$ File D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\Controls file\Self weight\javad bozorgi-self weight (project 7th).$et saved 2/11/2022 7:23:53 AM
 
$ PROGRAM INFORMATION
  PROGRAM  "ETABS"  VERSION "18.1.1"  

$ CONTROLS
  UNITS  "N"  "MM"  "C"  
  TITLE1  "Noshirvani"  
  TITLE2  "javad bozorgi (project 7th)"  
  PREFERENCE  MERGETOL 1
  RLLF  METHOD "ASCE7-10"  USEDEFAULTMIN "YES"  

$ STORIES - IN SEQUENCE FROM TOP
  STORY "Story5"  HEIGHT 3500 MASTERSTORY "Yes"  
  STORY "Story4"  HEIGHT 3500 SIMILARTO "Story5"  
  STORY "Story3"  HEIGHT 3500 SIMILARTO "Story5"  
  STORY "Story2"  HEIGHT 3500 SIMILARTO "Story5"  
  STORY "Story1"  HEIGHT 3500 SIMILARTO "Story5"  
  STORY "Base"  ELEV 0 

$ 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 5000 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "C"  DIR "X"  COORD 10000 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "D"  DIR "X"  COORD 15000 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "4"  DIR "Y"  COORD 0 VISIBLE "Yes"  BUBBLELOC "Start"  
  GRID "G1"  LABEL "3"  DIR "Y"  COORD 5000 VISIBLE "Yes"  BUBBLELOC "Start"  
  GRID "G1"  LABEL "2"  DIR "Y"  COORD 10000 VISIBLE "Yes"  BUBBLELOC "Start"  
  GRID "G1"  LABEL "1"  DIR "Y"  COORD 15000 VISIBLE "Yes"  BUBBLELOC "Start"  

