$ File E:\poroje nahaie\FOOLAD_PROJECT\Foolad-Project.$et saved 10/07/2015 12:53:13 È.Ù
 
$ PROGRAM INFORMATION
  PROGRAM  "ETABS 2015"  VERSION "15.1.0"  

$ CONTROLS
  UNITS  "N"  "MM"  "C"  
  TITLE2  "project-02"  
  PREFERENCE  MERGETOL 1
  RLLF  METHOD "ASCE7-10"  USEDEFAULTMIN "YES"  COLUMNALLFORCES "YES"  

$ STORIES - IN SEQUENCE FROM TOP
  STORY "PENT"  HEIGHT 2500 
  STORY "Roof"  HEIGHT 3000 
  STORY "Story5"  HEIGHT 3000 MASTERSTORY "Yes"  
  STORY "Story4"  HEIGHT 3000 SIMILARTO "Story5"  
  STORY "Story3"  HEIGHT 3000 SIMILARTO "Story5"  
  STORY "Story2"  HEIGHT 3000 SIMILARTO "Story5"  
  STORY "Story1"  HEIGHT 2700 
  STORY "Base"  ELEV -300 

$ GRIDS
  GRIDSYSTEM "G1"  TYPE "CARTESIAN"  BUBBLESIZE 1000 
  GRID "G1"  LABEL "A"  DIR "X"  COORD 0 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "B"  DIR "X"  COORD 4750 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "C"  DIR "X"  COORD 9700 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "7"  DIR "Y"  COORD 0 VISIBLE "Yes"  BUBBLELOC "Start"  
  GRID "G1"  LABEL "6"  DIR "Y"  COORD 800 VISIBLE "Yes"  BUBBLELOC "Start"  
  GRID "G1"  LABEL "5"  DIR "Y"  COORD 5600 VISIBLE "Yes"  BUBBLELOC "Start"  
  GRID "G1"  LABEL "4"  DIR "Y"  COORD 10500 VISIBLE "Yes"  BUBBLELOC "Start"  
  GRID "G1"  LABEL "3"  DIR "Y"  COORD 13100 VISIBLE "Yes"  BUBBLELOC "Start"  
  GRID "G1"  LABEL "2"  DIR "Y"  COORD 20680 VISIBLE "Yes"  BUBBLELOC "Start"  
  GRID "G1"  LABEL "1"  DIR "Y"  COORD 21480 VISIBLE "Yes"  BUBBLELOC "Start"  

$ DIAPHRAGM NAMES
  DIAPHRAGM "D1"    TYPE RIGID

$ MATERIAL PROPERTIES
  MATERIAL  "ST37roller"    TYPE "Steel"    WEIGHTPERVOLUME 7.698221E-05
  MATERIAL  "ST37roller"    SYMTYPE "Isotropic"  E 196133  U 0.3  A 1.16999999590917E-05
  MATERIAL  "ST37roller"  FY 235.3596  FU 362.8461 FYE 282.4315  FUE 435.4153
  MATERIAL  "ST37roller"  HYSTYPE "Kinematic"  SSTYPE "Simple"  STRAINATHARDENING 0.015 STRAINATMAXSTRESS 0.11 STRAINATRUPTURE 0.17 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.005 LSCOMPRESSION 0.01 CPCOMPRESSION 0.02 
  MATERIAL  "C25"    TYPE "Concrete"    WEIGHTPERVOLUME 2.451662E-05
  MATERIAL  "C25"    SYMTYPE "Isotropic"  E 25987.62  U 0.15  A 9.89999989542412E-06
  MATERIAL  "C25"    FC 24.5166254990163
  MATERIAL  "C25"  HYSTYPE "Takeda"  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  "C25"  TIMEDEPCONCCODE "CEBFIP90"  
  MATERIAL  "A615Gr60"    TYPE "Rebar"    WEIGHTPERVOLUME 7.697286E-05
  MATERIAL  "A615Gr60"    SYMTYPE "Uniaxial"  E 199948  A 1.16999999590917E-05
  MATERIAL  "A615Gr60"  FY 413.6855  FU 620.5282
  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  "ST37plate"    TYPE "Steel"    WEIGHTPERVOLUME 7.698221E-05
  MATERIAL  "ST37plate"    SYMTYPE "Isotropic"  E 196133  U 0.3  A 1.16999999590917E-05
  MATERIAL  "ST37plate"  FY 235.3596  FU 362.8461 FYE 270.6635  FUE 417.273
  MATERIAL  "ST37plate"  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  "C0"    TYPE "Concrete"    WEIGHTPERVOLUME 0
  MATERIAL  "C0"    SYMTYPE "Isotropic"  E 25987.62  U 0.15  A 9.89999989542412E-06
  MATERIAL  "C0"    FC 24.5166254990163
  MATERIAL  "C0"  HYSTYPE "Takeda"  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  "C0"  TIMEDEPCONCCODE "CEBFIP90"  

