.3EY"  LOADPAT  "EXAll"  SF  1 
  LOADCASE "EXAll+0.3EY"  LOADPAT  "EY"  SF  0.3 
  LOADCASE "EXAll-0.3EY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EXAll-0.3EY"  LOADPAT  "EXAll"  SF  1 
  LOADCASE "EXAll-0.3EY"  LOADPAT  "EY"  SF  -0.3 
  LOADCASE "EYAll+0.3EX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EYAll+0.3EX"  LOADPAT  "EYAll"  SF  1 
  LOADCASE "EYAll+0.3EX"  LOADPAT  "EX"  SF  0.3 
  LOADCASE "EYAll-0.3EX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EYAll-0.3EX"  LOADPAT  "EYAll"  SF  1 
  LOADCASE "EYAll-0.3EX"  LOADPAT  "EX"  SF  -0.3 
  LOADCASE "EXDrift"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EXDrift"  LOADPAT  "EXDrift"  SF  1 
  LOADCASE "EYDrift"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EYDrift"  LOADPAT  "EYDrift"  SF  1 
  LOADCASE "NDX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NDX"  LOADPAT  "NDX"  SF  1 
  LOADCASE "NDY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NDY"  LOADPAT  "NDY"  SF  1 
  LOADCASE "NLX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLX"  LOADPAT  "NLX"  SF  1 
  LOADCASE "NLY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLY"  LOADPAT  "NLY"  SF  1 
  LOADCASE "NSX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NSX"  LOADPAT  "NSX"  SF  1 
  LOADCASE "NSY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NSY"  LOADPAT  "NSY"  SF  1 
  LOADCASE "NLrX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLrX"  LOADPAT  "NLrX"  SF  1 
  LOADCASE "NLrY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLrY"  LOADPAT  "NLrY"  SF  1 

$ LOAD COMBINATIONS
  COMBO "UDStlS1"  TYPE "Linear Add"  NOTES "Dead  [Strength]"  
  COMBO "UDStlS1"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS1"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS1"  LOADCASE "Dead"  SF 1.4 
  COMBO "UDStlS1"  LOADCASE "NDX"  SF 1.4 
  COMBO "UDStlS2"  TYPE "Linear Add"  NOTES "Dead  [Strength]"  
  COMBO "UDStlS2"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS2"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS2"  LOADCASE "Dead"  SF 1.4 
  COMBO "UDStlS2"  LOADCASE "NDX"  SF -1.4 
  COMBO "UDStlS3"  TYPE "Linear Add"  NOTES "Dead  [Strength]"  
  COMBO "UDStlS3"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS3"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS3"  LOADCASE "Dead"  SF 1.4 
  COMBO "UDStlS3"  LOADCASE "NDY"  SF 1.4 
  COMBO "UDStlS4"  TYPE "Linear Add"  NOTES "Dead  [Strength]"  
  COMBO "UDStlS4"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS4"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS4"  LOADCASE "Dead"  SF 1.4 
  COMBO "UDStlS4"  LOADCASE "NDY"  SF -1.4 
  COMBO "UDStlS5"  TYPE "Linear Add"  NOTES "Dead + Live  [Strength]"  
  COMBO "UDStlS5"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS5"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS5"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS5"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS5"  LOADCASE "Snow"  SF 0.5 
  COMBO "UDStlS5"  LOADCASE "NDX"  SF 1.2 
  COMBO "UDStlS5"  LOADCASE "NLX"  SF 1.6 
  COMBO "UDStlS5"  LOADCASE "NSX"  SF 0.5 
  COMBO "UDStlS6"  TYPE "Linear Add"  NOTES "Dead + Live  [Strength]"  
  COMBO "UDStlS6"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS6"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS6"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS6"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS6"  LOADCASE "Snow"  SF 0.5 
  COMBO "UDStlS6"  LOADCASE "NDX"  SF -1.2 
  COMBO "UDStlS6"  LOADCASE "NLX"  SF -1.6 
  COMBO "UDStlS6"  LOADCASE "NSX"  SF -0.5 
  COMBO "UDStlS7"  TYPE "Linear Add"  NOTES "Dead + Live  [Strength]"  
  COMBO "UDStlS7"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS7"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS7"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS7"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS7"  LOADCASE "Snow"  SF 0.5 
  COMBO "UDStlS7"  LOADCASE "NDY"  SF 1.2 
  COMBO "UDStlS7"  LOADCASE "NLY"  SF 1.6 
  COMBO "UDStlS7"  LOADCASE "NSY"  SF 0.5 
  COMBO "UDStlS8"  TYPE "Linear Add"  NOTES "Dead + Live  [Strength]"  
  COMBO "UDStlS8"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS8"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS8"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS8"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS8"  LOADCASE "Snow"  SF 0.5 
  COMBO "UDStlS8"  LOADCASE "NDY"  SF -1.2 
  COMBO "UDStlS8"  LOADCASE "NLY"  SF -1.6 
  COMBO "UDStlS8"  LOADCASE "NSY"  SF -0.5 
  COMBO "UDStlS9"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS9"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS9"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS9"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS9"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS9"  LOADCASE "Lroof"  SF 0.5 
  COMBO "UDStlS9"  LOADCASE "NDX"  SF 1.2 
  COMBO "UDStlS9"  LOADCASE "NLX"  SF 1.6 
  COMBO "UDStlS9"  LOADCASE "NLrX"  SF 0.5 
  COMBO "UDStlS10"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS10"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS10"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS10"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS10"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS10"  LOADCASE "Lroof"  SF 0.5 
  COMBO "UDStlS10"  LOADCASE "NDX"  SF -1.2 
  COMBO "UDStlS10"  LOADCASE "NLX"  SF -1.6 
  COMBO "UDStlS10"  LOADCASE "NLrX"  SF -0.5 
  COMBO "UDStlS11"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS11"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS11"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS11"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS11"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS11"  LOADCASE "Lroof"  SF 0.5 
  COMBO "UDStlS11"  LOADCASE "NDY"  SF 1.2 
  COMBO "UDStlS11"  LOADCASE "NLY"  SF 1.6 
  COMBO "UDStlS11"  LOADCASE "NLrY"  SF 0.5 
  COMBO "UDStlS12"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS12"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS12"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS12"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS12"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS12"  LOADCASE "Lroof"  SF 0.5 
  COMBO "UDStlS12"  LOADCASE "NDY"  SF -1.2 
  COMBO "UDStlS12"  LOADCASE "NLY"  SF -1.6 
  COMBO "UDStlS12"  LOADCASE "NLrY"  SF -0.5 
  COMBO "UDStlS13"  TYPE "Linear Add"  NOTES "Dead + Live + Snow  [Strength]"  
  COMBO "UDStlS13"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS13"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS13"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS13"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS13"  LOADCASE "Snow"  SF 1.6 
  COMBO "UDStlS13"  LOADCASE "NDX"  SF 1.2 
  COMBO "UDStlS13"  LOADCASE "NLX"  SF 1 
  COMBO "UDStlS13"  LOADCASE "NSX"  SF 1.6 
  COMBO "UDStlS14"  TYPE "Linear Add"  NOTES "Dead + Live + Snow  [Strength]"  
  COMBO "UDStlS14"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS14"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS14"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS14"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS14"  LOADCASE "Snow"  SF 1.6 
  COMBO "UDStlS14"  LOADCASE "NDX"  SF -1.2 
  COMBO "UDStlS14"  LOADCASE "NLX"  SF -1 
  COMBO "UDStlS14"  LOADCASE "NSX"  SF -1.6 
  COMBO "UDStlS15"  TYPE "Linear Add"  NOTES "Dead + Live + Snow  [Strength]"  
  COMBO "UDStlS15"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS15"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS15"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS15"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS15"  LOADCASE "Snow"  SF 1.6 
  COMBO "UDStlS15"  LOADCASE "NDY"  SF 1.2 
  COMBO "UDStlS15"  LOADCASE "NLY"  SF 1 
  COMBO "UDStlS15"  LOADCASE "NSY"  SF 1.6 
  COMBO "UDStlS16"  TYPE "Linear Add"  NOTES "Dead + Live + Snow  [Strength]"  
  COMBO "UDStlS16"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS16"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS16"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS16"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS16"  LOADCASE "Snow"  SF 1.6 
  COMBO "UDStlS16"  LOADCASE "NDY"  SF -1.2 
  COMBO "UDStlS16"  LOADCASE "NLY"  SF -1 
  COMBO "UDStlS16"  LOADCASE "NSY"  SF -1.6 
  COMBO "UDStlS17"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS17"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS17"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS17"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS17"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS17"  LOADCASE "Lroof"  SF 1.6 
  COMBO "UDStlS17"  LOADCASE "NDX"  SF 1.2 
  COMBO "UDStlS17"  LOADCASE "NLX"  SF 1 
  COMBO "UDStlS17"  LOADCASE "NLrX"  SF 1.6 
  COMBO "UDStlS18"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS18"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS18"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS18"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS18"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS18"  LOADCASE "Lroof"  SF 1.6 