$ DIAPHRAGM NAMES
  DIAPHRAGM "D1"    TYPE RIGID

$ MATERIAL PROPERTIES
  MATERIAL  "st52"    TYPE "Steel"    GRADE "Grade 50"    WEIGHTPERVOLUME 7.697286E-05
  MATERIAL  "st52"    SYMTYPE "Isotropic"  E 199948  U 0.3  A 1.16999999590917E-05
  MATERIAL  "st52"  FY 353.0394  FU 509.9458 FYE 441.2993  FUE 637.4323
  MATERIAL  "st52"  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"    GRADE "f'c 4000 psi"    WEIGHTPERVOLUME 2.356312E-05
  MATERIAL  "C25"    SYMTYPE "Isotropic"  E 24855.58  U 0.2  A 9.89999989542412E-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  "A615Gr60"    TYPE "Rebar"    GRADE "Grade 60"    WEIGHTPERVOLUME 7.697286E-05
  MATERIAL  "A615Gr60"    SYMTYPE "Uniaxial"  E 199948  A 1.16999999590917E-05
  MATERIAL  "A615Gr60"  FY 413.6855  FU 620.5282 FYE 455.054  FUE 682.5811
  MATERIAL  "A615Gr60"  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"    GRADE "Grade 270"    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  "st37-plate"    TYPE "Steel"    GRADE "Grade 50"    WEIGHTPERVOLUME 7.697286E-05
  MATERIAL  "st37-plate"    SYMTYPE "Isotropic"  E 199948  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  "CoreBrace"    TYPE "Steel"    GRADE "CoreBrace"    WEIGHTPERVOLUME 7.697286E-05
  MATERIAL  "CoreBrace"    SYMTYPE "Isotropic"  E 199948  U 0.3  A 1.16999999590917E-05
  MATERIAL  "CoreBrace"  FY 262.0008  FU 413.6855 FYE 289.5798  FUE 434.3698
  MATERIAL  "CoreBrace"  HYSTYPE "BRB Hardening"  BRBSYM "Yes"  BRBHARDFACTTEN 1 BRBMAXSTRAINTEN 25 BRBACCUMSTRAINTEN 50 BRBPROPORTIONTEN 0 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  "H-W400X10-F400X25"  MATERIAL "st52"  SHAPE "H-W400X10-F400X25"  FILE "H(h)"  
  FRAMESECTION  "H-W400X10-F400X30"  MATERIAL "st52"  SHAPE "H-W400X10-F400X30"  
  FRAMESECTION  "H-W400X10-F450X30"  MATERIAL "st52"  SHAPE "H-W400X10-F450X30"  
  FRAMESECTION  "H-W400X10-F500X30"  MATERIAL "st52"  SHAPE "H-W400X10-F500X30"  
  FRAMESECTION  "H-W400X12-F400X25"  MATERIAL "st52"  SHAPE "H-W400X12-F400X25"  
  FRAMESECTION  "H-W400X12-F400X30"  MATERIAL "st52"  SHAPE "H-W400X12-F400X30"  
  FRAMESECTION  "H-W400X12-F450X30"  MATERIAL "st52"  SHAPE "H-W400X12-F450X30"  
  FRAMESECTION  "H-W400X12-F500X30"  MATERIAL "st52"  SHAPE "H-W400X12-F500X30"  
  FRAMESECTION  "H-W400X15-F400X25"  MATERIAL "st52"  SHAPE "H-W400X15-F400X25"  
  FRAMESECTION  "H-W400X15-F400X30"  MATERIAL "st52"  SHAPE "H-W400X15-F400X30"  
  FRAMESECTION  "H-W400X15-F450X30"  MATERIAL "st52"  SHAPE "H-W400X15-F450X30"  
  FRAMESECTION  "H-W400X15-F500X30"  MATERIAL "st52"  SHAPE "H-W400X15-F500X30"  
  FRAMESECTION  "H-W400X20-F400X25"  MATERIAL "st52"  SHAPE "H-W400X20-F400X25"  
  FRAMESECTION  "H-W400X20-F400X30"  MATERIAL "st52"  SHAPE "H-W400X20-F400X30"  
  FRAMESECTION  "H-W400X20-F450X25"  MATERIAL "st52"  SHAPE "H-W400X20-F450X25"  
  FRAMESECTION  "H-W400X20-F450X30"  MATERIAL "st52"  SHAPE "H-W400X20-F450X30"  
  FRAMESECTION  "H-W400X20-F500X30"  MATERIAL "st52"  SHAPE "H-W400X20-F500X30"  
  FRAMESECTION  "H-W400X25-F400X25"  MATERIAL "st52"  SHAPE "H-W400X25-F400X25"  
  FRAMESECTION  "H-W400X25-F400X30"  MATERIAL "st52"  SHAPE "H-W400X25-F400X30"  
  FRAMESECTION  "H-W400X25-F450X25"  MATERIAL "st52"  SHAPE "H-W400X25-F450X25"  
  FRAMESECTION  "H-W400X25-F450X30"  MATERIAL "st52"  SHAPE "H-W400X25-F450X30"  
  FRAMESECTION  "H-W400X25-F500X30"  MATERIAL "st52"  SHAPE "H-W400X25-F500X30"  
  FRAMESECTION  "H-W500X25-F500X30"  MATERIAL "st52"  SHAPE "H-W500X25-F500X30"  
  FRAMESECTION  "H-W250X10-F250X15"  MATERIAL "st52"  SHAPE "H-W250X10-F250X15"  
  FRAMESECTION  "H-W250X10-F250X20"  MATERIAL "st52"  SHAPE "H-W250X10-F250X20"  
  FRAMESECTION  "H-W250X10-F250X25"  MATERIAL "st52"  SHAPE "H-W250X10-F250X25"  
  FRAMESECTION  "H-W250X10-F270X20"  MATERIAL "st52"  SHAPE "H-W250X10-F270X20"  
  FRAMESECTION  "H-W250X10-F270X25"  MATERIAL "st52"  SHAPE "H-W250X10-F270X25"  
  FRAMESECTION  "H-W250X10-F300X20"  MATERIAL "st52"  SHAPE "H-W250X10-F300X20"  
  FRAMESECTION  "H-W250X10-F300X25"  MATERIAL "st52"  SHAPE "H-W250X10-F300X25"  
  FRAMESECTION  "H-W250X10-F300X30"  MATERIAL "st52"  SHAPE "H-W250X10-F300X30"  
  FRAMESECTION  "H-W250X10-F350X20"  MATERIAL "st52"  SHAPE "H-W250X10-F350X20"  
  FRAMESECTION  "H-W250X10-F350X25"  MATERIAL "st52"  SHAPE "H-W250X10-F350X25"  
  FRAMESECTION  "H-W250X10-F350X30"  MATERIAL "st52"  SHAPE "H-W250X10-F350X30"  
  FRAMESECTION  "H-W250X10-F400X25"  MATERIAL "st52"  SHAPE "H-W250X10-F400X25"  
  FRAMESECTION  "H-W250X10-F400X30"  MATERIAL "st52"  SHAPE "H-W250X10-F400X30"  
  FRAMESECTION  "H-W250X10-F450X30"  MATERIAL "st52"  SHAPE "H-W250X10-F450X30"  
  FRAMESECTION  "H-W250X10-F500X30"  MATERIAL "st52"  SHAPE "H-W250X10-F500X30"  
  FRAMESECTION  "H-W250X12-F250X15"  MATERIAL "st52"  SHAPE "H-W250X12-F250X15"  
  FRAMESECTION  "H-W250X12-F250X20"  MATERIAL "st52"  SHAPE "H-W250X12-F250X20"  
  FRAMESECTION  "H-W250X12-F250X25"  MATERIAL "st52"  SHAPE "H-W250X12-F250X25"  
  FRAMESECTION  "H-W250X12-F270X15"  MATERIAL "st52"  SHAPE "H-W250X12-F270X15"  
  FRAMESECTION  "H-W250X12-F270X20"  MATERIAL "st52"  SHAPE "H-W250X12-F270X20"  
  FRAMESECTION  "H-W250X12-F270X25"  MATERIAL "st52"  SHAPE "H-W250X12-F270X25"  
  FRAMESECTION  "H-W250X12-F300X20"  MATERIAL "st52"  SHAPE "H-W250X12-F300X20"  
  FRAMESECTION  "H-W250X12-F300X25"  MATERIAL "st52"  SHAPE "H-W250X12-F300X25"  
  FRAMESECTION  "H-W250X12-F300X30"  MATERIAL "st52"  SHAPE "H-W250X12-F300X30"  
  FRAMESECTION  "H-W250X12-F350X20"  MATERIAL "st52"  SHAPE "H-W250X12-F350X20"  
  FRAMESECTION  "H-W250X12-F350X25"  MATERIAL "st52"  SHAPE "H-W250X12-F350X25"  
  FRAMESECTION  "H-W250X12-F350X30"  MATERIAL "st52"  SHAPE "H-W250X12-F350X30"  
  FRAMESECTION  "H-W250X12-F400X25"  MATERIAL "st52"  SHAPE "H-W250X12-F400X25"  
  FRAMESECTION  "H-W250X12-F400X30"  MATERIAL "st52"  SHAPE "H-W250X12-F400X30"  
  FRAMESECTION  "H-W250X12-F450X30"  MATERIAL "st52"  SHAPE "H-W250X12-F450X30"  
  FRAMESECTION  "H-W250X12-F500X30"  MATERIAL "st52"  SHAPE "H-W250X12-F500X30"  
  FRAMESECTION  "H-W250X15-F250X15"  MATERIAL "st52"  SHAPE "H-W250X15-F250X15"  
  FRAMESECTION  "H-W250X15-F250X20"  MATERIAL "st52"  SHAPE "H-W250X15-F250X20"  
  FRAMESECTION  "H-W250X15-F250X25"  MATERIAL "st52"  SHAPE "H-W250X15-F250X25"  
  FRAMESECTION  "H-W250X15-F270X15"  MATERIAL "st52"  SHAPE "H-W250X15-F270X15"  
  FRAMESECTION  "H-W250X15-F270X20"  MATERIAL "st52"  SHAPE "H-W250X15-F270X20"  
  FRAMESECTION  "H-W250X15-F270X25"  MATERIAL "st52"  SHAPE "H-W250X15-F270X25"  