$ 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  "IPE140"  MATERIAL "ST37roller"  SHAPE "IPE140"  FILE "Euro"  
  FRAMESECTION  "IPE160"  MATERIAL "ST37roller"  SHAPE "IPE160"  
  FRAMESECTION  "IPE180"  MATERIAL "ST37roller"  SHAPE "IPE180"  
  FRAMESECTION  "IPE200"  MATERIAL "ST37roller"  SHAPE "IPE200"  
  FRAMESECTION  "IPE220"  MATERIAL "ST37roller"  SHAPE "IPE220"  
  FRAMESECTION  "IPE240"  MATERIAL "ST37roller"  SHAPE "IPE240"  
  FRAMESECTION  "IPE270"  MATERIAL "ST37roller"  SHAPE "IPE270"  
  FRAMESECTION  "UPN80"  MATERIAL "ST37roller"  SHAPE "UPN80"  
  FRAMESECTION  "UPN100"  MATERIAL "ST37roller"  SHAPE "UPN100"  
  FRAMESECTION  "UPN120"  MATERIAL "ST37roller"  SHAPE "UPN120"  
  FRAMESECTION  "UPN140"  MATERIAL "ST37roller"  SHAPE "UPN140"  
  FRAMESECTION  "UPN160"  MATERIAL "ST37roller"  SHAPE "UPN160"  
  FRAMESECTION  "UPN180"  MATERIAL "ST37roller"  SHAPE "UPN180"  
  FRAMESECTION  "UPN200"  MATERIAL "ST37roller"  SHAPE "UPN200"  
  FRAMESECTION  "UPN220"  MATERIAL "ST37roller"  SHAPE "UPN220"  
  FRAMESECTION  "UPN240"  MATERIAL "ST37roller"  SHAPE "UPN240"  
  FRAMESECTION  "B1"  MATERIAL "ST37plate"  SHAPE "B1"  FILE "1111"  
  FRAMESECTION  "B2"  MATERIAL "ST37plate"  SHAPE "B2"  
  FRAMESECTION  "B3"  MATERIAL "ST37plate"  SHAPE "B3"  
  FRAMESECTION  "B4"  MATERIAL "ST37plate"  SHAPE "B4"  
  FRAMESECTION  "Beams"  SHAPE "Auto Select"  AUTOSELECTDESIGNTYPE "Steel"  
  FRAMESECTION  "2IPE180S"  MATERIAL "ST37roller"  SHAPE "2IPE180S"  FILE "12"  
  FRAMESECTION  "2IPE160"  MATERIAL "ST37roller"  SHAPE "2IPE160"  
  FRAMESECTION  "2IPE160F"  MATERIAL "ST37roller"  SHAPE "2IPE160F"  
  FRAMESECTION  "2IPE160FW"  MATERIAL "ST37roller"  SHAPE "2IPE160FW"  
  FRAMESECTION  "2IPE160FWW"  MATERIAL "ST37roller"  SHAPE "2IPE160FWW"  
  FRAMESECTION  "2IPE160FWWW"  MATERIAL "ST37roller"  SHAPE "2IPE160FWWW"  
  FRAMESECTION  "2IPE180SF"  MATERIAL "ST37roller"  SHAPE "2IPE180SF"  
  FRAMESECTION  "2IPE180SFW"  MATERIAL "ST37roller"  SHAPE "2IPE180SFW"  
  FRAMESECTION  "2IPE180SFWW"  MATERIAL "ST37roller"  SHAPE "2IPE180SFWW"  
  FRAMESECTION  "2IPE180SFWWW"  MATERIAL "ST37roller"  SHAPE "2IPE180SFWWW"  
  FRAMESECTION  "box20*20*0.8"  MATERIAL "ST37plate"  SHAPE "box20*20*0.8"  FILE "1111"  
  FRAMESECTION  "box20*20*1"  MATERIAL "ST37plate"  SHAPE "box20*20*1"  
  FRAMESECTION  "box20*20*1.2"  MATERIAL "ST37plate"  SHAPE "box20*20*1.2"  
  FRAMESECTION  "box20*20*1.5"  MATERIAL "ST37plate"  SHAPE "box20*20*1.5"  
  FRAMESECTION  "box20*20*3"  MATERIAL "ST37plate"  SHAPE "box20*20*3"  
  FRAMESECTION  "box25*25*1"  MATERIAL "ST37plate"  SHAPE "box25*25*1"  
  FRAMESECTION  "box25*25*1.2"  MATERIAL "ST37plate"  SHAPE "box25*25*1.2"  
  FRAMESECTION  "box25*25*1.5"  MATERIAL "ST37plate"  SHAPE "box25*25*1.5"  
  FRAMESECTION  "box25*25*2.5"  MATERIAL "ST37plate"  SHAPE "box25*25*2.5"  
  FRAMESECTION  "box25*25*3"  MATERIAL "ST37plate"  SHAPE "box25*25*3"  
  FRAMESECTION  "box30*30*1.2"  MATERIAL "ST37plate"  SHAPE "box30*30*1.2"  
  FRAMESECTION  "box30*30*1.5"  MATERIAL "ST37plate"  SHAPE "box30*30*1.5"  
  FRAMESECTION  "box30*30*2"  MATERIAL "ST37plate"  SHAPE "box30*30*2"  
  FRAMESECTION  "box30*30*2.5"  MATERIAL "ST37plate"  SHAPE "box30*30*2.5"  
  FRAMESECTION  "box30*30*3"  MATERIAL "ST37plate"  SHAPE "box30*30*3"  
  FRAMESECTION  "box35*35*1.5"  MATERIAL "ST37plate"  SHAPE "box35*35*1.5"  
  FRAMESECTION  "box35*35*2"  MATERIAL "ST37plate"  SHAPE "box35*35*2"  
  FRAMESECTION  "box35*35*2.5"  MATERIAL "ST37plate"  SHAPE "box35*35*2.5"  
  FRAMESECTION  "box35*35*3"  MATERIAL "ST37plate"  SHAPE "box35*35*3"  
  FRAMESECTION  "box40*40*1.5"  MATERIAL "ST37plate"  SHAPE "box40*40*1.5"  
  FRAMESECTION  "box40*40*2"  MATERIAL "ST37plate"  SHAPE "box40*40*2"  
  FRAMESECTION  "box40*40*2.5"  MATERIAL "ST37plate"  SHAPE "box40*40*2.5"  
  FRAMESECTION  "box40*40*3"  MATERIAL "ST37plate"  SHAPE "box40*40*3"  
  FRAMESECTION  "box45*45*3"  MATERIAL "ST37plate"  SHAPE "box45*45*3"  
  FRAMESECTION  "box50*50*3"  MATERIAL "ST37plate"  SHAPE "box50*50*3"  
  FRAMESECTION  "Column"  SHAPE "Auto Select"  AUTOSELECTDESIGNTYPE "Steel"  
  FRAMESECTION  "2UNP80"  MATERIAL "ST37roller"  SHAPE "2UNP80"  FILE "45"  
  FRAMESECTION  "2UNP100"  MATERIAL "ST37roller"  SHAPE "2UNP100"  
  FRAMESECTION  "2UNP140"  MATERIAL "ST37roller"  SHAPE "2UNP140"  
  FRAMESECTION  "2UNP160"  MATERIAL "ST37roller"  SHAPE "2UNP160"  
  FRAMESECTION  "2UNP180"  MATERIAL "ST37roller"  SHAPE "2UNP180"  
  FRAMESECTION  "2UNP200"  MATERIAL "ST37roller"  SHAPE "2UNP200"  
  FRAMESECTION  "2UNP220"  MATERIAL "ST37roller"  SHAPE "2UNP220"  
  FRAMESECTION  "Brace"  SHAPE "Auto Select"  AUTOSELECTDESIGNTYPE "Steel"  
  FRAMESECTION  "Composite"  SHAPE "Auto Select"  AUTOSELECTDESIGNTYPE "Steel"  
  FRAMESECTION  "B5"  MATERIAL "ST37plate"  SHAPE "Steel I/Wide Flange"  D 374 B 250 TF 12 TW 10 
  FRAMESECTION  "B6"  MATERIAL "ST37plate"  SHAPE "Steel I/Wide Flange"  D 430 B 270 TF 15 TW 12 
  FRAMESECTION  "box50*50*5.405"  MATERIAL "ST37plate"  SHAPE "Steel Tube"  D 554.05 B 554.05 TF 54.05 TW 54.05 
  FRAMESECTION  "IPE160FP-1"  MATERIAL "ST37roller"  SHAPE "IPE160FP"  FILE "maghate"  
  FRAMESECTION  "IPE180FP-1"  MATERIAL "ST37roller"  SHAPE "IPE180FP"  
  FRAMESECTION  "IPE200FP"  MATERIAL "ST37roller"  SHAPE "IPE200FP"  
  FRAMESECTION  "IPE240FP-1"  MATERIAL "ST37roller"  SHAPE "IPE240FP"  

$ AUTO SELECT SECTION LISTS
  AUTOSECTION "Beams"  "B1"  "B2"  "B3"  "B4"  "IPE160"  "IPE180"  "IPE200"  "IPE220"  
  AUTOSECTION "Beams"  "IPE240"  "IPE270"  "IPE140"  "B5"  "B6"  "IPE160FP-1"  "IPE180FP-1"  "IPE200FP"  
  AUTOSECTION "Beams"  "IPE240FP-1"  
  AUTOSECTION "Column"  "2IPE160"  "2IPE160F"  "2IPE160FW"  "2IPE160FWW"  "2IPE160FWWW"  "2IPE180S"  "2IPE180SF"  "2IPE180SFW"  
  AUTOSECTION "Column"  "2IPE180SFWW"  "2IPE180SFWWW"  "box20*20*0.8"  "box20*20*1"  "box20*20*1.2"  "box20*20*1.5"  "box20*20*3"  "box25*25*1"  
  AUTOSECTION "Column"  "box25*25*1.2"  "box25*25*1.5"  "box25*25*2.5"  "box25*25*3"  "box30*30*1.2"  "box30*30*1.5"  "box30*30*2"  "box30*30*2.5"  
  AUTOSECTION "Column"  "box30*30*3"  "box35*35*1.5"  "box35*35*2"  "box35*35*2.5"  "box35*35*3"  "box40*40*1.5"  "box40*40*2"  "box40*40*2.5"  
  AUTOSECTION "Column"  "box40*40*3"  "box45*45*3"  "box50*50*3"  "box50*50*5.405"  
  AUTOSECTION "Brace"  "2UNP80"  "2UNP100"  "2UNP140"  "2UNP160"  "2UNP180"  "2UNP200"  "2UNP220"  
  AUTOSECTION "Composite"  "B1"  "B2"  "B3"  "B4"  "IPE140"  "IPE160"  "IPE180"  "IPE200"  
  AUTOSECTION "Composite"  "IPE220"  "IPE240"  "IPE270"  "B5"  "B6"  