  COMBO "UDStlS18"  LOADCASE "NDX"  SF -1.2 
  COMBO "UDStlS18"  LOADCASE "NLX"  SF -1 
  COMBO "UDStlS18"  LOADCASE "NLrX"  SF -1.6 
  COMBO "UDStlS19"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS19"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS19"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS19"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS19"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS19"  LOADCASE "Lroof"  SF 1.6 
  COMBO "UDStlS19"  LOADCASE "NDY"  SF 1.2 
  COMBO "UDStlS19"  LOADCASE "NLY"  SF 1 
  COMBO "UDStlS19"  LOADCASE "NLrY"  SF 1.6 
  COMBO "UDStlS20"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS20"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS20"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS20"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS20"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS20"  LOADCASE "Lroof"  SF 1.6 
  COMBO "UDStlS20"  LOADCASE "NDY"  SF -1.2 
  COMBO "UDStlS20"  LOADCASE "NLY"  SF -1 
  COMBO "UDStlS20"  LOADCASE "NLrY"  SF -1.6 
  COMBO "UDStlS21"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS21"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS21"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS21"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS21"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS21"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS21"  LOADCASE "EX"  SF 1 
  COMBO "UDStlS22"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS22"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS22"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS22"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS22"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS22"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS22"  LOADCASE "EX"  SF -1 
  COMBO "UDStlS23"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS23"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS23"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS23"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS23"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS23"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS23"  LOADCASE "EXAll"  SF 1 
  COMBO "UDStlS24"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS24"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS24"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS24"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS24"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS24"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS24"  LOADCASE "EXAll"  SF -1 
  COMBO "UDStlS25"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS25"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS25"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS25"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS25"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS25"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS25"  LOADCASE "EY"  SF 1 
  COMBO "UDStlS26"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS26"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS26"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS26"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS26"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS26"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS26"  LOADCASE "EY"  SF -1 
  COMBO "UDStlS27"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS27"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS27"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS27"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS27"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS27"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS27"  LOADCASE "EYAll"  SF 1 
  COMBO "UDStlS28"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS28"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS28"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS28"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS28"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS28"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS28"  LOADCASE "EYAll"  SF -1 
  COMBO "UDStlS29"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS29"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS29"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS29"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS29"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS29"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS29"  LOADCASE "EXAll+0.3EY"  SF 1 
  COMBO "UDStlS30"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS30"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS30"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS30"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS30"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS30"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS30"  LOADCASE "EXAll+0.3EY"  SF -1 
  COMBO "UDStlS31"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS31"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS31"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS31"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS31"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS31"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS31"  LOADCASE "EXAll-0.3EY"  SF 1 
  COMBO "UDStlS32"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS32"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS32"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS32"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS32"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS32"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS32"  LOADCASE "EXAll-0.3EY"  SF -1 
  COMBO "UDStlS33"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS33"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS33"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS33"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS33"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS33"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS33"  LOADCASE "EYAll+0.3EX"  SF 1 
  COMBO "UDStlS34"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS34"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS34"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS34"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS34"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS34"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS34"  LOADCASE "EYAll+0.3EX"  SF -1 
  COMBO "UDStlS35"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS35"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS35"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS35"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS35"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS35"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS35"  LOADCASE "EYAll-0.3EX"  SF 1 
  COMBO "UDStlS36"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS36"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS36"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS36"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS36"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS36"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS36"  LOADCASE "EYAll-0.3EX"  SF -1 
  COMBO "UDStlS37"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS37"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS37"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS37"  LOADCASE "Dead"  SF 0.9 
  COMBO "UDStlS37"  LOADCASE "EX"  SF 1 
  COMBO "UDStlS38"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS38"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS38"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS38"  LOADCASE "Dead"  SF 0.9 
  COMBO "UDStlS38"  LOADCASE "EX"  SF -1 
  COMBO "UDStlS39"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS39"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS39"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS39"  LOADCASE "Dead"  SF 0.9 
  COMBO "UDStlS39"  LOADCASE "EXAll"  SF 1 
  COMBO "UDStlS40"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS40"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS40"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS40"  LOADCASE "Dead"  SF 0.9 
  COMBO "UDStlS40"  LOADCASE "EXAll"  SF -1 
  COMBO "UDStlS41"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS41"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS41"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS41"  LOADCASE "Dead"  SF 0.9 
  COMBO "UDStlS41"  LOADCASE "EY"  SF 1 
  COMBO "UDStlS42"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS42"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS42"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS42"  LOADCASE "Dead"  SF 0.9 
  COMBO "UDStlS42"  LOADCASE "EY"  SF -1 
  COMBO "UDStlS43"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS43"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS43"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS43"  LOADCASE "Dead"  SF 0.9 
  COMBO "UDStlS43"  LOADCASE "EYAll"  SF 1 