  FRAMESECTION  "H-W250X15-F300X20"  MATERIAL "st52"  SHAPE "H-W250X15-F300X20"  
  FRAMESECTION  "H-W250X15-F300X25"  MATERIAL "st52"  SHAPE "H-W250X15-F300X25"  
  FRAMESECTION  "H-W250X15-F300X30"  MATERIAL "st52"  SHAPE "H-W250X15-F300X30"  
  FRAMESECTION  "H-W250X15-F350X20"  MATERIAL "st52"  SHAPE "H-W250X15-F350X20"  
  FRAMESECTION  "H-W250X15-F350X25"  MATERIAL "st52"  SHAPE "H-W250X15-F350X25"  
  FRAMESECTION  "H-W250X15-F350X30"  MATERIAL "st52"  SHAPE "H-W250X15-F350X30"  
  FRAMESECTION  "H-W250X15-F400X25"  MATERIAL "st52"  SHAPE "H-W250X15-F400X25"  
  FRAMESECTION  "H-W250X15-F400X30"  MATERIAL "st52"  SHAPE "H-W250X15-F400X30"  
  FRAMESECTION  "H-W250X15-F450X30"  MATERIAL "st52"  SHAPE "H-W250X15-F450X30"  
  FRAMESECTION  "H-W250X15-F500X30"  MATERIAL "st52"  SHAPE "H-W250X15-F500X30"  
  FRAMESECTION  "H-W250X20-F250X15"  MATERIAL "st52"  SHAPE "H-W250X20-F250X15"  
  FRAMESECTION  "H-W250X20-F250X20"  MATERIAL "st52"  SHAPE "H-W250X20-F250X20"  
  FRAMESECTION  "H-W250X20-F250X25"  MATERIAL "st52"  SHAPE "H-W250X20-F250X25"  
  FRAMESECTION  "H-W250X20-F270X15"  MATERIAL "st52"  SHAPE "H-W250X20-F270X15"  
  FRAMESECTION  "H-W250X20-F270X20"  MATERIAL "st52"  SHAPE "H-W250X20-F270X20"  
  FRAMESECTION  "H-W250X20-F270X25"  MATERIAL "st52"  SHAPE "H-W250X20-F270X25"  
  FRAMESECTION  "H-W250X20-F300X20"  MATERIAL "st52"  SHAPE "H-W250X20-F300X20"  
  FRAMESECTION  "H-W250X20-F300X25"  MATERIAL "st52"  SHAPE "H-W250X20-F300X25"  
  FRAMESECTION  "H-W250X20-F300X30"  MATERIAL "st52"  SHAPE "H-W250X20-F300X30"  
  FRAMESECTION  "H-W250X20-F350X20"  MATERIAL "st52"  SHAPE "H-W250X20-F350X20"  
  FRAMESECTION  "H-W250X20-F350X25"  MATERIAL "st52"  SHAPE "H-W250X20-F350X25"  
  FRAMESECTION  "H-W250X20-F350X30"  MATERIAL "st52"  SHAPE "H-W250X20-F350X30"  
  FRAMESECTION  "H-W250X20-F400X25"  MATERIAL "st52"  SHAPE "H-W250X20-F400X25"  
  FRAMESECTION  "H-W250X20-F400X30"  MATERIAL "st52"  SHAPE "H-W250X20-F400X30"  
  FRAMESECTION  "H-W250X20-F450X25"  MATERIAL "st52"  SHAPE "H-W250X20-F450X25"  
  FRAMESECTION  "H-W250X20-F450X30"  MATERIAL "st52"  SHAPE "H-W250X20-F450X30"  
  FRAMESECTION  "H-W250X20-F500X30"  MATERIAL "st52"  SHAPE "H-W250X20-F500X30"  
  FRAMESECTION  "H-W250X25-F250X15"  MATERIAL "st52"  SHAPE "H-W250X25-F250X15"  
  FRAMESECTION  "H-W250X25-F250X20"  MATERIAL "st52"  SHAPE "H-W250X25-F250X20"  
  FRAMESECTION  "H-W250X25-F250X25"  MATERIAL "st52"  SHAPE "H-W250X25-F250X25"  
  FRAMESECTION  "H-W250X25-F270X15"  MATERIAL "st52"  SHAPE "H-W250X25-F270X15"  
  FRAMESECTION  "H-W250X25-F270X20"  MATERIAL "st52"  SHAPE "H-W250X25-F270X20"  
  FRAMESECTION  "H-W250X25-F270X25"  MATERIAL "st52"  SHAPE "H-W250X25-F270X25"  
  FRAMESECTION  "H-W250X25-F300X20"  MATERIAL "st52"  SHAPE "H-W250X25-F300X20"  
  FRAMESECTION  "H-W250X25-F300X25"  MATERIAL "st52"  SHAPE "H-W250X25-F300X25"  
  FRAMESECTION  "H-W250X25-F300X30"  MATERIAL "st52"  SHAPE "H-W250X25-F300X30"  
  FRAMESECTION  "H-W250X25-F350X20"  MATERIAL "st52"  SHAPE "H-W250X25-F350X20"  
  FRAMESECTION  "H-W250X25-F350X25"  MATERIAL "st52"  SHAPE "H-W250X25-F350X25"  
  FRAMESECTION  "H-W250X25-F350X30"  MATERIAL "st52"  SHAPE "H-W250X25-F350X30"  
  FRAMESECTION  "H-W250X25-F400X25"  MATERIAL "st52"  SHAPE "H-W250X25-F400X25"  
  FRAMESECTION  "H-W250X25-F400X30"  MATERIAL "st52"  SHAPE "H-W250X25-F400X30"  
  FRAMESECTION  "H-W250X25-F450X25"  MATERIAL "st52"  SHAPE "H-W250X25-F450X25"  
  FRAMESECTION  "H-W250X25-F450X30"  MATERIAL "st52"  SHAPE "H-W250X25-F450X30"  
  FRAMESECTION  "H-W250X25-F500X30"  MATERIAL "st52"  SHAPE "H-W250X25-F500X30"  
  FRAMESECTION  "H-W300X10-F300X20"  MATERIAL "st52"  SHAPE "H-W300X10-F300X20"  
  FRAMESECTION  "H-W300X10-F300X25"  MATERIAL "st52"  SHAPE "H-W300X10-F300X25"  
  FRAMESECTION  "H-W300X10-F300X30"  MATERIAL "st52"  SHAPE "H-W300X10-F300X30"  
  FRAMESECTION  "H-W300X10-F350X20"  MATERIAL "st52"  SHAPE "H-W300X10-F350X20"  
  FRAMESECTION  "H-W300X10-F350X25"  MATERIAL "st52"  SHAPE "H-W300X10-F350X25"  
  FRAMESECTION  "H-W300X10-F350X30"  MATERIAL "st52"  SHAPE "H-W300X10-F350X30"  
  FRAMESECTION  "H-W300X10-F400X25"  MATERIAL "st52"  SHAPE "H-W300X10-F400X25"  
  FRAMESECTION  "H-W300X10-F400X30"  MATERIAL "st52"  SHAPE "H-W300X10-F400X30"  
  FRAMESECTION  "H-W300X10-F450X30"  MATERIAL "st52"  SHAPE "H-W300X10-F450X30"  
  FRAMESECTION  "H-W300X10-F500X30"  MATERIAL "st52"  SHAPE "H-W300X10-F500X30"  
  FRAMESECTION  "H-W300X12-F300X20"  MATERIAL "st52"  SHAPE "H-W300X12-F300X20"  
  FRAMESECTION  "H-W300X12-F300X25"  MATERIAL "st52"  SHAPE "H-W300X12-F300X25"  
  FRAMESECTION  "H-W300X12-F300X30"  MATERIAL "st52"  SHAPE "H-W300X12-F300X30"  
  FRAMESECTION  "H-W300X12-F350X20"  MATERIAL "st52"  SHAPE "H-W300X12-F350X20"  
  FRAMESECTION  "H-W300X12-F350X25"  MATERIAL "st52"  SHAPE "H-W300X12-F350X25"  
  FRAMESECTION  "H-W300X12-F350X30"  MATERIAL "st52"  SHAPE "H-W300X12-F350X30"  
  FRAMESECTION  "H-W300X12-F400X25"  MATERIAL "st52"  SHAPE "H-W300X12-F400X25"  
  FRAMESECTION  "H-W300X12-F400X30"  MATERIAL "st52"  SHAPE "H-W300X12-F400X30"  
  FRAMESECTION  "H-W300X12-F450X30"  MATERIAL "st52"  SHAPE "H-W300X12-F450X30"  
  FRAMESECTION  "H-W300X12-F500X30"  MATERIAL "st52"  SHAPE "H-W300X12-F500X30"  
  FRAMESECTION  "H-W300X15-F300X20"  MATERIAL "st52"  SHAPE "H-W300X15-F300X20"  
  FRAMESECTION  "H-W300X15-F300X25"  MATERIAL "st52"  SHAPE "H-W300X15-F300X25"  
  FRAMESECTION  "H-W300X15-F300X30"  MATERIAL "st52"  SHAPE "H-W300X15-F300X30"  
  FRAMESECTION  "H-W300X15-F350X20"  MATERIAL "st52"  SHAPE "H-W300X15-F350X20"  
  FRAMESECTION  "H-W300X15-F350X25"  MATERIAL "st52"  SHAPE "H-W300X15-F350X25"  
  FRAMESECTION  "H-W300X15-F350X30"  MATERIAL "st52"  SHAPE "H-W300X15-F350X30"  
  FRAMESECTION  "H-W300X15-F400X25"  MATERIAL "st52"  SHAPE "H-W300X15-F400X25"  
  FRAMESECTION  "H-W300X15-F400X30"  MATERIAL "st52"  SHAPE "H-W300X15-F400X30"  
  FRAMESECTION  "H-W300X15-F450X30"  MATERIAL "st52"  SHAPE "H-W300X15-F450X30"  
  FRAMESECTION  "H-W300X15-F500X30"  MATERIAL "st52"  SHAPE "H-W300X15-F500X30"  
  FRAMESECTION  "H-W300X20-F300X20"  MATERIAL "st52"  SHAPE "H-W300X20-F300X20"  
  FRAMESECTION  "H-W300X20-F300X25"  MATERIAL "st52"  SHAPE "H-W300X20-F300X25"  
  FRAMESECTION  "H-W300X20-F300X30"  MATERIAL "st52"  SHAPE "H-W300X20-F300X30"  
  FRAMESECTION  "H-W300X20-F350X20"  MATERIAL "st52"  SHAPE "H-W300X20-F350X20"  
  FRAMESECTION  "H-W300X20-F350X25"  MATERIAL "st52"  SHAPE "H-W300X20-F350X25"  
  FRAMESECTION  "H-W300X20-F350X30"  MATERIAL "st52"  SHAPE "H-W300X20-F350X30"  
  FRAMESECTION  "H-W300X20-F400X25"  MATERIAL "st52"  SHAPE "H-W300X20-F400X25"  