$ SLAB PROPERTIES
  SHELLPROP  "Slab1"  PROPTYPE  "Slab"  MATERIAL "C25"  MODELINGTYPE "ShellThin"  SLABTYPE "Slab"  SLABTHICKNESS 200 NOTIONALUSERVALUE 100 
  SHELLPROP  "Plank1"  PROPTYPE  "Slab"  MATERIAL "C25"  MODELINGTYPE "Membrane"  ONEWAYLOADDIST "Yes"  SLABTYPE "Slab"  SLABTHICKNESS 200 NOTIONALUSERVALUE 100 

$ DECK PROPERTIES
  SHELLPROP  "Composite"  PROPTYPE  "Deck"  DECKTYPE "Solid Slab"  CONCMATERIAL "C25"  DECKSLABDEPTH 100 SHEARSTUDDIAM 19 SHEARSTUDHEIGHT 150 SHEARSTUDFU 4000 
  SHELLPROP  "Deck0"  PROPTYPE  "Deck"  DECKTYPE "Solid Slab"  CONCMATERIAL "C0"  DECKSLABDEPTH 87.5 SHEARSTUDDIAM 19 SHEARSTUDHEIGHT 150 SHEARSTUDFU 4000 

$ WALL PROPERTIES
  SHELLPROP  "Wall1"  PROPTYPE  "Wall"  MATERIAL "C25"  MODELINGTYPE "ShellThin"  WALLTHICKNESS 250 NOTIONALUSERVALUE 100 

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

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

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

$ LOAD PATTERNS
  LOADPATTERN "Dead"  TYPE  "Dead"  SELFWEIGHT  1
  LOADPATTERN "LiveRR"  TYPE  "Reducible Live"  SELFWEIGHT  0
  LOADPATTERN "LivenR"  TYPE  "Live"  SELFWEIGHT  0
  LOADPATTERN "Lr"  TYPE  "Roof Live"  SELFWEIGHT  0
  LOADPATTERN "Leq"  TYPE  "Live"  SELFWEIGHT  0
  LOADPATTERN "MASS"  TYPE  "Other"  SELFWEIGHT  0
  LOADPATTERN "EX"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "EY"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "NDeadX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Dead"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NDeadY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Dead"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  LOADPATTERN "NLiveRRX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "LiveRR"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NLiveRRY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "LiveRR"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  LOADPATTERN "NLivenRX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "LivenR"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NLivenRY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "LivenR"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  LOADPATTERN "NLrX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Lr"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NLrY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Lr"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  LOADPATTERN "NLeqX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Leq"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NLeqY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Leq"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  LOADPATTERN "SD"  TYPE  "Super Dead"  SELFWEIGHT  0
  LOADPATTERN "NSDX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "SD"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NSDY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "SD"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  LOADPATTERN "EZ1"  TYPE  "Other"  SELFWEIGHT  0
  LOADPATTERN "EZ2"  TYPE  "Other"  SELFWEIGHT  0.21
  SEISMIC "EX"  "User Coefficient"    DIR "X"    TOPSTORY "Roof"    BOTTOMSTORY "Base"    SHEARCOEFF 0.28875  HEIGHTEXPONENT 1
  SEISMIC "EY"  "User Coefficient"    DIR "Y"    TOPSTORY "Roof"    BOTTOMSTORY "Base"    SHEARCOEFF 0.275  HEIGHTEXPONENT 1

$ ANALYSIS OPTIONS
  ACTIVEDOF "UX UY UZ RX RY RZ"  
  MODELHINGESINLINKS "No"  
  PDELTA  METHOD "ITERATIVE"  TOL 0.0001
  PDELTA  LOAD "Dead"  FACTOR 1.2
  PDELTA  LOAD "LiveRR"  FACTOR 0.5
  PDELTA  LOAD "LivenR"  FACTOR 1
  PDELTA  LOAD "Lr"  FACTOR 0.2
  PDELTA  LOAD "Leq"  FACTOR 1
  PDELTA  LOAD "SD"  FACTOR 1.2
  AUTORECTMESH  LOCALIZEDFLOORMESHING  "Yes"  FLOORMESHMERGEJOINTS  "Yes"  FLOORMESHMAXSIZE  1250 WALLMESHMAXSIZE  1250 

$ MASS SOURCE
  MASSSOURCE  "MsSrc1"    INCLUDEELEMENTS "No"    INCLUDEADDEDMASS "No"    INCLUDELOADS "Yes"    INCLUDEMOVE "No"    INCLUDELATERALMASS "Yes"    INCLUDEVERTICALMASS "No"    LUMPATSTORIES "Yes"    ISDEFAULT "Yes"  
  MASSSOURCELOAD  "MsSrc1"  "Dead"  1 
  MASSSOURCELOAD  "MsSrc1"  "LiveRR"  0.2 
  MASSSOURCELOAD  "MsSrc1"  "LivenR"  0.2 
  MASSSOURCELOAD  "MsSrc1"  "Lr"  0.2 
  MASSSOURCELOAD  "MsSrc1"  "Leq"  1 
  MASSSOURCELOAD  "MsSrc1"  "MASS"  1 

$ FUNCTIONS
  FUNCTION "RampTH"  FUNCTYPE "HISTORY"  HISTTYPE "USER"  
  FUNCTION "RampTH"  TIMEVAL "0  0  1  1  4  1"  
  FUNCTION "UnifTH"  FUNCTYPE "HISTORY"  HISTTYPE "USER"  
  FUNCTION "UnifTH"  TIMEVAL "0  1  1  1"  
  FUNCTION "Func1"  FUNCTYPE "SPECTRUM"  DAMPRATIO 0.05  SPECTYPE "USER"  
  FUNCTION "Func1"  TIMEVAL "0.05  1.65  0.1  2.2  0.15  2.75  0.2  2.75  0.25  2.75  0.3  2.75  0.35  2.75  0.4  2.75"  
  FUNCTION "Func1"  TIMEVAL "0.45  2.75  0.5  2.75  0.55  2.75  0.6  2.75  0.65  2.75  0.7  2.75  0.75  2.5939  0.8  2.4573"  
  FUNCTION "Func1"  TIMEVAL "0.85  2.3368  0.9  2.2296  0.95  2.1338  1  2.0475  1.05  1.9694  1.1  1.8985  1.15  1.8337  1.2  1.7743"  
  FUNCTION "Func1"  TIMEVAL "1.25  1.7197  1.3  1.6692  1.35  1.6225  1.4  1.5792  1.45  1.5388  1.5  1.5011  1.55  1.4659  1.6  1.4328"  
  FUNCTION "Func1"  TIMEVAL "1.65  1.4018  1.7  1.3725  1.75  1.345  1.8  1.319  1.85  1.2944  1.9  1.2711  1.95  1.2489  2  1.2279"  
  FUNCTION "Func1"  TIMEVAL "2.05  1.2079  2.1  1.1889  2.15  1.1707  2.2  1.1534  2.25  1.1369  2.3  1.121  2.35  1.1059  2.4  1.0913"  
  FUNCTION "Func1"  TIMEVAL "2.45  1.0774  2.5  1.064  2.55  1.0511  2.6  1.0388  2.65  1.0269  2.7  1.0154  2.75  1.0044  2.8  0.9937"  
  FUNCTION "Func1"  TIMEVAL "2.85  0.9835  2.9  0.9736  2.95  0.964  3  0.9547  3.05  0.9458  3.1  0.9371  3.15  0.9287  3.2  0.9206"  
  FUNCTION "Func1"  TIMEVAL "3.25  0.9127  3.3  0.9051  3.35  0.8976  3.4  0.8904  3.45  0.8835  3.5  0.8767  3.55  0.8701  3.6  0.8637"  
  FUNCTION "Func1"  TIMEVAL "3.65  0.8574  3.7  0.8514  3.75  0.8454  3.8  0.8397  3.85  0.8341  3.9  0.8286  3.95  0.8233  4  0.8181"  
  FUNCTION "Func1"  TIMEVAL "4.05  0.808  4.1  0.7982  4.15  0.7886  4.2  0.7792  4.25  0.77  4.3  0.761  4.35  0.7523  4.4  0.7438"  
  FUNCTION "Func1"  TIMEVAL "4.45  0.7354  4.5  0.7272  4.55  0.7192  4.6  0.7114  4.65  0.7038  4.7  0.6963  4.75  0.6889  4.8  0.6818"  
  FUNCTION "Func1"  TIMEVAL "4.85  0.6747  4.9  0.6679  4.95  0.6611  5  0.6545"  