  COMBO "UDStlS44"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS44"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS44"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS44"  LOADCASE "Dead"  SF 0.9 
  COMBO "UDStlS44"  LOADCASE "EYAll"  SF -1 
  COMBO "UDStlS45"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS45"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS45"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS45"  LOADCASE "Dead"  SF 0.9 
  COMBO "UDStlS45"  LOADCASE "EXAll+0.3EY"  SF 1 
  COMBO "UDStlS46"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS46"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS46"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS46"  LOADCASE "Dead"  SF 0.9 
  COMBO "UDStlS46"  LOADCASE "EXAll+0.3EY"  SF -1 
  COMBO "UDStlS47"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS47"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS47"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS47"  LOADCASE "Dead"  SF 0.9 
  COMBO "UDStlS47"  LOADCASE "EXAll-0.3EY"  SF 1 
  COMBO "UDStlS48"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS48"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS48"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS48"  LOADCASE "Dead"  SF 0.9 
  COMBO "UDStlS48"  LOADCASE "EXAll-0.3EY"  SF -1 
  COMBO "UDStlS49"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS49"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS49"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS49"  LOADCASE "Dead"  SF 0.9 
  COMBO "UDStlS49"  LOADCASE "EYAll+0.3EX"  SF 1 
  COMBO "UDStlS50"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS50"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS50"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS50"  LOADCASE "Dead"  SF 0.9 
  COMBO "UDStlS50"  LOADCASE "EYAll+0.3EX"  SF -1 
  COMBO "UDStlS51"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS51"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS51"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS51"  LOADCASE "Dead"  SF 0.9 
  COMBO "UDStlS51"  LOADCASE "EYAll-0.3EX"  SF 1 
  COMBO "UDStlS52"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS52"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS52"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS52"  LOADCASE "Dead"  SF 0.9 
  COMBO "UDStlS52"  LOADCASE "EYAll-0.3EX"  SF -1 
  COMBO "UDStlD1"  TYPE "Linear Add"  NOTES "Dead  [Deflections]"  
  COMBO "UDStlD1"  DESIGN "Steel"  COMBOTYPE "Deflection"  
  COMBO "UDStlD1"  LOADCASE "Dead"  SF 1 
  COMBO "UDStlD2"  TYPE "Linear Add"  NOTES "Dead + Live  [Deflections]"  
  COMBO "UDStlD2"  DESIGN "Steel"  COMBOTYPE "Deflection"  
  COMBO "UDStlD2"  LOADCASE "Dead"  SF 1 
  COMBO "UDStlD2"  LOADCASE "Live"  SF 1 

$ STEEL DESIGN PREFERENCES
  STEELPREFERENCE  CODE "AISC 360-10"  THDESIGN "EVERYSTEP-ALL"  FRAMETYPE "IMF"  
  STEELPREFERENCE  SDC "D"  IMPORTANCEFACTOR 1 SYSTEMRHO 1 SYSTEMSDS 0 
  STEELPREFERENCE  SYSTEMR 5 OMEGA0 3 SYSTEMCD 5.5 
  STEELPREFERENCE  PROVISION "LRFD"  ANALYSISMETHOD "DIRECT ANALYSIS"  SECONDORDERMETHOD "GENERAL 2ND ORDER"  STIFFNESSREDUCTIONMETHOD "TAU-B FIXED"  AANOTIONALTOLATERALCOMBOS "NO"  BETA 1.3 BETAOMEGA 1.6 
  STEELPREFERENCE  PHIBAISC05 0.9 PHICAISC05 0.9 PHITYAISC05 0.9 PHITFAISC05 0.75 
  STEELPREFERENCE  PHIVAISC05 0.9 PHIVROLLEDIAISC05 1 PHITORSIONAISC05 0.9 
  STEELPREFERENCE  IGNORESEISMICCODE "NO"  IGNORESPECIALSEISMICLOAD "NO"  ISDOUBLERPLATEPLUGWELDED "YES"  
  STEELPREFERENCE  HSSWELDINGTYPE "ERW"   REDUCEHSSTHICKNESS "NO"  
  STEELPREFERENCE  CONSIDERDEFLECTION "YES"  RELATIVEDEFLECTION "RATIO"  
  STEELPREFERENCE  DLDEFLECTIONLIMIT 120 SLDEFLECTIONLIMIT 120 LLDEFLECTIONLIMIT 360 TLDEFLECTIONLIMIT 240 TLMCDEFLECTIONLIMIT 240 
  STEELPREFERENCE  DLDEFLECTIONLIMITABS 25.4 SLDEFLECTIONLIMITABS 25.4 LLDEFLECTIONLIMITABS 25.4 TLDEFLECTIONLIMITABS 25.4 TLMCDEFLECTIONLIMITABS 25.4 
  STEELPREFERENCE  CALCULATECAMBER "NO"  PERCENTCAMBERWDL 1 CAMBERRELMAXLIMIT 180 CAMBERIGNORELIMIT 19.05 
  STEELPREFERENCE  CAMBERABSMAXLIMIT 101.6 CAMBERINTERVAL 6.35 CAMBERROUNDDOWN "YES"  
  STEELPREFERENCE  PATTERNLLF 0.75 MAXITERATION 1 SRLIMIT 1 

$ STEEL DESIGN OVERWRITES
  STEELDATA  "C2"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "C2"  "Story5"  SRLIMIT 1
  STEELDATA  "C2"  "Story4"  FRAMETYPE "SCBF"
  STEELDATA  "C2"  "Story4"  SRLIMIT 1
  STEELDATA  "C2"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "C2"  "Story3"  SRLIMIT 1
  STEELDATA  "C2"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "C2"  "Story2"  SRLIMIT 1
  STEELDATA  "C2"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "C2"  "Story1"  SRLIMIT 1
  STEELDATA  "C3"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "C3"  "Story5"  SRLIMIT 1
  STEELDATA  "C3"  "Story4"  FRAMETYPE "SCBF"
  STEELDATA  "C3"  "Story4"  SRLIMIT 1
  STEELDATA  "C3"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "C3"  "Story3"  SRLIMIT 1
  STEELDATA  "C3"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "C3"  "Story2"  SRLIMIT 1
  STEELDATA  "C3"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "C3"  "Story1"  SRLIMIT 1
  STEELDATA  "C14"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "C14"  "Story5"  SRLIMIT 1
  STEELDATA  "C14"  "Story4"  FRAMETYPE "SCBF"
  STEELDATA  "C14"  "Story4"  SRLIMIT 1
  STEELDATA  "C14"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "C14"  "Story3"  SRLIMIT 1
  STEELDATA  "C14"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "C14"  "Story2"  SRLIMIT 1
  STEELDATA  "C14"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "C14"  "Story1"  SRLIMIT 1
  STEELDATA  "C15"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "C15"  "Story5"  SRLIMIT 1
  STEELDATA  "C15"  "Story4"  FRAMETYPE "SCBF"
  STEELDATA  "C15"  "Story4"  SRLIMIT 1
  STEELDATA  "C15"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "C15"  "Story3"  SRLIMIT 1
  STEELDATA  "C15"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "C15"  "Story2"  SRLIMIT 1
  STEELDATA  "C15"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "C15"  "Story1"  SRLIMIT 1
  STEELDATA  "B1"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "B1"  "Story5"  SRLIMIT 1
  STEELDATA  "B1"  "Story4"  FRAMETYPE "SCBF"
  STEELDATA  "B1"  "Story4"  SRLIMIT 1
  STEELDATA  "B1"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "B1"  "Story3"  SRLIMIT 1
  STEELDATA  "B1"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "B1"  "Story2"  SRLIMIT 1
  STEELDATA  "B1"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "B1"  "Story1"  SRLIMIT 1
  STEELDATA  "B2"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "B2"  "Story5"  SRLIMIT 1
  STEELDATA  "B2"  "Story4"  FRAMETYPE "SCBF"
  STEELDATA  "B2"  "Story4"  SRLIMIT 1
  STEELDATA  "B2"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "B2"  "Story3"  SRLIMIT 1
  STEELDATA  "B2"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "B2"  "Story2"  SRLIMIT 1
  STEELDATA  "B2"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "B2"  "Story1"  SRLIMIT 1
  STEELDATA  "B3"  "Pent"  FRAMETYPE "SCBF"
  STEELDATA  "B3"  "Pent"  SRLIMIT 1
  STEELDATA  "B3"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "B3"  "Story5"  SRLIMIT 1
  STEELDATA  "B3"  "Story4"  FRAMETYPE "SCBF"
  STEELDATA  "B3"  "Story4"  SRLIMIT 1
  STEELDATA  "B3"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "B3"  "Story3"  SRLIMIT 1
  STEELDATA  "B3"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "B3"  "Story2"  SRLIMIT 1
  STEELDATA  "B3"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "B3"  "Story1"  SRLIMIT 1
  STEELDATA  "B4"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "B4"  "Story5"  SRLIMIT 1
  STEELDATA  "B4"  "Story4"  FRAMETYPE "SCBF"
  STEELDATA  "B4"  "Story4"  SRLIMIT 1
  STEELDATA  "B4"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "B4"  "Story3"  SRLIMIT 1
  STEELDATA  "B4"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "B4"  "Story2"  SRLIMIT 1
  STEELDATA  "B4"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "B4"  "Story1"  SRLIMIT 1
  STEELDATA  "B5"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "B5"  "Story5"  SRLIMIT 1
  STEELDATA  "B5"  "Story4"  SECTION "PL32X1.2-20X3.0"  FRAMETYPE "SCBF"
  STEELDATA  "B5"  "Story4"  MNMAJOR 5.745391E+08
  STEELDATA  "B5"  "Story4"  SRLIMIT 1
  STEELDATA  "B5"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "B5"  "Story3"  MNMAJOR 5.839338E+08
  STEELDATA  "B5"  "Story3"  SRLIMIT 1
  STEELDATA  "B5"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "B5"  "Story2"  MNMAJOR 5.839338E+08
  STEELDATA  "B5"  "Story2"  SRLIMIT 1
  STEELDATA  "B5"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "B5"  "Story1"  MNMAJOR 6.423272E+08
  STEELDATA  "B5"  "Story1"  SRLIMIT 1
  STEELDATA  "B6"  "Pent"  FRAMETYPE "SCBF"
  STEELDATA  "B6"  "Pent"  SRLIMIT 1
  STEELDATA  "B6"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "B6"  "Story5"  SRLIMIT 1
  STEELDATA  "B6"  "Story4"  FRAMETYPE "SCBF"
  STEELDATA  "B6"  "Story4"  SRLIMIT 1
  STEELDATA  "B6"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "B6"  "Story3"  SRLIMIT 1
  STEELDATA  "B6"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "B6"  "Story2"  SRLIMIT 1