  FRAMESECTION  "H-W300X20-F400X30"  MATERIAL "st52"  SHAPE "H-W300X20-F400X30"  
  FRAMESECTION  "H-W300X20-F450X25"  MATERIAL "st52"  SHAPE "H-W300X20-F450X25"  
  FRAMESECTION  "H-W300X20-F450X30"  MATERIAL "st52"  SHAPE "H-W300X20-F450X30"  
  FRAMESECTION  "H-W300X20-F500X30"  MATERIAL "st52"  SHAPE "H-W300X20-F500X30"  
  FRAMESECTION  "H-W300X25-F300X20"  MATERIAL "st52"  SHAPE "H-W300X25-F300X20"  
  FRAMESECTION  "H-W300X25-F300X25"  MATERIAL "st52"  SHAPE "H-W300X25-F300X25"  
  FRAMESECTION  "H-W300X25-F300X30"  MATERIAL "st52"  SHAPE "H-W300X25-F300X30"  
  FRAMESECTION  "H-W300X25-F350X20"  MATERIAL "st52"  SHAPE "H-W300X25-F350X20"  
  FRAMESECTION  "H-W300X25-F350X25"  MATERIAL "st52"  SHAPE "H-W300X25-F350X25"  
  FRAMESECTION  "H-W300X25-F350X30"  MATERIAL "st52"  SHAPE "H-W300X25-F350X30"  
  FRAMESECTION  "H-W300X25-F400X25"  MATERIAL "st52"  SHAPE "H-W300X25-F400X25"  
  FRAMESECTION  "H-W300X25-F400X30"  MATERIAL "st52"  SHAPE "H-W300X25-F400X30"  
  FRAMESECTION  "H-W300X25-F450X25"  MATERIAL "st52"  SHAPE "H-W300X25-F450X25"  
  FRAMESECTION  "H-W300X25-F450X30"  MATERIAL "st52"  SHAPE "H-W300X25-F450X30"  
  FRAMESECTION  "H-W300X25-F500X30"  MATERIAL "st52"  SHAPE "H-W300X25-F500X30"  
  FRAMESECTION  "H-W350X10-F350X20"  MATERIAL "st52"  SHAPE "H-W350X10-F350X20"  
  FRAMESECTION  "H-W350X10-F350X25"  MATERIAL "st52"  SHAPE "H-W350X10-F350X25"  
  FRAMESECTION  "H-W350X10-F350X30"  MATERIAL "st52"  SHAPE "H-W350X10-F350X30"  
  FRAMESECTION  "H-W350X10-F400X25"  MATERIAL "st52"  SHAPE "H-W350X10-F400X25"  
  FRAMESECTION  "H-W350X10-F400X30"  MATERIAL "st52"  SHAPE "H-W350X10-F400X30"  
  FRAMESECTION  "H-W350X10-F450X30"  MATERIAL "st52"  SHAPE "H-W350X10-F450X30"  
  FRAMESECTION  "H-W350X10-F500X30"  MATERIAL "st52"  SHAPE "H-W350X10-F500X30"  
  FRAMESECTION  "H-W350X12-F350X20"  MATERIAL "st52"  SHAPE "H-W350X12-F350X20"  
  FRAMESECTION  "H-W350X12-F350X25"  MATERIAL "st52"  SHAPE "H-W350X12-F350X25"  
  FRAMESECTION  "H-W350X12-F350X30"  MATERIAL "st52"  SHAPE "H-W350X12-F350X30"  
  FRAMESECTION  "H-W350X12-F400X25"  MATERIAL "st52"  SHAPE "H-W350X12-F400X25"  
  FRAMESECTION  "H-W350X12-F400X30"  MATERIAL "st52"  SHAPE "H-W350X12-F400X30"  
  FRAMESECTION  "H-W350X12-F450X30"  MATERIAL "st52"  SHAPE "H-W350X12-F450X30"  
  FRAMESECTION  "H-W350X12-F500X30"  MATERIAL "st52"  SHAPE "H-W350X12-F500X30"  
  FRAMESECTION  "H-W350X15-F350X20"  MATERIAL "st52"  SHAPE "H-W350X15-F350X20"  
  FRAMESECTION  "H-W350X15-F350X25"  MATERIAL "st52"  SHAPE "H-W350X15-F350X25"  
  FRAMESECTION  "H-W350X15-F350X30"  MATERIAL "st52"  SHAPE "H-W350X15-F350X30"  
  FRAMESECTION  "H-W350X15-F400X25"  MATERIAL "st52"  SHAPE "H-W350X15-F400X25"  
  FRAMESECTION  "H-W350X15-F400X30"  MATERIAL "st52"  SHAPE "H-W350X15-F400X30"  
  FRAMESECTION  "H-W350X15-F450X30"  MATERIAL "st52"  SHAPE "H-W350X15-F450X30"  
  FRAMESECTION  "H-W350X15-F500X30"  MATERIAL "st52"  SHAPE "H-W350X15-F500X30"  
  FRAMESECTION  "H-W350X20-F350X20"  MATERIAL "st52"  SHAPE "H-W350X20-F350X20"  
  FRAMESECTION  "H-W350X20-F350X25"  MATERIAL "st52"  SHAPE "H-W350X20-F350X25"  
  FRAMESECTION  "H-W350X20-F350X30"  MATERIAL "st52"  SHAPE "H-W350X20-F350X30"  
  FRAMESECTION  "H-W350X20-F400X25"  MATERIAL "st52"  SHAPE "H-W350X20-F400X25"  
  FRAMESECTION  "H-W350X20-F400X30"  MATERIAL "st52"  SHAPE "H-W350X20-F400X30"  
  FRAMESECTION  "H-W350X20-F450X25"  MATERIAL "st52"  SHAPE "H-W350X20-F450X25"  
  FRAMESECTION  "H-W350X20-F450X30"  MATERIAL "st52"  SHAPE "H-W350X20-F450X30"  
  FRAMESECTION  "H-W350X20-F500X30"  MATERIAL "st52"  SHAPE "H-W350X20-F500X30"  
  FRAMESECTION  "H-W350X25-F350X20"  MATERIAL "st52"  SHAPE "H-W350X25-F350X20"  
  FRAMESECTION  "H-W350X25-F350X25"  MATERIAL "st52"  SHAPE "H-W350X25-F350X25"  
  FRAMESECTION  "H-W350X25-F350X30"  MATERIAL "st52"  SHAPE "H-W350X25-F350X30"  
  FRAMESECTION  "H-W350X25-F400X25"  MATERIAL "st52"  SHAPE "H-W350X25-F400X25"  
  FRAMESECTION  "H-W350X25-F400X30"  MATERIAL "st52"  SHAPE "H-W350X25-F400X30"  
  FRAMESECTION  "H-W350X25-F450X25"  MATERIAL "st52"  SHAPE "H-W350X25-F450X25"  
  FRAMESECTION  "H-W350X25-F450X30"  MATERIAL "st52"  SHAPE "H-W350X25-F450X30"  
  FRAMESECTION  "H-W350X25-F500X30"  MATERIAL "st52"  SHAPE "H-W350X25-F500X30"  
  FRAMESECTION  "IPE140"  MATERIAL "st52"  SHAPE "IPE140"  FILE "Euro"  
  FRAMESECTION  "IPE160"  MATERIAL "st52"  SHAPE "IPE160"  
  FRAMESECTION  "IPE180"  MATERIAL "st52"  SHAPE "IPE180"  
  FRAMESECTION  "IPE200"  MATERIAL "st52"  SHAPE "IPE200"  
  FRAMESECTION  "IPE220"  MATERIAL "st52"  SHAPE "IPE220"  
  FRAMESECTION  "IPE240"  MATERIAL "st52"  SHAPE "IPE240"  
  FRAMESECTION  "IPE270"  MATERIAL "st52"  SHAPE "IPE270"  
  FRAMESECTION  "IPE300"  MATERIAL "st52"  SHAPE "IPE300"  
  FRAMESECTION  "2UPN80(D10)"  MATERIAL "CoreBrace"  SHAPE "2UPN80(D10)"  FILE "2UPN"  
  FRAMESECTION  "2UPN100(D10)"  MATERIAL "CoreBrace"  SHAPE "2UPN100(D10)"  
  FRAMESECTION  "2UPN140(D10)"  MATERIAL "CoreBrace"  SHAPE "2UPN140(D10)"  
  FRAMESECTION  "2UPN140(D15)"  MATERIAL "CoreBrace"  SHAPE "2UPN140(D15)"  
  FRAMESECTION  "2UPN140(D20)"  MATERIAL "CoreBrace"  SHAPE "2UPN140(D20)"  
  FRAMESECTION  "2UPN160(D10)"  MATERIAL "CoreBrace"  SHAPE "2UPN160(D10)"  
  FRAMESECTION  "2UPN160(D15)"  MATERIAL "CoreBrace"  SHAPE "2UPN160(D15)"  
  FRAMESECTION  "2UPN160(D20)"  MATERIAL "CoreBrace"  SHAPE "2UPN160(D20)"  
  FRAMESECTION  "2UPN180(D10)"  MATERIAL "CoreBrace"  SHAPE "2UPN180(D10)"  
  FRAMESECTION  "2UPN180(D15)"  MATERIAL "CoreBrace"  SHAPE "2UPN180(D15)"  
  FRAMESECTION  "2UPN180(D20)"  MATERIAL "CoreBrace"  SHAPE "2UPN180(D20)"  
  FRAMESECTION  "2UPN200(D15)"  MATERIAL "CoreBrace"  SHAPE "2UPN200(D15)"  
  FRAMESECTION  "2UPN200(D20)"  MATERIAL "CoreBrace"  SHAPE "2UPN200(D20)"  
  FRAMESECTION  "2UPN220(D20)"  MATERIAL "CoreBrace"  SHAPE "2UPN220(D20)"  
  FRAMESECTION  "2UPN220(D25)"  MATERIAL "CoreBrace"  SHAPE "2UPN220(D25)"  
  FRAMESECTION  "2UPN240(D15)"  MATERIAL "CoreBrace"  SHAPE "2UPN240(D15)"  
  FRAMESECTION  "2UPN240(D20)"  MATERIAL "CoreBrace"  SHAPE "2UPN240(D20)"  
  FRAMESECTION  "2IPE180"  MATERIAL "st52"  SHAPE "2IPE180"  FILE "2IPE"  
  FRAMESECTION  "2IPE200"  MATERIAL "st52"  SHAPE "2IPE200"  
  FRAMESECTION  "2IPE220"  MATERIAL "st52"  SHAPE "2IPE220"  
  FRAMESECTION  "2IPE240"  MATERIAL "st52"  SHAPE "2IPE240"  
  FRAMESECTION  "2IPE270"  MATERIAL "st52"  SHAPE "2IPE270"  
  FRAMESECTION  "2IPE300"  MATERIAL "st52"  SHAPE "2IPE300"  
  FRAMESECTION  "2IPE140"  MATERIAL "st52"  SHAPE "2IPE140"  