$ GENERALIZED DISPLACEMENTS

$ LOAD CASES
  LOADCASE "Modal"  TYPE  "Modal - Eigen"  INITCOND  "PRESET"  
  LOADCASE "Modal"  MAXMODES  18 MINMODES  3 EIGENSHIFTFREQ  0 EIGENCUTOFF  0 EIGENTOL  1E-09 
  LOADCASE "Dead"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Dead"  LOADPAT  "Dead"  SF  1 
  LOADCASE "LiveRR"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "LiveRR"  LOADPAT  "LiveRR"  SF  1 
  LOADCASE "LivenR"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "LivenR"  LOADPAT  "LivenR"  SF  1 
  LOADCASE "Lr"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Lr"  LOADPAT  "Lr"  SF  1 
  LOADCASE "Leq"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Leq"  LOADPAT  "Leq"  SF  1 
  LOADCASE "MASS"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "MASS"  LOADPAT  "MASS"  SF  1 
  LOADCASE "EX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EX"  LOADPAT  "EX"  SF  1 
  LOADCASE "EY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EY"  LOADPAT  "EY"  SF  1 
  LOADCASE "NDeadX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NDeadX"  LOADPAT  "NDeadX"  SF  1 
  LOADCASE "NDeadY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NDeadY"  LOADPAT  "NDeadY"  SF  1 
  LOADCASE "NLiveRRX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLiveRRX"  LOADPAT  "NLiveRRX"  SF  1 
  LOADCASE "NLiveRRY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLiveRRY"  LOADPAT  "NLiveRRY"  SF  1 
  LOADCASE "NLivenRX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLivenRX"  LOADPAT  "NLivenRX"  SF  1 
  LOADCASE "NLivenRY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLivenRY"  LOADPAT  "NLivenRY"  SF  1 
  LOADCASE "NLrX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLrX"  LOADPAT  "NLrX"  SF  1 
  LOADCASE "NLrY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLrY"  LOADPAT  "NLrY"  SF  1 
  LOADCASE "NLeqX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLeqX"  LOADPAT  "NLeqX"  SF  1 
  LOADCASE "NLeqY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLeqY"  LOADPAT  "NLeqY"  SF  1 
  LOADCASE "SD"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "SD"  LOADPAT  "SD"  SF  1 
  LOADCASE "NSDX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NSDX"  LOADPAT  "NSDX"  SF  1 
  LOADCASE "NSDY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NSDY"  LOADPAT  "NSDY"  SF  1 
  LOADCASE "EZ1"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EZ1"  LOADPAT  "EZ1"  SF  1 
  LOADCASE "EZ2"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EZ2"  LOADPAT  "EZ2"  SF  1 
  LOADCASE "SX"  TYPE  "Response Spectrum"  MODALCASE  "Modal"  
  LOADCASE "SX"  ACCEL  "U1"  FUNC  "Func1"  SF  210.0241 
  LOADCASE "SX"  MODALDAMPTYPE  "Constant"  CONSTDAMP  0.05 
  LOADCASE "SPX"  TYPE  "Response Spectrum"  MODALCASE  "Modal"  
  LOADCASE "SPX"  ACCEL  "U1"  FUNC  "Func1"  SF  700.1138 
  LOADCASE "SPX"  MODALDAMPTYPE  "Constant"  CONSTDAMP  0.05 
  LOADCASE "SPX"  ECCENRATIOTYPICAL  0.05 
  LOADCASE "SPX"  ECCENOVERWRITE  1661.3 ECCENSTORY  "Roof"  ECCENDIAPH  "D1"  
  LOADCASE "SPX"  ECCENOVERWRITE  1613.4 ECCENSTORY  "Story5"  ECCENDIAPH  "D1"  
  LOADCASE "SPX"  ECCENOVERWRITE  1551.3 ECCENSTORY  "Story4"  ECCENDIAPH  "D1"  
  LOADCASE "SPX"  ECCENOVERWRITE  1481.8 ECCENSTORY  "Story3"  ECCENDIAPH  "D1"  
  LOADCASE "SPX"  ECCENOVERWRITE  1400.9 ECCENSTORY  "Story2"  ECCENDIAPH  "D1"  
  LOADCASE "SPX"  ECCENOVERWRITE  1304.5 ECCENSTORY  "Story1"  ECCENDIAPH  "D1"  
  LOADCASE "SY"  TYPE  "Response Spectrum"  MODALCASE  "Modal"  
  LOADCASE "SY"  ACCEL  "U2"  FUNC  "Func1"  SF  735.24 
  LOADCASE "SY"  MODALDAMPTYPE  "Constant"  CONSTDAMP  0.05 
  LOADCASE "SPY"  TYPE  "Response Spectrum"  MODALCASE  "Modal"  
  LOADCASE "SPY"  ACCEL  "U2"  FUNC  "Func1"  SF  2451.156 
  LOADCASE "SPY"  MODALDAMPTYPE  "Constant"  CONSTDAMP  0.05 
  LOADCASE "SPY"  ECCENRATIOTYPICAL  0.05 