  STEELDATA  "B6"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "B6"  "Story1"  SRLIMIT 1
  STEELDATA  "B7"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "B7"  "Story5"  SRLIMIT 1
  STEELDATA  "B7"  "Story4"  FRAMETYPE "SCBF"
  STEELDATA  "B7"  "Story4"  SRLIMIT 1
  STEELDATA  "B7"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "B7"  "Story3"  SRLIMIT 1
  STEELDATA  "B7"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "B7"  "Story2"  SRLIMIT 1
  STEELDATA  "B7"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "B7"  "Story1"  SRLIMIT 1
  STEELDATA  "B8"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "B8"  "Story5"  SRLIMIT 1
  STEELDATA  "B8"  "Story4"  FRAMETYPE "SCBF"
  STEELDATA  "B8"  "Story4"  SRLIMIT 1
  STEELDATA  "B8"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "B8"  "Story3"  SRLIMIT 1
  STEELDATA  "B8"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "B8"  "Story2"  SRLIMIT 1
  STEELDATA  "B8"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "B8"  "Story1"  SRLIMIT 1
  STEELDATA  "B9"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "B9"  "Story5"  SRLIMIT 1
  STEELDATA  "B9"  "Story4"  FRAMETYPE "SCBF"
  STEELDATA  "B9"  "Story4"  SRLIMIT 1
  STEELDATA  "B9"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "B9"  "Story3"  SRLIMIT 1
  STEELDATA  "B9"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "B9"  "Story2"  SRLIMIT 1
  STEELDATA  "B9"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "B9"  "Story1"  SRLIMIT 1
  STEELDATA  "B10"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "B10"  "Story5"  SRLIMIT 1
  STEELDATA  "B10"  "Story4"  FRAMETYPE "SCBF"
  STEELDATA  "B10"  "Story4"  SRLIMIT 1
  STEELDATA  "B10"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "B10"  "Story3"  SRLIMIT 1
  STEELDATA  "B10"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "B10"  "Story2"  SRLIMIT 1
  STEELDATA  "B10"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "B10"  "Story1"  SRLIMIT 1
  STEELDATA  "B11"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "B11"  "Story5"  SRLIMIT 1
  STEELDATA  "B11"  "Story4"  FRAMETYPE "SCBF"
  STEELDATA  "B11"  "Story4"  SRLIMIT 1
  STEELDATA  "B11"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "B11"  "Story3"  SRLIMIT 1
  STEELDATA  "B11"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "B11"  "Story2"  SRLIMIT 1
  STEELDATA  "B11"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "B11"  "Story1"  SRLIMIT 1
  STEELDATA  "B12"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "B12"  "Story5"  SRLIMIT 1
  STEELDATA  "B12"  "Story4"  FRAMETYPE "SCBF"
  STEELDATA  "B12"  "Story4"  SRLIMIT 1
  STEELDATA  "B12"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "B12"  "Story3"  SRLIMIT 1
  STEELDATA  "B12"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "B12"  "Story2"  SRLIMIT 1
  STEELDATA  "B12"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "B12"  "Story1"  SRLIMIT 1
  STEELDATA  "D3"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "D3"  "Story1"  SRLIMIT 1
  STEELDATA  "D3"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "D3"  "Story5"  SRLIMIT 1
  STEELDATA  "D3"  "Story4"  FRAMETYPE "SCBF"
  STEELDATA  "D3"  "Story4"  SRLIMIT 1
  STEELDATA  "D3"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "D3"  "Story3"  SRLIMIT 1
  STEELDATA  "D3"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "D3"  "Story2"  SRLIMIT 1
  STEELDATA  "D4"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "D4"  "Story1"  SRLIMIT 1
  STEELDATA  "D4"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "D4"  "Story5"  SRLIMIT 1
  STEELDATA  "D4"  "Story4"  FRAMETYPE "SCBF"
  STEELDATA  "D4"  "Story4"  SRLIMIT 1
  STEELDATA  "D4"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "D4"  "Story3"  SRLIMIT 1
  STEELDATA  "D4"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "D4"  "Story2"  SRLIMIT 1
  STEELDATA  "D1"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "D1"  "Story1"  SRLIMIT 1
  STEELDATA  "D1"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "D1"  "Story5"  SRLIMIT 1
  STEELDATA  "D1"  "Story4"  FRAMETYPE "SCBF"
  STEELDATA  "D1"  "Story4"  SRLIMIT 1
  STEELDATA  "D1"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "D1"  "Story3"  SRLIMIT 1
  STEELDATA  "D1"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "D1"  "Story2"  PNC 711315
  STEELDATA  "D1"  "Story2"  SRLIMIT 1
  STEELDATA  "D2"  "Story1"  FRAMETYPE "SCBF"
  STEELDATA  "D2"  "Story1"  SRLIMIT 1
  STEELDATA  "D2"  "Story5"  FRAMETYPE "SCBF"
  STEELDATA  "D2"  "Story5"  SRLIMIT 1
  STEELDATA  "D2"  "Story4"  FRAMETYPE "SCBF"
  STEELDATA  "D2"  "Story4"  SRLIMIT 1
  STEELDATA  "D2"  "Story3"  FRAMETYPE "SCBF"
  STEELDATA  "D2"  "Story3"  SRLIMIT 1
  STEELDATA  "D2"  "Story2"  FRAMETYPE "SCBF"
  STEELDATA  "D2"  "Story2"  PNC 749008.6  PNT 1500093
  STEELDATA  "D2"  "Story2"  SRLIMIT 1

$ CONCRETE DESIGN PREFERENCES
  CONCRETEPREFERENCE  CODE "ACI 318-14"THDESIGN "EVERYSTEP-ALL"    CONSIDERMINECCENTRICITY "YES"  
  CONCRETEPREFERENCE  NUMINTERCURVES 24  NUMINTERPOINTS 11  PATTERNLLF 0.75  UFLIMIT 1
  CONCRETEPREFERENCE  SDC "D"    OMEGA0 3  RHO 1  SDS 0  PHITENSIONCTRL 0.9  PHICOMPRESSIONCTRLTIED 0.65  PHICOMPRESSIONCTRLSPIRAL 0.75  PHISHEARTORSION 0.75  PHISHEARSEISMIC 0.6  PHISHEARJOINT 0.85

$ COMPOSITE DESIGN PREFERENCES
  COMPOSITEPREFERENCE  CODE "AISC 360-10"  
  COMPOSITEPREFERENCE  PHI-B 0.9  PHI-BCNE 0.9  PHI-BCNP 0.9  PHI-BCPE 0.9  PHI-BCPP 0.9  PHI-V 0.9
  COMPOSITEPREFERENCE  SHORED "NO"  %MIDDLERANGE 70  PATTERNLLF 0.75  SRLIMIT 1  SINGLESEGMENT "NO"    STUDINCREASEFACTOR 1  MINNUMEXTRASTUDS 0
  COMPOSITEPREFERENCE  DLLIMIT 0  SLLIMIT 240  LLLIMIT 360  TLLIMIT 240  CREEPFACTOR 1
  COMPOSITEPREFERENCE  %DLCAMBER 80  CAMBERIGNORE 19.05  CAMBERABSMAX 152.4  CAMBERRELMAX 180  CAMBERINTERVAL 6.35  CAMBERROUNDDOWN "YES"  
  COMPOSITEPREFERENCE  %VIBLL 25  CONSIDERFREQ "NO"  MINFREQ 8  CONSIDERDAMP "NO"  %INHERENTDAMP 4
  COMPOSITEPREFERENCE  VIBRATIONCRITERION "WALKING"  OCCUPANCYCATEGORY "PAPEROFFICE"  DAMPINGRATIO 0.025  WALKINGACCELERATIONLIMIT 0.005
  COMPOSITEPREFERENCE  RHYTHMICACTIVITY "AEROBICS"  AFFECTEDOCCUPANCYCATEGORY "PAPEROFFICE"
  COMPOSITEPREFERENCE  RHYTHMICACCELERATIONLIMIT 0.005  UPPERSTEPFREQUENCY 2.75  LOWERSTEPFREQUENCY 2
  COMPOSITEPREFERENCE  EQUIPMENTORUSECATEGORY "COMPUTERSYSTEM"  VIBVELOCITYLIMIT 0.2032
  COMPOSITEPREFERENCE  FOOTFALLIMPULSEFOFAST 5  FOOTFALLIMPULSEFOMODERATE 2.5  FOOTFALLIMPULSEFOSLOW 1.2
  COMPOSITEPREFERENCE  FOOTFALLIMPULSEFMFAST 1401.19  FOOTFALLIMPULSEFMMODERATE 1245.502  FOOTFALLIMPULSEFMSLOW 1067.573
  COMPOSITEPREFERENCE  OPTIMIZEPRICE "YES"  CONNECTORPRICE 2  CAMBERPRICE 0

$ WALL DESIGN PREFERENCES
  WALLPREFERENCE  CODE "ACI 318-14"  THDESIGN "ENVELOPES-ALL"  
  WALLPREFERENCE  REBARMATERIAL "S400"  REBARSHEARMATERIAL "S400"
  WALLPREFERENCE  RHO 1  SDS 1.05  I 1  CD 4.5  PHI-TCTRL 0.9  PHI-CCTRL 0.65  PHI-SHEAR 0.75  PHI-SHEARSEIS 0.6  PMAXFACTOR 0.8
  WALLPREFERENCE  NUMCURVES 24  NUMPOINTS 11
  WALLPREFERENCE  PTMAX 0.02  PCMAX 0.02  IPMAX 0.02  IPMIN 0.0025
  WALLPREFERENCE  UFLIMIT 1

$ CONCRETE SLAB DESIGN PREFERENCES
  CONCRETESLABPREFERENCE  CODE "ACI 318-14"  PHITENACI 0.9  PHICOMPACI 0.65  PHISHEARACI 0.75
  CONCRETESLABPREFERENCE  COVERTOP 15  COVERBOT 15  BARSIZE "18"  INNERLAYER "B"    PTCGSTOP 25  PTCGSBOTEXT 40  PTCGSBOTINT 25  SLABTYPE "Two Way"  
  CONCRETESLABPREFERENCE  USERSTRESS "No"  INITCONCRAT 0.8  LLFRACTION 0.5

$ DIMENSION LINES
  DIMLINE DEFAULTSYSTEM G1

$ TABLE SETS

$ LOG
  STARTCOMMENTS  

ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 9:11:41 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 9:16:45 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 9:20:33 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 9:21:03 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 9:21:25 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 9:24:25 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 9:27:41 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 9:39:48 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 9:42:59 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:11:29 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:17:04 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:22:13 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:22:56 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:23:12 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:23:14 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:23:21 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:24:45 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:25:08 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:25:10 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:25:15 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:26:31 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:26:32 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:26:38 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:27:19 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:30:12 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:33:37 