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

$ SLAB PROPERTIES
  SHELLPROP  "Slab1"  PROPTYPE  "Slab"  MATERIAL "C25"  MODELINGTYPE "ShellThin"  SLABTYPE "Slab"  SLABTHICKNESS 200 
  SHELLPROP  "Plank1"  PROPTYPE  "Slab"  MATERIAL "C25"  MODELINGTYPE "Membrane"  ONEWAYLOADDIST "Yes"  SLABTYPE "Slab"  SLABTHICKNESS 200 

$ DECK PROPERTIES
  SHELLPROP  "Deck1"  PROPTYPE  "Deck"  DECKTYPE "Unfilled"  DECKMATERIAL "st52"  DECKRIBDEPTH 75 DECKRIBWIDTHTOP 175 DECKRIBWIDTHBOTTOM 125 DECKRIBSPACING 300 DECKSHEARTHICKNESS 1 DECKUNITWEIGHT 0.0001101246 

$ WALL PROPERTIES
  SHELLPROP  "Wall1"  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"  PZENDOFFSETSRIGID  "Yes"  PZACTIVEDIRECTIONS  "Major"  PZTYPE  "From Column"  
  PANELZONE  "PZone1"  PZDOUBLER  0 

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

$ POINT COORDINATES
  POINT "5"  0 0 
  POINT "6"  0 5000 
  POINT "7"  0 10000 
  POINT "8"  0 15000 
  POINT "9"  5000 0 
  POINT "10"  5000 5000 
  POINT "11"  5000 10000 
  POINT "12"  5000 15000 
  POINT "13"  10000 0 
  POINT "14"  10000 5000 
  POINT "15"  10000 10000 
  POINT "16"  10000 15000 
  POINT "17"  15000 0 
  POINT "18"  15000 5000 
  POINT "19"  15000 10000 
  POINT "20"  15000 15000 
  POINT "2"  2500 0 
  POINT "3"  12500 0 
  POINT "4"  2500 15000 
  POINT "21"  12500 15000 

$ LINE CONNECTIVITIES
  LINE  "C2"  COLUMN  "5"  "5"  1
  LINE  "C3"  COLUMN  "6"  "6"  1
  LINE  "C4"  COLUMN  "7"  "7"  1
  LINE  "C5"  COLUMN  "8"  "8"  1
  LINE  "C6"  COLUMN  "9"  "9"  1
  LINE  "C7"  COLUMN  "10"  "10"  1
  LINE  "C8"  COLUMN  "11"  "11"  1
  LINE  "C9"  COLUMN  "12"  "12"  1
  LINE  "C10"  COLUMN  "13"  "13"  1
  LINE  "C11"  COLUMN  "14"  "14"  1
  LINE  "C12"  COLUMN  "15"  "15"  1
  LINE  "C13"  COLUMN  "16"  "16"  1
  LINE  "C14"  COLUMN  "17"  "17"  1
  LINE  "C15"  COLUMN  "18"  "18"  1
  LINE  "C16"  COLUMN  "19"  "19"  1
  LINE  "C17"  COLUMN  "20"  "20"  1
  LINE  "B1"  BEAM  "5"  "6"  0
  LINE  "B2"  BEAM  "6"  "7"  0
  LINE  "B3"  BEAM  "7"  "8"  0
  LINE  "B4"  BEAM  "9"  "10"  0
  LINE  "B5"  BEAM  "10"  "11"  0
  LINE  "B6"  BEAM  "11"  "12"  0
  LINE  "B7"  BEAM  "13"  "14"  0
  LINE  "B8"  BEAM  "14"  "15"  0
  LINE  "B9"  BEAM  "15"  "16"  0
  LINE  "B10"  BEAM  "17"  "18"  0
  LINE  "B11"  BEAM  "18"  "19"  0
  LINE  "B12"  BEAM  "19"  "20"  0
  LINE  "B13"  BEAM  "5"  "9"  0
  LINE  "B14"  BEAM  "9"  "13"  0
  LINE  "B15"  BEAM  "13"  "17"  0
  LINE  "B16"  BEAM  "6"  "10"  0
  LINE  "B17"  BEAM  "10"  "14"  0
  LINE  "B18"  BEAM  "14"  "18"  0
  LINE  "B19"  BEAM  "7"  "11"  0
  LINE  "B20"  BEAM  "11"  "15"  0
  LINE  "B21"  BEAM  "15"  "19"  0
  LINE  "B22"  BEAM  "8"  "12"  0
  LINE  "B23"  BEAM  "12"  "16"  0
  LINE  "B24"  BEAM  "16"  "20"  0
  LINE  "D7"  BRACE  "5"  "2"  1
  LINE  "D8"  BRACE  "9"  "2"  1
  LINE  "D9"  BRACE  "13"  "3"  1
  LINE  "D10"  BRACE  "17"  "3"  1
  LINE  "D11"  BRACE  "8"  "4"  1
  LINE  "D12"  BRACE  "12"  "4"  1
  LINE  "D13"  BRACE  "16"  "21"  1
  LINE  "D14"  BRACE  "20"  "21"  1

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

$ POINT ASSIGNS
  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  "17"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "18"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "19"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "20"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  

$ LINE ASSIGNS
  LINEASSIGN  "C2"  "Story2"  SECTION "H-W300X10-F300X25"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C2"  "Story5"  SECTION "H-W250X10-F250X15"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C2"  "Story4"  SECTION "H-W250X10-F250X20"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C2"  "Story3"  SECTION "H-W250X10-F250X25"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C2"  "Story1"  SECTION "H-W400X10-F400X25"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C3"  "Story2"  SECTION "H-W300X10-F300X25"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C3"  "Story5"  SECTION "H-W250X10-F250X15"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C3"  "Story4"  SECTION "H-W250X10-F250X25"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C3"  "Story3"  SECTION "H-W300X10-F300X25"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C3"  "Story1"  SECTION "H-W400X10-F400X25"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C4"  "Story2"  SECTION "H-W350X10-F350X25"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C4"  "Story5"  SECTION "H-W250X10-F250X15"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C4"  "Story4"  SECTION "H-W250X10-F250X25"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C4"  "Story3"  SECTION "H-W300X10-F300X25"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C4"  "Story1"  SECTION "H-W400X10-F400X25"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C5"  "Story2"  SECTION "H-W300X10-F300X25"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C5"  "Story5"  SECTION "H-W250X10-F250X15"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C5"  "Story4"  SECTION "H-W250X10-F250X20"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C5"  "Story3"  SECTION "H-W250X10-F250X25"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C5"  "Story1"  SECTION "H-W400X10-F400X25"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C6"  "Story2"  SECTION "H-W300X10-F300X25"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C6"  "Story5"  SECTION "H-W250X10-F250X15"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "C6"  "Story4"  SECTION "H-W250X10-F250X20"  RIGIDZONE 0.5 MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
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  LINEASSIGN  "B15"  "Story5"  SECTION "2IPE220"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B15"  "Story4"  SECTION "2IPE270"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B15"  "Story3"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B15"  "Story1"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B16"  "Story2"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B16"  "Story5"  SECTION "2IPE220"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B16"  "Story4"  SECTION "2IPE270"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B16"  "Story3"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B16"  "Story1"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B17"  "Story2"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B17"  "Story5"  SECTION "2IPE220"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B17"  "Story4"  SECTION "2IPE270"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B17"  "Story3"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B17"  "Story1"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B18"  "Story2"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B18"  "Story5"  SECTION "2IPE220"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B18"  "Story4"  SECTION "2IPE270"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B18"  "Story3"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B18"  "Story1"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B19"  "Story2"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B19"  "Story5"  SECTION "2IPE220"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B19"  "Story4"  SECTION "2IPE270"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B19"  "Story3"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B19"  "Story1"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B20"  "Story2"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B20"  "Story5"  SECTION "2IPE220"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B20"  "Story4"  SECTION "2IPE270"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B20"  "Story3"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B20"  "Story1"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B21"  "Story2"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B21"  "Story5"  SECTION "2IPE220"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B21"  "Story4"  SECTION "2IPE270"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B21"  "Story3"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B21"  "Story1"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B22"  "Story2"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B22"  "Story5"  SECTION "2IPE220"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B22"  "Story4"  SECTION "2IPE270"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B22"  "Story3"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B22"  "Story1"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B23"  "Story2"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B23"  "Story5"  SECTION "2IPE220"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B23"  "Story4"  SECTION "2IPE270"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B23"  "Story3"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B23"  "Story1"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B24"  "Story2"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B24"  "Story5"  SECTION "2IPE220"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B24"  "Story4"  SECTION "2IPE270"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B24"  "Story3"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "B24"  "Story1"  SECTION "2IPE300"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D7"  "Story5"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D8"  "Story5"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D7"  "Story4"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D8"  "Story4"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D7"  "Story3"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D8"  "Story3"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D7"  "Story2"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D8"  "Story2"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D7"  "Story1"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D8"  "Story1"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D9"  "Story5"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D10"  "Story5"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D9"  "Story4"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D10"  "Story4"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D9"  "Story3"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D10"  "Story3"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D9"  "Story2"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D10"  "Story2"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D9"  "Story1"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D10"  "Story1"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D11"  "Story5"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D12"  "Story5"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D11"  "Story4"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D12"  "Story4"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D11"  "Story3"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D12"  "Story3"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D11"  "Story2"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D12"  "Story2"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D11"  "Story1"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D12"  "Story1"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D13"  "Story5"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D14"  "Story5"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D13"  "Story4"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D14"  "Story4"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D13"  "Story3"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D14"  "Story3"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D13"  "Story2"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D14"  "Story2"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D13"  "Story1"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  
  LINEASSIGN  "D14"  "Story1"  SECTION "2UPN140(D10)"  RELEASE "TI M2I M2J M3I M3J"MINNUMSTA 3 AUTOMESH "YES"  MESHATINTERSECTIONS "YES"  