$ LOAD COMBINATIONS
  COMBO "Comb1"  TYPE "Linear Add"  
  COMBO "Comb1"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb1"  LOADCASE "Dead"  SF 1.4 
  COMBO "Comb1"  LOADCASE "NDeadX"  SF 1.4 
  COMBO "Comb1"  LOADCASE "SD"  SF 1.4 
  COMBO "Comb1"  LOADCASE "NSDX"  SF 1.4 
  COMBO "Comb2"  TYPE "Linear Add"  
  COMBO "Comb2"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb2"  LOADCASE "Dead"  SF 1.4 
  COMBO "Comb2"  LOADCASE "NDeadX"  SF -1.4 
  COMBO "Comb2"  LOADCASE "SD"  SF 1.4 
  COMBO "Comb2"  LOADCASE "NSDX"  SF -1.4 
  COMBO "Comb3"  TYPE "Linear Add"  
  COMBO "Comb3"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb3"  LOADCASE "Dead"  SF 1.4 
  COMBO "Comb3"  LOADCASE "NDeadY"  SF 1.4 
  COMBO "Comb3"  LOADCASE "SD"  SF 1.4 
  COMBO "Comb3"  LOADCASE "NSDY"  SF 1.4 
  COMBO "Comb4"  TYPE "Linear Add"  
  COMBO "Comb4"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb4"  LOADCASE "Dead"  SF 1.4 
  COMBO "Comb4"  LOADCASE "NDeadY"  SF -1.4 
  COMBO "Comb4"  LOADCASE "SD"  SF 1.4 
  COMBO "Comb4"  LOADCASE "NSDY"  SF -1.4 
  COMBO "Comb5"  TYPE "Linear Add"  
  COMBO "Comb5"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb5"  LOADCASE "Dead"  SF 1.2 
  COMBO "Comb5"  LOADCASE "NDeadX"  SF 1.2 
  COMBO "Comb5"  LOADCASE "LiveRR"  SF 1.6 
  COMBO "Comb5"  LOADCASE "LivenR"  SF 1.6 
  COMBO "Comb5"  LOADCASE "Leq"  SF 1.6 
  COMBO "Comb5"  LOADCASE "NLiveRRX"  SF 1.6 
  COMBO "Comb5"  LOADCASE "NLivenRX"  SF 1.6 
  COMBO "Comb5"  LOADCASE "NLeqX"  SF 1.6 
  COMBO "Comb5"  LOADCASE "Lr"  SF 0.5 
  COMBO "Comb5"  LOADCASE "NLrX"  SF 0.5 
  COMBO "Comb5"  LOADCASE "SD"  SF 1.2 
  COMBO "Comb5"  LOADCASE "NSDX"  SF 1.2 
  COMBO "Comb6"  TYPE "Linear Add"  
  COMBO "Comb6"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb6"  LOADCASE "Dead"  SF 1.2 
  COMBO "Comb6"  LOADCASE "NDeadX"  SF -1.2 
  COMBO "Comb6"  LOADCASE "LiveRR"  SF 1.6 
  COMBO "Comb6"  LOADCASE "LivenR"  SF 1.6 
  COMBO "Comb6"  LOADCASE "Leq"  SF 1.6 
  COMBO "Comb6"  LOADCASE "NLiveRRX"  SF -1.6 
  COMBO "Comb6"  LOADCASE "NLivenRX"  SF -1.6 
  COMBO "Comb6"  LOADCASE "NLeqX"  SF -1.6 
  COMBO "Comb6"  LOADCASE "Lr"  SF 0.5 
  COMBO "Comb6"  LOADCASE "NLrX"  SF -0.5 
  COMBO "Comb6"  LOADCASE "SD"  SF 1.2 
  COMBO "Comb6"  LOADCASE "NSDX"  SF -1.2 
  COMBO "Comb7"  TYPE "Linear Add"  
  COMBO "Comb7"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb7"  LOADCASE "Dead"  SF 1.2 
  COMBO "Comb7"  LOADCASE "NDeadY"  SF 1.2 
  COMBO "Comb7"  LOADCASE "LiveRR"  SF 1.6 
  COMBO "Comb7"  LOADCASE "LivenR"  SF 1.6 
  COMBO "Comb7"  LOADCASE "Leq"  SF 1.6 
  COMBO "Comb7"  LOADCASE "NLiveRRY"  SF 1.6 
  COMBO "Comb7"  LOADCASE "NLivenRY"  SF 1.6 
  COMBO "Comb7"  LOADCASE "NLeqY"  SF 1.6 
  COMBO "Comb7"  LOADCASE "Lr"  SF 0.5 
  COMBO "Comb7"  LOADCASE "NLrY"  SF 0.5 
  COMBO "Comb7"  LOADCASE "SD"  SF 1.2 
  COMBO "Comb7"  LOADCASE "NSDY"  SF 1.2 
  COMBO "Comb8"  TYPE "Linear Add"  
  COMBO "Comb8"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb8"  LOADCASE "Dead"  SF 1.2 
  COMBO "Comb8"  LOADCASE "NDeadY"  SF -1.2 
  COMBO "Comb8"  LOADCASE "LiveRR"  SF 1.6 
  COMBO "Comb8"  LOADCASE "LivenR"  SF 1.6 
  COMBO "Comb8"  LOADCASE "Leq"  SF 1.6 
  COMBO "Comb8"  LOADCASE "NLiveRRY"  SF -1.6 
  COMBO "Comb8"  LOADCASE "NLivenRY"  SF -1.6 
  COMBO "Comb8"  LOADCASE "NLeqY"  SF -1.6 
  COMBO "Comb8"  LOADCASE "Lr"  SF 0.5 
  COMBO "Comb8"  LOADCASE "NLrY"  SF -0.5 
  COMBO "Comb8"  LOADCASE "SD"  SF 1.2 
  COMBO "Comb8"  LOADCASE "NSDY"  SF -1.2 
  COMBO "Comb9"  TYPE "Linear Add"  
  COMBO "Comb9"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb9"  LOADCASE "Dead"  SF 1.2 
  COMBO "Comb9"  LOADCASE "NDeadX"  SF 1.2 
  COMBO "Comb9"  LOADCASE "LiveRR"  SF 0.5 
  COMBO "Comb9"  LOADCASE "LivenR"  SF 1 
  COMBO "Comb9"  LOADCASE "Leq"  SF 1 
  COMBO "Comb9"  LOADCASE "NLiveRRX"  SF 0.5 
  COMBO "Comb9"  LOADCASE "NLivenRX"  SF 1 
  COMBO "Comb9"  LOADCASE "NLeqX"  SF 1 
  COMBO "Comb9"  LOADCASE "Lr"  SF 1.6 
  COMBO "Comb9"  LOADCASE "NLrX"  SF 1.6 
  COMBO "Comb9"  LOADCASE "SD"  SF 1.2 
  COMBO "Comb9"  LOADCASE "NSDX"  SF 1.2 
  COMBO "Comb10"  TYPE "Linear Add"  
  COMBO "Comb10"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb10"  LOADCASE "Dead"  SF 1.2 
  COMBO "Comb10"  LOADCASE "NDeadX"  SF -1.2 
  COMBO "Comb10"  LOADCASE "LiveRR"  SF 0.5 
  COMBO "Comb10"  LOADCASE "LivenR"  SF 1 
  COMBO "Comb10"  LOADCASE "Leq"  SF 1 
  COMBO "Comb10"  LOADCASE "NLiveRRX"  SF -0.5 
  COMBO "Comb10"  LOADCASE "NLivenRX"  SF -1 
  COMBO "Comb10"  LOADCASE "NLeqX"  SF -1 
  COMBO "Comb10"  LOADCASE "Lr"  SF 1.6 
  COMBO "Comb10"  LOADCASE "NLrX"  SF -1.6 
  COMBO "Comb10"  LOADCASE "SD"  SF 1.2 
  COMBO "Comb10"  LOADCASE "NSDX"  SF -1.2 
  COMBO "Comb11"  TYPE "Linear Add"  
  COMBO "Comb11"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb11"  LOADCASE "Dead"  SF 1.2 
  COMBO "Comb11"  LOADCASE "NDeadY"  SF 1.2 
  COMBO "Comb11"  LOADCASE "LiveRR"  SF 0.5 
  COMBO "Comb11"  LOADCASE "LivenR"  SF 1 
  COMBO "Comb11"  LOADCASE "Leq"  SF 1 
  COMBO "Comb11"  LOADCASE "NLiveRRY"  SF 0.5 
  COMBO "Comb11"  LOADCASE "NLivenRY"  SF 1 
  COMBO "Comb11"  LOADCASE "NLeqY"  SF 1 
  COMBO "Comb11"  LOADCASE "Lr"  SF 1.6 
  COMBO "Comb11"  LOADCASE "NLrY"  SF 1.6 
  COMBO "Comb11"  LOADCASE "SD"  SF 1.2 
  COMBO "Comb11"  LOADCASE "NSDY"  SF 1.2 
  COMBO "Comb12"  TYPE "Linear Add"  
  COMBO "Comb12"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb12"  LOADCASE "Dead"  SF 1.2 
  COMBO "Comb12"  LOADCASE "NDeadY"  SF -1.2 
  COMBO "Comb12"  LOADCASE "LiveRR"  SF 0.5 
  COMBO "Comb12"  LOADCASE "LivenR"  SF 1 
  COMBO "Comb12"  LOADCASE "Leq"  SF 1 
  COMBO "Comb12"  LOADCASE "NLiveRRY"  SF -0.5 
  COMBO "Comb12"  LOADCASE "NLivenRY"  SF -1 
  COMBO "Comb12"  LOADCASE "NLeqY"  SF -1 
  COMBO "Comb12"  LOADCASE "Lr"  SF 1.6 
  COMBO "Comb12"  LOADCASE "NLrY"  SF -1.6 
  COMBO "Comb12"  LOADCASE "SD"  SF 1.2 
  COMBO "Comb12"  LOADCASE "NSDY"  SF -1.2 
  COMBO "Comb13"  TYPE "Linear Add"  
  COMBO "Comb13"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb13"  LOADCASE "Dead"  SF 1.2 
  COMBO "Comb13"  LOADCASE "LiveRR"  SF 0.5 
  COMBO "Comb13"  LOADCASE "LivenR"  SF 1 
  COMBO "Comb13"  LOADCASE "Leq"  SF 1 
  COMBO "Comb13"  LOADCASE "Lr"  SF 0.2 
  COMBO "Comb13"  LOADCASE "SD"  SF 1.2 
  COMBO "Comb13"  LOADCASE "SPX"  SF 1.2 
  COMBO "Comb13"  LOADCASE "EZ1"  SF 1 
  COMBO "Comb13"  LOADCASE "EZ2"  SF 1 
  COMBO "Comb14"  TYPE "Linear Add"  
  COMBO "Comb14"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb14"  LOADCASE "Dead"  SF 1.2 
  COMBO "Comb14"  LOADCASE "LiveRR"  SF 0.5 
  COMBO "Comb14"  LOADCASE "LivenR"  SF 1 
  COMBO "Comb14"  LOADCASE "Leq"  SF 1 
  COMBO "Comb14"  LOADCASE "Lr"  SF 0.2 
  COMBO "Comb14"  LOADCASE "SD"  SF 1.2 
  COMBO "Comb14"  LOADCASE "SPX"  SF 1.2 
  COMBO "Comb14"  LOADCASE "EZ1"  SF 1 
  COMBO "Comb14"  LOADCASE "EZ2"  SF -1 
  COMBO "Comb15"  TYPE "Linear Add"  
  COMBO "Comb15"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb15"  LOADCASE "Dead"  SF 1.2 
  COMBO "Comb15"  LOADCASE "LiveRR"  SF 0.5 
  COMBO "Comb15"  LOADCASE "LivenR"  SF 1 
  COMBO "Comb15"  LOADCASE "Leq"  SF 1 
  COMBO "Comb15"  LOADCASE "Lr"  SF 0.2 
  COMBO "Comb15"  LOADCASE "SD"  SF 1.2 
  COMBO "Comb15"  LOADCASE "SPX"  SF 1.2 
  COMBO "Comb15"  LOADCASE "SY"  SF 0.67 
  COMBO "Comb15"  LOADCASE "EZ1"  SF 1 
  COMBO "Comb15"  LOADCASE "EZ2"  SF 1 
  COMBO "Comb16"  TYPE "Linear Add"  
  COMBO "Comb16"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb16"  LOADCASE "Dead"  SF 1.2 
  COMBO "Comb16"  LOADCASE "LiveRR"  SF 0.5 
  COMBO "Comb16"  LOADCASE "LivenR"  SF 1 
  COMBO "Comb16"  LOADCASE "Leq"  SF 1 
  COMBO "Comb16"  LOADCASE "Lr"  SF 0.2 
  COMBO "Comb16"  LOADCASE "SD"  SF 1.2 
  COMBO "Comb16"  LOADCASE "SPX"  SF 1.2 
  COMBO "Comb16"  LOADCASE "SY"  SF 0.67 
  COMBO "Comb16"  LOADCASE "EZ1"  SF 1 
  COMBO "Comb16"  LOADCASE "EZ2"  SF -1 
  COMBO "Comb17"  TYPE "Linear Add"  
  COMBO "Comb17"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb17"  LOADCASE "Dead"  SF 1.2 
  COMBO "Comb17"  LOADCASE "SD"  SF 1.2 
  COMBO "Comb17"  LOADCASE "LiveRR"  SF 0.5 
  COMBO "Comb17"  LOADCASE "LivenR"  SF 1 
  COMBO "Comb17"  LOADCASE "Leq"  SF 1 
  COMBO "Comb17"  LOADCASE "Lr"  SF 0.2 
  COMBO "Comb17"  LOADCASE "SPY"  SF 0.67 
  COMBO "Comb17"  LOADCASE "EZ1"  SF 1 
  COMBO "Comb17"  LOADCASE "EZ2"  SF 1 
  COMBO "Comb18"  TYPE "Linear Add"  
  COMBO "Comb18"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb18"  LOADCASE "Dead"  SF 1.2 
  COMBO "Comb18"  LOADCASE "SD"  SF 1.2 