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:33:40 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:33:41 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:33:47 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:36:31 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:36:32 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:36:33 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:36:39 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:39:31 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:39:32 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:39:38 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:42:44 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:42:45 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:42:50 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:44:21 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:44:23 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:44:28 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:47:50 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:47:51 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:47:56 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:49:42 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 9:59:48 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 9:59:51 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 9:59:57 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:09:18 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:09:20 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:09:25 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:16:54 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:16:55 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:17:02 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:24:03 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:24:04 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:24:09 AM
ETABS 2016 Ultimate  16.0.2 File saved as C:\Users\Alireza\Desktop\Project\Zahra\ETABS\Main.EDB at 11/27/2016 10:24:43 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:07:36 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:08:24 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:09:15 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:10:47 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:15:27 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:38:03 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:54:29 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:59:14 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 10:07:24 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 10:07:35 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 10:07:49 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 10:10:08 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 10:10:11 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 8:59:55 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:02:20 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:03:37 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:04:24 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:05:29 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:05:45 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:06:56 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:09:02 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:09:18 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 8:58:04 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 8:58:07 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 8:58:16 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:00:54 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:02:17 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:02:19 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:02:28 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:14:05 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:14:08 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:14:16 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:16:53 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:16:55 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:17:03 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:25:26 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:25:28 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:25:37 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:27:03 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:27:04 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:27:07 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:27:15 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:28:24 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:28:26 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:28:34 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:29:50 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:29:51 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:29:53 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:30:01 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:32:20 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:33:48 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:38:45 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:39:10 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:41:55 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:42:00 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:42:03 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:42:11 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:42:43 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:43:56 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:43:58 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:44:01 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:44:09 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 10:05:44 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 11:00:06 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 11:00:23 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 11:00:26 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 11:00:34 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 11:19:55 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 11:21:15 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 11:21:17 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 11:21:20 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 11:21:28 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 11:24:25 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:01:37 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:01:52 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:02:17 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:13:28 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:14:27 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:18:54 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:18:58 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:19:07 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:26:31 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 1:34:09 PM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 1:34:12 PM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 1:34:20 PM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 1:36:39 PM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 1:48:09 PM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 8:58:12 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 8:57:40 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 8:57:50 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 8:58:00 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:11:44 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:11:47 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:11:57 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:22:04 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 10:17:51 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 8:58:33 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 8:58:45 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 8:58:55 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 8:59:04 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:05:17 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:01:32 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:01:35 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:01:45 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:01:53 AM