$ AREA ASSIGNS
  AREAASSIGN  "F2"  "Story2"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F2"  "Story5"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F2"  "Story4"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F2"  "Story3"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F2"  "Story1"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F3"  "Story2"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F3"  "Story5"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F3"  "Story4"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F3"  "Story3"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F3"  "Story1"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F4"  "Story2"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F4"  "Story5"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F4"  "Story4"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F4"  "Story3"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F4"  "Story1"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F5"  "Story2"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F5"  "Story5"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F5"  "Story4"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F5"  "Story3"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F5"  "Story1"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F6"  "Story2"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F6"  "Story5"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F6"  "Story4"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F6"  "Story3"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F6"  "Story1"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F7"  "Story2"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F7"  "Story5"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F7"  "Story4"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F7"  "Story3"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F7"  "Story1"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F8"  "Story2"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F8"  "Story5"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F8"  "Story4"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F8"  "Story3"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F8"  "Story1"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F9"  "Story2"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F9"  "Story5"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F9"  "Story4"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F9"  "Story3"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F9"  "Story1"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F10"  "Story2"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F10"  "Story5"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F10"  "Story4"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F10"  "Story3"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F10"  "Story1"  SECTION "Deck1"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  

$ LOAD PATTERNS
  LOADPATTERN "Dead"  TYPE  "Dead"  SELFWEIGHT  1
  LOADPATTERN "Live"  TYPE  "Reducible Live"  SELFWEIGHT  0
  LOADPATTERN "Live_roof"  TYPE  "Roof Live"  SELFWEIGHT  0
  LOADPATTERN "Live_partition"  TYPE  "Live"  SELFWEIGHT  0
  LOADPATTERN "Snow"  TYPE  "Snow"  SELFWEIGHT  0
  LOADPATTERN "Mass_modify"  TYPE  "Other"  SELFWEIGHT  0
  LOADPATTERN "Ex"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "Ex_all"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "Ey"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "Ey_all"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "Ev"  TYPE  "Other"  SELFWEIGHT  0
  SEISMIC "Ex"  "User Coefficient"    DIR "X"    TOPSTORY "Story5"    BOTTOMSTORY "Base"    SHEARCOEFF 0.193  HEIGHTEXPONENT 1.09
  SEISMIC "Ex_all"  "User Coefficient"    DIR "X X+ECC X-ECC"  ECC 0.05  TOPSTORY "Story5"    BOTTOMSTORY "Base"    SHEARCOEFF 0.193  HEIGHTEXPONENT 1.09
  SEISMIC "Ey"  "User Coefficient"    DIR "Y"    TOPSTORY "Story5"    BOTTOMSTORY "Base"    SHEARCOEFF 0.275  HEIGHTEXPONENT 1
  SEISMIC "Ey_all"  "User Coefficient"    DIR "Y Y+ECC Y-ECC"  ECC 0.05  TOPSTORY "Story5"    BOTTOMSTORY "Base"    SHEARCOEFF 0.275  HEIGHTEXPONENT 1

$ POINT OBJECT LOADS

$ FRAME OBJECT LOADS

$ SHELL OBJECT LOADS
  AREALOAD  "F2"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F2"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass_modify"  FVAL 0.0007354988
  AREALOAD  "F2"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F2"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F2"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F2"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass_modify"  FVAL -0.0007354988
  AREALOAD  "F2"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F3"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F3"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass_modify"  FVAL 0.0007354988
  AREALOAD  "F3"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F3"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F3"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F3"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass_modify"  FVAL -0.0007354988
  AREALOAD  "F3"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F4"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F4"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass_modify"  FVAL 0.0007354988
  AREALOAD  "F4"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F4"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F4"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F4"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass_modify"  FVAL -0.0007354988
  AREALOAD  "F4"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F5"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F5"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass_modify"  FVAL 0.0007354988
  AREALOAD  "F5"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F5"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F5"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F5"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass_modify"  FVAL -0.0007354988
  AREALOAD  "F5"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F6"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F6"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass_modify"  FVAL 0.0007354988
  AREALOAD  "F6"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F6"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F6"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F6"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass_modify"  FVAL -0.0007354988
  AREALOAD  "F6"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F7"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F7"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass_modify"  FVAL 0.0007354988
  AREALOAD  "F7"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F7"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F7"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F7"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass_modify"  FVAL -0.0007354988
  AREALOAD  "F7"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F8"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F8"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass_modify"  FVAL 0.0007354988
  AREALOAD  "F8"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F8"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F8"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F8"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass_modify"  FVAL -0.0007354988
  AREALOAD  "F8"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F9"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F9"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass_modify"  FVAL 0.0007354988
  AREALOAD  "F9"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F9"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F9"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F9"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass_modify"  FVAL -0.0007354988
  AREALOAD  "F9"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F10"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F10"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass_modify"  FVAL 0.0007354988
  AREALOAD  "F10"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F10"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F10"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0
  AREALOAD  "F10"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Mass_modify"  FVAL -0.0007354988
  AREALOAD  "F10"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 0

$ ANALYSIS OPTIONS
  ACTIVEDOF "UX UY UZ RX RY RZ"  
  MODELHINGESINLINKS "Yes"  HINGEDAMPINGOPTION "KT"  
  PDELTA  METHOD "ITERATIVE"  TOL 0.0001
  PDELTA  LOAD "Dead"  FACTOR 1.41
  PDELTA  LOAD "Live"  FACTOR 0.5
  PDELTA  LOAD "Live_partition"  FACTOR 1
  PDELTA  LOAD "Snow"  FACTOR 0.2
  AUTORECTMESH  LOCALIZEDFLOORMESHING  "Yes"  FLOORMESHMERGEJOINTS  "Yes"  FLOORMESHMAXSIZE  1250 WALLMESHMAXSIZE  1250 

$ MASS SOURCE
  MASSSOURCE  "MsSrc1"    INCLUDEELEMENTS "No"    INCLUDEADDEDMASS "Yes"    INCLUDELOADS "Yes"    INCLUDEMOVE "No"    INCLUDELATERALMASS "Yes"    INCLUDEVERTICALMASS "No"    LUMPATSTORIES "Yes"    ISDEFAULT "Yes"  
  MASSSOURCELOAD  "MsSrc1"  "Dead"  1 
  MASSSOURCELOAD  "MsSrc1"  "Live_partition"  1 
  MASSSOURCELOAD  "MsSrc1"  "Live"  0.2 
  MASSSOURCELOAD  "MsSrc1"  "Live_roof"  0.2 
  MASSSOURCELOAD  "MsSrc1"  "Mass_modify"  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  12 MINMODES  1 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 "Live_roof"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Live_roof"  LOADPAT  "Live_roof"  SF  1 
  LOADCASE "Live_partition"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Live_partition"  LOADPAT  "Live_partition"  SF  1 
  LOADCASE "Snow"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Snow"  LOADPAT  "Snow"  SF  1 
  LOADCASE "Mass_modify"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Mass_modify"  LOADPAT  "Mass_modify"  SF  1 
  LOADCASE "Ex"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Ex"  LOADPAT  "Ex"  SF  1 
  LOADCASE "Ex_all"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Ex_all"  LOADPAT  "Ex_all"  SF  1 
  LOADCASE "Ey"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Ey"  LOADPAT  "Ey"  SF  1 
  LOADCASE "Ey_all"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Ey_all"  LOADPAT  "Ey_all"  SF  1 
  LOADCASE "Ev"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Ev"  LOADPAT  "Ev"  SF  1 
  LOADCASE "Ex+0.3Ey"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Ex+0.3Ey"  LOADPAT  "Ex_all"  SF  1 
  LOADCASE "Ex+0.3Ey"  LOADPAT  "Ey"  SF  0.3 
  LOADCASE "Ex-0.3Ey"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Ex-0.3Ey"  LOADPAT  "Ex_all"  SF  1 
  LOADCASE "Ex-0.3Ey"  LOADPAT  "Ey"  SF  -0.3 
  LOADCASE "Ey+0.3Ex"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Ey+0.3Ex"  LOADPAT  "Ey_all"  SF  1 
  LOADCASE "Ey+0.3Ex"  LOADPAT  "Ex"  SF  0.3 
  LOADCASE "Ey-0.3Ex"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Ey-0.3Ex"  LOADPAT  "Ey_all"  SF  1 
  LOADCASE "Ey-0.3Ex"  LOADPAT  "Ex"  SF  -0.3 