  COMBO "Comb18"  LOADCASE "LiveRR"  SF 0.5 
  COMBO "Comb18"  LOADCASE "LivenR"  SF 1 
  COMBO "Comb18"  LOADCASE "Leq"  SF 1 
  COMBO "Comb18"  LOADCASE "Lr"  SF 0.2 
  COMBO "Comb18"  LOADCASE "SPY"  SF 0.67 
  COMBO "Comb18"  LOADCASE "EZ1"  SF 1 
  COMBO "Comb18"  LOADCASE "EZ2"  SF -1 
  COMBO "Comb19"  TYPE "Linear Add"  
  COMBO "Comb19"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb19"  LOADCASE "Dead"  SF 1.2 
  COMBO "Comb19"  LOADCASE "SD"  SF 1.2 
  COMBO "Comb19"  LOADCASE "LiveRR"  SF 0.5 
  COMBO "Comb19"  LOADCASE "LivenR"  SF 1 
  COMBO "Comb19"  LOADCASE "Leq"  SF 1 
  COMBO "Comb19"  LOADCASE "Lr"  SF 0.2 
  COMBO "Comb19"  LOADCASE "SPY"  SF 0.67 
  COMBO "Comb19"  LOADCASE "SX"  SF 1.2 
  COMBO "Comb19"  LOADCASE "EZ1"  SF 1 
  COMBO "Comb19"  LOADCASE "EZ2"  SF 1 
  COMBO "Comb20"  TYPE "Linear Add"  
  COMBO "Comb20"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb20"  LOADCASE "Dead"  SF 1.2 
  COMBO "Comb20"  LOADCASE "SD"  SF 1.2 
  COMBO "Comb20"  LOADCASE "LiveRR"  SF 0.5 
  COMBO "Comb20"  LOADCASE "LivenR"  SF 1 
  COMBO "Comb20"  LOADCASE "Leq"  SF 1 
  COMBO "Comb20"  LOADCASE "Lr"  SF 0.2 
  COMBO "Comb20"  LOADCASE "SPY"  SF 0.67 
  COMBO "Comb20"  LOADCASE "SX"  SF 1.2 
  COMBO "Comb20"  LOADCASE "EZ1"  SF 1 
  COMBO "Comb20"  LOADCASE "EZ2"  SF -1 
  COMBO "Def1"  TYPE "Linear Add"  
  COMBO "Def1"  DESIGN "Steel"  COMBOTYPE "Deflection"  
  COMBO "Def1"  LOADCASE "Dead"  SF 1 
  COMBO "Def1"  LOADCASE "SD"  SF 1 
  COMBO "Def2"  TYPE "Linear Add"  
  COMBO "Def2"  DESIGN "Steel"  COMBOTYPE "Deflection"  
  COMBO "Def2"  LOADCASE "Dead"  SF 1 
  COMBO "Def2"  LOADCASE "LiveRR"  SF 1 
  COMBO "Def2"  LOADCASE "LivenR"  SF 1 
  COMBO "Def2"  LOADCASE "Lr"  SF 1 
  COMBO "Def2"  LOADCASE "Leq"  SF 1 
  COMBO "Def2"  LOADCASE "SD"  SF 1 
  COMBO "Comb21"  TYPE "Linear Add"  
  COMBO "Comb21"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb21"  LOADCASE "Dead"  SF 0.9 
  COMBO "Comb21"  LOADCASE "SD"  SF 0.9 
  COMBO "Comb21"  LOADCASE "SPX"  SF 1.2 
  COMBO "Comb21"  LOADCASE "EZ1"  SF 1 
  COMBO "Comb21"  LOADCASE "EZ2"  SF 1 
  COMBO "Comb22"  TYPE "Linear Add"  
  COMBO "Comb22"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb22"  LOADCASE "Dead"  SF 0.9 
  COMBO "Comb22"  LOADCASE "SD"  SF 0.9 
  COMBO "Comb22"  LOADCASE "SPX"  SF 1.2 
  COMBO "Comb22"  LOADCASE "EZ1"  SF 1 
  COMBO "Comb22"  LOADCASE "EZ2"  SF -1 
  COMBO "Comb23"  TYPE "Linear Add"  
  COMBO "Comb23"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb23"  LOADCASE "Dead"  SF 0.9 
  COMBO "Comb23"  LOADCASE "SD"  SF 0.9 
  COMBO "Comb23"  LOADCASE "SPX"  SF 1.2 
  COMBO "Comb23"  LOADCASE "SY"  SF 0.67 
  COMBO "Comb23"  LOADCASE "EZ1"  SF 1 
  COMBO "Comb23"  LOADCASE "EZ2"  SF 1 
  COMBO "Comb24"  TYPE "Linear Add"  
  COMBO "Comb24"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb24"  LOADCASE "Dead"  SF 0.9 
  COMBO "Comb24"  LOADCASE "SD"  SF 0.9 
  COMBO "Comb24"  LOADCASE "SPX"  SF 1.2 
  COMBO "Comb24"  LOADCASE "SY"  SF 0.67 
  COMBO "Comb24"  LOADCASE "EZ1"  SF 1 
  COMBO "Comb24"  LOADCASE "EZ2"  SF -1 
  COMBO "Comb25"  TYPE "Linear Add"  
  COMBO "Comb25"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb25"  LOADCASE "Dead"  SF 0.9 
  COMBO "Comb25"  LOADCASE "SD"  SF 0.9 
  COMBO "Comb25"  LOADCASE "SPY"  SF 0.67 
  COMBO "Comb25"  LOADCASE "EZ1"  SF 1 
  COMBO "Comb25"  LOADCASE "EZ2"  SF 1 
  COMBO "Comb26"  TYPE "Linear Add"  
  COMBO "Comb26"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb26"  LOADCASE "Dead"  SF 0.9 
  COMBO "Comb26"  LOADCASE "SD"  SF 0.9 
  COMBO "Comb26"  LOADCASE "SPY"  SF 0.67 
  COMBO "Comb26"  LOADCASE "EZ1"  SF 1 
  COMBO "Comb26"  LOADCASE "EZ2"  SF -1 
  COMBO "Comb27"  TYPE "Linear Add"  
  COMBO "Comb27"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb27"  LOADCASE "Dead"  SF 0.9 
  COMBO "Comb27"  LOADCASE "SD"  SF 0.9 
  COMBO "Comb27"  LOADCASE "SPY"  SF 0.67 
  COMBO "Comb27"  LOADCASE "SX"  SF 1.2 
  COMBO "Comb27"  LOADCASE "EZ1"  SF 1 
  COMBO "Comb27"  LOADCASE "EZ2"  SF 1 
  COMBO "Comb28"  TYPE "Linear Add"  
  COMBO "Comb28"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "Comb28"  LOADCASE "Dead"  SF 0.9 
  COMBO "Comb28"  LOADCASE "SD"  SF 0.9 
  COMBO "Comb28"  LOADCASE "SPY"  SF 0.67 
  COMBO "Comb28"  LOADCASE "SX"  SF 1.2 
  COMBO "Comb28"  LOADCASE "EZ1"  SF 1 
  COMBO "Comb28"  LOADCASE "EZ2"  SF -1 
  COMBO "envelope"  TYPE "Envelope"  
  COMBO "envelope"  LOADCOMBO "Comb1"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb2"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb3"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb4"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb5"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb6"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb7"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb8"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb9"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb10"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb11"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb12"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb13"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb14"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb15"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb16"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb17"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb18"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb19"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb20"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb21"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb22"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb23"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb24"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb25"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb26"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb27"  SF 1 
  COMBO "envelope"  LOADCOMBO "Comb28"  SF 1 
  COMBO "UDCmpD1"  TYPE "Linear Add"  NOTES "Dead  [Deflections]"  
  COMBO "UDCmpD1"  DESIGN "Composite"  COMBOTYPE "Deflection"  
  COMBO "UDCmpD1"  LOADCASE "Dead"  SF 1 
  COMBO "UDCmpD1"  LOADCASE "SD"  SF 1 
  COMBO "UDCmpD2"  TYPE "Linear Add"  NOTES "Dead + Live  [Deflections]"  
  COMBO "UDCmpD2"  DESIGN "Composite"  COMBOTYPE "Deflection"  
  COMBO "UDCmpD2"  LOADCASE "Dead"  SF 1 
  COMBO "UDCmpD2"  LOADCASE "LiveRR"  SF 1 
  COMBO "UDCmpD2"  LOADCASE "LivenR"  SF 1 
  COMBO "UDCmpD2"  LOADCASE "Leq"  SF 1 
  COMBO "UDCmpD2"  LOADCASE "SD"  SF 1 
  COMBO "UDCmpD2"  LOADCASE "Lr"  SF 1 
  COMBO "UDCmpC1"  TYPE "Linear Add"  NOTES "Dead  [Construction]"  
  COMBO "UDCmpC1"  DESIGN "Composite"  COMBOTYPE "Construction"  
  COMBO "UDCmpC1"  LOADCASE "Dead"  SF 1.4 
  COMBO "UDCmpC2"  TYPE "Linear Add"  NOTES "Dead + Construction Live  [Construction]"  
  COMBO "UDCmpC2"  DESIGN "Composite"  COMBOTYPE "Construction"  
  COMBO "UDCmpC2"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDCmpC2"  LOADCASE "LiveRR"  SF 0.32 
  COMBO "UDCmpC2"  LOADCASE "LivenR"  SF 0.32 
  COMBO "UDCmpC2"  LOADCASE "Lr"  SF 0.32 
  COMBO "UDCmpC2"  LOADCASE "Leq"  SF 0.32 
  COMBO "UDCmpS1"  TYPE "Linear Add"  NOTES "Dead  [Strength]"  
  COMBO "UDCmpS1"  DESIGN "Composite"  COMBOTYPE "Strength"  
  COMBO "UDCmpS1"  LOADCASE "Dead"  SF 1.4 
  COMBO "UDCmpS1"  LOADCASE "SD"  SF 1.4 
  COMBO "UDCmpS2"  TYPE "Linear Add"  NOTES "Dead + Live  [Strength]"  
  COMBO "UDCmpS2"  DESIGN "Composite"  COMBOTYPE "Strength"  
  COMBO "UDCmpS2"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDCmpS2"  LOADCASE "LiveRR"  SF 1.6 
  COMBO "UDCmpS2"  LOADCASE "LivenR"  SF 1.6 
  COMBO "UDCmpS2"  LOADCASE "Leq"  SF 1.6 
  COMBO "UDCmpS2"  LOADCASE "SD"  SF 1.2 
  COMBO "UDCmpS3"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDCmpS3"  DESIGN "Composite"  COMBOTYPE "Strength"  
  COMBO "UDCmpS3"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDCmpS3"  LOADCASE "LiveRR"  SF 1.6 
  COMBO "UDCmpS3"  LOADCASE "LivenR"  SF 1.6 
  COMBO "UDCmpS3"  LOADCASE "Lr"  SF 0.5 
  COMBO "UDCmpS3"  LOADCASE "Leq"  SF 1.6 
  COMBO "UDCmpS3"  LOADCASE "SD"  SF 1.2 
  COMBO "UDCmpS4"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDCmpS4"  DESIGN "Composite"  COMBOTYPE "Strength"  
  COMBO "UDCmpS4"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDCmpS4"  LOADCASE "LiveRR"  SF 1 
  COMBO "UDCmpS4"  LOADCASE "LivenR"  SF 1 
  COMBO "UDCmpS4"  LOADCASE "Lr"  SF 1.6 
  COMBO "UDCmpS4"  LOADCASE "Leq"  SF 1 
  COMBO "UDCmpS4"  LOADCASE "SD"  SF 1.2 