ETABS 2016 Ultimate  16.2.0 File saved as C:\Users\Alireza\Desktop\Project\Concrete SIM2\ETABS\Main File.EDB at 1/1/2017 9:06:13 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:17:40 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:23:57 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:26:05 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:34:58 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:35:12 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:36:37 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:39:41 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:39:50 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:43:21 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:55:51 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:56:52 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:58:32 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:03:17 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:06:50 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:08:43 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:09:54 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:16:23 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:18:51 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:22:53 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:23:46 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:25:14 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:25:47 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:26:10 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:29:32 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:29:52 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:32:38 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:33:05 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:36:56 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:37:58 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:38:13 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:38:22 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:38:29 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:38:35 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:38:50 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:39:35 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:44:06 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:44:11 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:44:28 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:45:46 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:46:43 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:48:02 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:48:06 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:48:18 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:49:23 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:49:26 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:49:38 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:52:58 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:53:19 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:53:22 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:53:39 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:54:56 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:54:59 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:55:12 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:55:51 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:55:54 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:56:06 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:56:41 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:56:44 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:56:56 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:57:35 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:57:39 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:57:51 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:58:44 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:58:45 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:58:49 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:59:01 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:59:54 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:59:57 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:00:09 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:00:47 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:04:24 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:04:25 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:04:29 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:04:42 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:08:43 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:08:46 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:08:59 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:10:26 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:10:57 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:11:00 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:11:14 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:12:40 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:12:47 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:30:26 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:47:37 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 8:09:28 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:24:38 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:24:44 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:24:54 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:16:53 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:23:21 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:38:42 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:38:51 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:38:58 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:39:03 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:39:17 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:43:41 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:43:43 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:43:46 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:44:04 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:44:44 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:46:08 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:46:12 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:46:25 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:50:23 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:50:37 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:50:53 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:51:08 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:51:28 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:51:44 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:51:57 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:52:08 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:52:26 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:54:42 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 1:54:45 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:01:44 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:01:45 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:01:49 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:02:02 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:07:25 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:13:27 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:13:31 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:13:45 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:26:20 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 2:27:26 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:12:32 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:12:35 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:12:45 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:13:20 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:01:40 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:01:47 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:01:58 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Amer Rostami\ETABS\Main.EDB at 1/24/2019 12:05:41 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 1:55:12 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 1:56:25 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 1:57:33 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 1:58:44 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:02:41 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:10:10 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:11:02 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:11:12 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:11:24 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:11:52 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:11:53 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:11:56 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:14:11 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:14:12 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:14:15 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:18:02 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:18:03 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:18:06 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:19:12 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:19:13 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:19:16 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:26:22 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:26:23 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:26:26 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:29:07 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:29:42 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:31:58 