$ 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 "UDStlS2"  TYPE "Linear Add"  NOTES "Dead + Live  [Strength]"  
  COMBO "UDStlS2"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS2"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS2"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS2"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS2"  LOADCASE "Live_partition"  SF 1.6 
  COMBO "UDStlS2"  LOADCASE "Snow"  SF 0.5 
  COMBO "UDStlS3"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS3"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS3"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS3"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS3"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS3"  LOADCASE "Live_roof"  SF 0.5 
  COMBO "UDStlS3"  LOADCASE "Live_partition"  SF 1.6 
  COMBO "UDStlS4"  TYPE "Linear Add"  NOTES "Dead + Live + Snow  [Strength]"  
  COMBO "UDStlS4"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS4"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS4"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS4"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS4"  LOADCASE "Live_partition"  SF 1 
  COMBO "UDStlS4"  LOADCASE "Snow"  SF 1.6 
  COMBO "UDStlS5"  TYPE "Linear Add"  NOTES "Dead + Live + Roof 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 
  COMBO "UDStlS5"  LOADCASE "Live_roof"  SF 1.6 
  COMBO "UDStlS5"  LOADCASE "Live_partition"  SF 1 
  COMBO "UDStlS6"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS6"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS6"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS6"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS6"  LOADCASE "Live"  SF 0.5 
  COMBO "UDStlS6"  LOADCASE "Live_partition"  SF 1 
  COMBO "UDStlS6"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS6"  LOADCASE "Ex"  SF 1 
  COMBO "UDStlS7"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS7"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS7"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS7"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS7"  LOADCASE "Live"  SF 0.5 
  COMBO "UDStlS7"  LOADCASE "Live_partition"  SF 1 
  COMBO "UDStlS7"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS7"  LOADCASE "Ex"  SF -1 
  COMBO "UDStlS8"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS8"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS8"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS8"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS8"  LOADCASE "Live"  SF 0.5 
  COMBO "UDStlS8"  LOADCASE "Live_partition"  SF 1 
  COMBO "UDStlS8"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS8"  LOADCASE "Ex_all"  SF 1 
  COMBO "UDStlS9"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS9"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS9"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS9"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS9"  LOADCASE "Live"  SF 0.5 
  COMBO "UDStlS9"  LOADCASE "Live_partition"  SF 1 
  COMBO "UDStlS9"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS9"  LOADCASE "Ex_all"  SF -1 
  COMBO "UDStlS10"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS10"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS10"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS10"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS10"  LOADCASE "Live"  SF 0.5 
  COMBO "UDStlS10"  LOADCASE "Live_partition"  SF 1 
  COMBO "UDStlS10"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS10"  LOADCASE "Ey"  SF 1 
  COMBO "UDStlS11"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS11"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS11"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS11"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS11"  LOADCASE "Live"  SF 0.5 
  COMBO "UDStlS11"  LOADCASE "Live_partition"  SF 1 
  COMBO "UDStlS11"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS11"  LOADCASE "Ey"  SF -1 
  COMBO "UDStlS12"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS12"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS12"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS12"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS12"  LOADCASE "Live"  SF 0.5 
  COMBO "UDStlS12"  LOADCASE "Live_partition"  SF 1 
  COMBO "UDStlS12"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS12"  LOADCASE "Ey_all"  SF 1 
  COMBO "UDStlS13"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS13"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS13"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS13"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS13"  LOADCASE "Live"  SF 0.5 
  COMBO "UDStlS13"  LOADCASE "Live_partition"  SF 1 
  COMBO "UDStlS13"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS13"  LOADCASE "Ey_all"  SF -1 
  COMBO "UDStlS14"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS14"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS14"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS14"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS14"  LOADCASE "Live"  SF 0.5 
  COMBO "UDStlS14"  LOADCASE "Live_partition"  SF 1 
  COMBO "UDStlS14"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS14"  LOADCASE "Ex+0.3Ey"  SF 1 
  COMBO "UDStlS15"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS15"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS15"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS15"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS15"  LOADCASE "Live"  SF 0.5 
  COMBO "UDStlS15"  LOADCASE "Live_partition"  SF 1 
  COMBO "UDStlS15"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS15"  LOADCASE "Ex+0.3Ey"  SF -1 
  COMBO "UDStlS16"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS16"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS16"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS16"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS16"  LOADCASE "Live"  SF 0.5 
  COMBO "UDStlS16"  LOADCASE "Live_partition"  SF 1 
  COMBO "UDStlS16"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS16"  LOADCASE "Ex-0.3Ey"  SF 1 
  COMBO "UDStlS17"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS17"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS17"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS17"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS17"  LOADCASE "Live"  SF 0.5 
  COMBO "UDStlS17"  LOADCASE "Live_partition"  SF 1 
  COMBO "UDStlS17"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS17"  LOADCASE "Ex-0.3Ey"  SF -1 
  COMBO "UDStlS18"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS18"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS18"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS18"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS18"  LOADCASE "Live"  SF 0.5 
  COMBO "UDStlS18"  LOADCASE "Live_partition"  SF 1 
  COMBO "UDStlS18"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS18"  LOADCASE "Ey+0.3Ex"  SF 1 
  COMBO "UDStlS19"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS19"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS19"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS19"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS19"  LOADCASE "Live"  SF 0.5 
  COMBO "UDStlS19"  LOADCASE "Live_partition"  SF 1 
  COMBO "UDStlS19"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS19"  LOADCASE "Ey+0.3Ex"  SF -1 
  COMBO "UDStlS20"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS20"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS20"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS20"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS20"  LOADCASE "Live"  SF 0.5 
  COMBO "UDStlS20"  LOADCASE "Live_partition"  SF 1 
  COMBO "UDStlS20"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS20"  LOADCASE "Ey-0.3Ex"  SF 1 
  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 1.41 
  COMBO "UDStlS21"  LOADCASE "Live"  SF 0.5 
  COMBO "UDStlS21"  LOADCASE "Live_partition"  SF 1 
  COMBO "UDStlS21"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS21"  LOADCASE "Ey-0.3Ex"  SF -1 
  COMBO "UDStlS22"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS22"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS22"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS22"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS22"  LOADCASE "Ex"  SF 1 
  COMBO "UDStlS23"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS23"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS23"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS23"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS23"  LOADCASE "Ex"  SF -1 
  COMBO "UDStlS24"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS24"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS24"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS24"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS24"  LOADCASE "Ex_all"  SF 1 
  COMBO "UDStlS25"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS25"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS25"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS25"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS25"  LOADCASE "Ex_all"  SF -1 
  COMBO "UDStlS26"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS26"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS26"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS26"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS26"  LOADCASE "Ey"  SF 1 
  COMBO "UDStlS27"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS27"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS27"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS27"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS27"  LOADCASE "Ey"  SF -1 
  COMBO "UDStlS28"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS28"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS28"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS28"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS28"  LOADCASE "Ey_all"  SF 1 
  COMBO "UDStlS29"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS29"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS29"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS29"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS29"  LOADCASE "Ey_all"  SF -1 
  COMBO "UDStlS30"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS30"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS30"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS30"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS30"  LOADCASE "Ex+0.3Ey"  SF -1 
  COMBO "UDStlS31"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS31"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS31"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS31"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS31"  LOADCASE "Ex+0.3Ey"  SF -1 
  COMBO "UDStlS32"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS32"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS32"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS32"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS32"  LOADCASE "Ex-0.3Ey"  SF 1 
  COMBO "UDStlS33"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS33"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS33"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS33"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS33"  LOADCASE "Ex-0.3Ey"  SF -1 
  COMBO "UDStlS34"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS34"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS34"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS34"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS34"  LOADCASE "Ey+0.3Ex"  SF 1 
  COMBO "UDStlS35"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS35"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS35"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS35"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS35"  LOADCASE "Ey+0.3Ex"  SF -1 
  COMBO "UDStlS36"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS36"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS36"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS36"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS36"  LOADCASE "Ey-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 0.69 
  COMBO "UDStlS37"  LOADCASE "Ey-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 
  COMBO "UDStlD2"  LOADCASE "Live_partition"  SF 1 

$ STEEL DESIGN PREFERENCES
  STEELPREFERENCE  CODE "AISC 360-16"  THDESIGN "EVERYSTEP-ALL"  FRAMETYPE "IMF"  
  STEELPREFERENCE  SDC "D"  IMPORTANCEFACTOR 1 SYSTEMRHO 1 SYSTEMSDS 1.05 
  STEELPREFERENCE  SYSTEMR 3.5 OMEGA0 2 SYSTEMCD 3.5 
  STEELPREFERENCE  PROVISION "LRFD"  ANALYSISMETHOD "DIRECT ANALYSIS"  SECONDORDERMETHOD "GENERAL 2ND ORDER"  STIFFNESSREDUCTIONMETHOD "TAU-B VARIABLE"  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"  
  STEELPREFERENCE  DLDEFLECTIONLIMIT 120 SLDEFLECTIONLIMIT 120 LLDEFLECTIONLIMIT 360 TLDEFLECTIONLIMIT 240 TLMCDEFLECTIONLIMIT 240 
  STEELPREFERENCE  PATTERNLLF 0.75 MAXITERATION 1 SRLIMIT 1.05 