$ STEEL DESIGN PREFERENCES
  STEELPREFERENCE  CODE "AISC 360-10"  THDESIGN "EVERYSTEP-ALL"  FRAMETYPE "SCBF"  
  STEELPREFERENCE  SDC "D"  IMPORTANCEFACTOR 1 SYSTEMRHO 1 SYSTEMSDS 1.05 
  STEELPREFERENCE  SYSTEMR 5.5 OMEGA0 2 SYSTEMCD 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 "NO"  
  STEELPREFERENCE  HSSWELDINGTYPE "ERW"   REDUCEHSSTHICKNESS "NO"  
  STEELPREFERENCE  HSSWELDINGTYPE "ERW"   REDUCEHSSTHICKNESS "NO"  
  STEELPREFERENCE  CONSIDERDEFLECTION "YES"  RELATIVEDEFLECTION "RATIO"  
  STEELPREFERENCE  DLDEFLECTIONLIMIT 0 SLDEFLECTIONLIMIT 0 LLDEFLECTIONLIMIT 360 TLDEFLECTIONLIMIT 240 TLMCDEFLECTIONLIMIT 0 
  STEELPREFERENCE  DLDEFLECTIONLIMITABS 25.4 SLDEFLECTIONLIMITABS 25.4 LLDEFLECTIONLIMITABS 25.4 TLDEFLECTIONLIMITABS 25.4 TLMCDEFLECTIONLIMITABS 25.4 
  STEELPREFERENCE  CALCULATECAMBER "NO"  PERCENTCAMBERWDL 1 CAMBERRELMAXLIMIT 180 CAMBERIGNORELIMIT 19.05 
  STEELPREFERENCE  CAMBERABSMAXLIMIT 101.6 CAMBERINTERVAL 6.35 CAMBERROUNDDOWN "YES"  
  STEELPREFERENCE  PATTERNLLF 0.75 MAXITERATION 5 SRLIMIT 1 