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Yaser Saleknia\New folder\Main Static.EDB at 1/24/2019 2:37:02 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:05:57 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:05:58 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:06:01 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:06:17 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:06:35 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:06:45 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:07:48 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:08:26 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:09:11 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:09:22 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:09:45 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:28:17 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:28:34 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:29:03 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:29:11 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:29:23 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:29:33 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:33:32 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:34:57 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:35:45 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:35:46 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 9:58:30 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:00:36 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:01:22 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:01:22 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:02:54 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:02:55 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:03:41 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:04:37 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:04:40 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:05:04 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:05:36 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:05:52 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:06:02 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:06:28 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:06:28 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:06:36 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:06:44 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:07:11 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:07:43 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:08:13 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:09:10 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:10:00 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:12:59 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:13:14 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:13:49 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:18:00 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:19:46 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:21:42 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:21:56 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:28:31 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:30:58 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:36:39 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:37:48 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:37:58 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:45:17 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:45:43 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:45:53 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:46:45 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:47:08 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:47:18 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:48:00 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:48:11 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:48:12 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:48:16 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:48:31 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:48:31 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:48:40 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:48:53 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:48:54 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:48:58 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:50:29 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:50:30 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:50:33 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:09:50 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:10:21 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:17:13 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:17:16 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:17:26 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:17:32 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:24:14 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:24:55 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:25:58 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:26:16 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:26:18 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:26:20 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:26:25 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:29:28 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:30:09 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:30:20 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:30:27 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:30:37 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 9:59:35 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:02:33 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:02:34 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:02:43 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:04:22 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:07:35 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:08:31 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:21:43 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:21:50 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:21:52 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:21:58 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:26:25 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:26:26 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:26:29 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:26:34 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:30:45 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:30:46 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:30:48 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:30:54 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:32:46 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:33:01 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:33:02 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:33:05 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:33:10 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:34:38 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:34:39 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:34:42 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:34:47 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:35:33 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:35:34 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:35:37 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:35:42 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:36:39 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:36:41 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:36:43 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:36:49 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:38:30 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:38:32 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:38:34 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:38:40 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 12:40:05 PM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 12:40:06 PM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 12:40:08 PM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 12:40:14 PM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 12:44:37 PM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 12:44:43 PM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 12:44:45 PM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 12:44:51 PM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 12:47:45 PM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 9:58:06 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 9:58:56 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:08:45 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:08:47 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:08:49 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:08:55 AM