$ STEEL DESIGN OVERWRITES
  STEELDATA  "C3"  "Story2"  SECTION "H-W300X10-F300X25"

$ CONCRETE DESIGN PREFERENCES
  CONCRETEPREFERENCE  CODE "ACI 318-14" THDESIGN "EVERYSTEP-ALL"    CONSIDERMINECCENTRICITY "YES"    DESIGNFORBCCR "YES"  
  CONCRETEPREFERENCE  NUMINTERCURVES 24  NUMINTERPOINTS 11  PATTERNLLF 0.75  UFLIMIT 1
  CONCRETEPREFERENCE  SDC "D"    OMEGA0 2  RHO 1  SDS 0.5  CONSIDERICC_ESR2017 "NO"  
  CONCRETEPREFERENCE  PHITENSIONCTRL 0.9  PHICOMPRESSIONCTRLTIED 0.65  PHICOMPRESSIONCTRLSPIRAL 0.75
  CONCRETEPREFERENCE  PHISHEARTORSION 0.75  PHISHEARSEISMIC 0.6  PHISHEARJOINT 0.85

$ COMPOSITE DESIGN PREFERENCES
  COMPOSITEPREFERENCE  CODE "AISC 360-10"  
  COMPOSITEPREFERENCE  SHORED "NO"   WITHAXIALFORCE  "NO"    %MIDDLERANGE 70  PATTERNLLF 0.75  SRLIMIT 1
  COMPOSITEPREFERENCE  MIN%COMPOSITE 25  MAX%COMPOSITE 100  SINGLESEGMENT "NO"  
  COMPOSITEPREFERENCE  MINLONGSPACING 114.3  MAXLONGSPACING 914.4  MINTRANSSPACING 76.2  MAXSTUDSPERROW 3  STUDPOSITION "MIDDLE"
  COMPOSITEPREFERENCE  DLLIMIT 0  SLLIMIT 240  LLLIMIT 360  TLLIMIT 240
  COMPOSITEPREFERENCE  CALCULATECAMBER "YES"    %DLCAMBER 80  MINDEPTHFORCAMBER 342.9  MINWEBTHICKFORCAMBER 6.35  MINSPANFORCAMBER 7315.2
  COMPOSITEPREFERENCE  CAMBERIGNORE 19.05  CAMBERELMIN 900  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  NUMBERFREQUENCIES 16
  COMPOSITEPREFERENCE  EQUIPMENTORUSECATEGORY "COMPUTERSYSTEM"  VIBVELOCITYLIMIT 8000  WALKINGSPEED "VERYSLOW"
  COMPOSITEPREFERENCE  SENSITIVIBFSTEP 1.25  SENSVIBFL 6  SENSVIBFU 8  SENSVIBGAMMA  0.1
  COMPOSITEPREFERENCE  OPTIMIZEPRICE "YES"    STEELPRICE 1  CONNECTORPRICE 2  CAMBERPRICE 0.1

$ WALL DESIGN PREFERENCES
  WALLPREFERENCE  CODE "ACI 318-14"  THDESIGN "EVERYSTEP-ALL"  
  WALLPREFERENCE  REBARMATERIAL "A615Gr60"  REBARSHEARMATERIAL "A615Gr60"
  WALLPREFERENCE  RHO 1  SDS 0.5  I 1  CD 5.5  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 0.06  PCMAX 0.04  IPMAX 0.04  IPMIN 0.0025
  WALLPREFERENCE  UFLIMIT 0.95

$ 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

$ PROJECT INFORMATION
  PROJECTINFO    COMPANYNAME "Noshirvani"    MODELNAME "javad bozorgi (project 7th)"  

$ LOG
  STARTCOMMENTS  

ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/2/2022 5:17:11 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/2/2022 5:29:41 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/2/2022 10:40:44 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/3/2022 12:18:45 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/3/2022 12:19:37 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/3/2022 12:40:41 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/3/2022 12:47:27 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/3/2022 12:51:13 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/3/2022 12:56:08 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/3/2022 1:03:48 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/3/2022 4:03:06 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/3/2022 4:31:25 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/3/2022 4:52:16 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/3/2022 5:03:37 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/3/2022 5:10:36 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/3/2022 5:22:44 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/3/2022 5:22:46 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/4/2022 1:23:25 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/4/2022 1:23:34 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\áÑÒå ÔäÇÓí æ ãåäÏÓí ÒáÒáå\tamrin\tamrin7\javad bozorgi (project 7th).EDB at 2/4/2022 1:24:17 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 1:38:37 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 1:38:42 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 1:39:00 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 1:41:16 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 1:41:19 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 1:41:33 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 1:42:05 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 1:42:07 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 1:42:24 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 2:52:14 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 2:52:16 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 2:52:31 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 2:54:49 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 2:54:52 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 2:55:13 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 2:57:50 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 2:57:54 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 2:58:18 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:05:34 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:07:07 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:07:10 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:07:27 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:10:31 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:10:34 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:10:57 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:13:50 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:13:54 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:14:19 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:20:29 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:20:32 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:20:48 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:22:14 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:22:16 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:22:35 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:24:46 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:24:48 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:25:04 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:36:24 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:36:26 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:36:40 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:37:27 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:37:30 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 3:37:59 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/4/2022 4:19:00 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 1:39:11 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 1:39:18 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 1:39:42 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 1:46:36 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 1:46:39 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 1:46:54 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 1:48:34 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 1:48:37 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 1:48:51 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 1:49:36 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 1:49:38 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 1:49:55 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 1:50:42 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 1:50:45 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 1:51:02 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 2:32:46 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 5:33:11 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:35:06 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:35:12 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:35:28 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:37:48 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:37:50 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:38:03 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:39:26 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:39:28 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:39:42 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:41:25 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:41:27 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:41:40 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:42:36 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:42:38 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:42:52 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:43:22 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:43:24 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:43:38 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:51:27 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/8/2022 11:51:32 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 2:14:35 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 2:14:40 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 2:14:52 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 2:25:02 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 2:25:04 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 2:25:17 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 2:45:24 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 2:45:26 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 2:45:41 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 2:47:30 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 2:47:33 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 2:47:50 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 2:49:53 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:12:26 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:12:34 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:13:04 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:14:25 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:14:28 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:14:54 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:20:10 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:20:13 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:20:41 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:21:13 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:21:16 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:21:39 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:22:07 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:22:11 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:22:34 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:26:26 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:26:30 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:26:33 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:26:51 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:27:48 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:27:51 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:28:08 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:48:19 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:48:22 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:48:40 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:50:29 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 10:50:56 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/9/2022 11:31:01 PM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 2:24:13 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 2:24:20 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 2:24:41 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 2:29:09 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 2:29:13 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 2:31:07 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 2:31:14 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 2:31:17 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 2:31:30 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 2:51:26 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 2:51:29 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 2:51:45 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 2:52:55 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 2:52:57 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 2:53:12 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 2:55:10 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 2:55:13 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 2:55:28 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 3:33:58 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 3:34:00 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 3:34:15 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 3:49:08 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:09:06 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:10:50 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:10:53 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:11:09 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:12:05 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:12:08 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:12:26 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:36:16 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:36:18 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:36:20 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:36:38 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:37:11 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:37:14 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:37:32 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:44:27 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:44:28 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:44:31 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:44:46 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:47:08 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:47:11 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 4:47:29 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 5:00:53 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 5:00:59 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 5:01:03 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 5:01:19 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 5:27:29 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 5:27:31 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 5:27:47 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 5:39:26 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 5:39:43 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 5:39:46 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 5:40:04 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 5:41:46 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 5:42:29 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 5:43:23 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 5:43:26 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 5:43:43 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 7:06:10 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 7:06:12 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 7:06:15 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 7:06:32 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\javad bozorgi (project 7th).EDB at 2/11/2022 7:10:43 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\Controls file\Self weight\javad bozorgi-self weight (project 7th).EDB at 2/11/2022 7:19:07 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\Controls file\Self weight\javad bozorgi-self weight (project 7th).EDB at 2/11/2022 7:21:33 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\Controls file\Self weight\javad bozorgi-self weight (project 7th).EDB at 2/11/2022 7:21:37 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\Controls file\Self weight\javad bozorgi-self weight (project 7th).EDB at 2/11/2022 7:21:59 AM
ETABS Ultimate  18.1.1 File saved as D:\Uni Noshirvani\M.sc Earthquake Engineering\etabs\Controls file\Self weight\javad bozorgi-self weight (project 7th).EDB at 2/11/2022 7:23:53 AM
  ENDCOMMENTS  

  END
$ END OF MODEL FILE