ETABS 2016 Ultimate  16.2.1 File saved as D:\Projects\Concrete\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 10:10:25 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 9:57:28 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 11:01:05 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 11:01:14 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 11:01:20 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 11:18:11 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 11:28:36 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 11:28:38 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 11:28:43 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 11:30:29 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hosein Asadi (Hoseinzadeh)\Main.EDB at 2/6/2018 12:14:23 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Faezeh-Concrete\ETABS\Main.EDB at 2/6/2018 9:57:54 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Faezeh-Concrete\ETABS\Main.EDB at 2/6/2018 9:58:00 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Faezeh-Concrete\ETABS\Main.EDB at 2/6/2018 9:58:06 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Faezeh-Concrete\ETABS\Main.EDB at 2/6/2018 9:58:50 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 10:08:57 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 10:15:35 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 10:16:04 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 10:32:00 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 10:41:08 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 10:41:11 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 10:50:44 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 11:05:45 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 11:14:42 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 11:15:25 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 11:15:26 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 11:15:29 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 11:17:23 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 2:24:37 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 2:24:38 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 2:24:40 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 2:26:49 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 2:26:50 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 2:26:52 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 2:27:45 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 2:29:11 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 2:29:11 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 2:29:14 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 2:35:43 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 2:41:46 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 2:41:47 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 2:41:47 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 2:41:50 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\concrete\ETABS Files\Main.EDB at 2/6/2018 2:46:39 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 9:59:10 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:01:43 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:25:44 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:32:47 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:00:10 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:00:25 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:07:52 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:08:08 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:09:34 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:11:39 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:13:52 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:14:10 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:14:40 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:14:48 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:14:49 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:14:52 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:17:08 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:17:09 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:17:11 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:18:11 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:18:12 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:18:14 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:28:50 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 9:59:18 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 9:59:21 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 9:59:24 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:11:31 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:11:33 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:11:34 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:11:36 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:13:24 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:13:25 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:13:27 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:17:15 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:17:16 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:17:19 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:18:42 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:18:43 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:18:46 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:19:30 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:22:23 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:22:24 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:22:26 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:26:11 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:26:12 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:26:15 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:28:41 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:28:42 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:28:44 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:31:41 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:31:42 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:31:45 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:34:53 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:34:54 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:34:57 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:38:54 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:38:55 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:38:57 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:39:53 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:39:54 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:39:56 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:43:35 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:43:36 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:43:39 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:45:15 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:45:15 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:45:18 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:46:16 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:46:17 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:46:19 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:49:02 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:49:03 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:49:06 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 11:07:14 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 11:08:30 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 11:08:34 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 11:08:35 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 11:08:37 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 11:24:48 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:03:33 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:03:36 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:03:38 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:04:55 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:04:56 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:04:57 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:04:59 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:25:30 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 11:29:26 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 11:29:29 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 11:29:29 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 11:29:32 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 11:39:58 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:06:45 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:06:46 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:06:48 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:13:07 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 10:13:09 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 9:58:24 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 9:58:29 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 9:58:32 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Hasan Ghafari\steel\ETABS\Main.EDB at 2/6/2018 11:20:07 AM
  ENDCOMMENTS  

  END
$ END OF MODEL FILE