$ CONCRETE DESIGN PREFERENCES
  CONCRETEPREFERENCE  CODE "ACI 318-11"THDESIGN "EVERYSTEP-ALL"    CONSIDERMINECCENTRICITY "YES"  
  CONCRETEPREFERENCE  NUMINTERCURVES 24  NUMINTERPOINTS 11  PATTERNLLF 0.75  UFLIMIT 1
  CONCRETEPREFERENCE  SDC "D"    OMEGA0 2  RHO 1  SDS 0.5  PHITENSIONCTRL 0.9  PHICOMPRESSIONCTRLTIED 0.65  PHICOMPRESSIONCTRLSPIRAL 0.75  PHISHEARTORSION 0.75  PHISHEARSEISMIC 0.6  PHISHEARJOINT 0.85

$ COMPOSITE DESIGN PREFERENCES
  COMPOSITEPREFERENCE  CODE "AISC 360-10"  
  COMPOSITEPREFERENCE  PHI-B 0.9  PHI-BCNE 0.9  PHI-BCNP 0.9  PHI-BCPE 0.9  PHI-BCPP 0.85  PHI-V 0.9
  COMPOSITEPREFERENCE  SHORED "NO"  %MIDDLERANGE 70  PATTERNLLF 0.75  SRLIMIT 1.05  SINGLESEGMENT "NO"    STUDINCREASEFACTOR 1  MINNUMEXTRASTUDS 0
  COMPOSITEPREFERENCE  DLLIMIT 0  SLLIMIT 0  LLLIMIT 360  TLLIMIT 240  CREEPFACTOR 1
  COMPOSITEPREFERENCE  %DLCAMBER 80  CAMBERIGNORE 15  CAMBERABSMAX 50  CAMBERRELMAX 300  CAMBERINTERVAL 5  CAMBERROUNDDOWN "YES"  
  COMPOSITEPREFERENCE  %VIBLL 25  CONSIDERFREQ "NO"  MINFREQ 8  CONSIDERDAMP "NO"  %INHERENTDAMP 4
  COMPOSITEPREFERENCE  VIBRATIONCRITERION "WALKING"  OCCUPANCYCATEGORY "RESIDENTIAL"  DAMPINGRATIO 0.05  WALKINGACCELERATIONLIMIT 0.005
  COMPOSITEPREFERENCE  RHYTHMICACTIVITY "AEROBICS"  AFFECTEDOCCUPANCYCATEGORY "PAPEROFFICE"
  COMPOSITEPREFERENCE  RHYTHMICACCELERATIONLIMIT 0.005  UPPERSTEPFREQUENCY 2.75  LOWERSTEPFREQUENCY 2
  COMPOSITEPREFERENCE  EQUIPMENTORUSECATEGORY "COMPUTERSYSTEM"  VIBVELOCITYLIMIT 0.2032
  COMPOSITEPREFERENCE  FOOTFALLIMPULSEFOFAST 5  FOOTFALLIMPULSEFOMODERATE 2.5  FOOTFALLIMPULSEFOSLOW 1.2
  COMPOSITEPREFERENCE  FOOTFALLIMPULSEFMFAST 1401.19  FOOTFALLIMPULSEFMMODERATE 1245.502  FOOTFALLIMPULSEFMSLOW 1067.573
  COMPOSITEPREFERENCE  OPTIMIZEPRICE "NO"  CONNECTORPRICE 0  CAMBERPRICE 0

$ WALL DESIGN PREFERENCES
  WALLPREFERENCE  CODE "ACI 318-11"  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

$ DIMENSION LINES
  DIMLINE DEFAULTSYSTEM G1

$ TABLE SETS

$ LOG
  STARTCOMMENTS  

ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/24/2014 01:00:32 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/24/2014 02:11:33 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/24/2014 02:14:10 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/25/2014 01:54:05 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/25/2014 01:55:54 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/25/2014 03:18:59 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/25/2014 03:18:59 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/25/2014 03:19:00 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/25/2014 03:19:00 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/25/2014 03:19:00 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/25/2014 03:19:00 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/25/2014 03:19:01 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/25/2014 03:19:01 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/25/2014 03:19:01 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/25/2014 03:19:01 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/25/2014 03:19:01 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/25/2014 03:19:02 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/25/2014 03:20:55 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/25/2014 03:29:33 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/26/2014 12:23:00 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/26/2014 12:35:23 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/26/2014 02:19:31 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/26/2014 02:21:21 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/26/2014 02:24:47 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/26/2014 02:44:11 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/26/2014 04:01:46 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 10/31/2014 12:09:17 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/02/2014 11:41:53 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/02/2014 11:51:45 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/02/2014 01:36:46 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/02/2014 02:07:44 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/02/2014 06:29:43 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/02/2014 08:32:42 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/03/2014 10:47:40 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/03/2014 10:53:05 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/03/2014 01:12:01 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/03/2014 01:12:21 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/03/2014 01:24:47 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/03/2014 06:19:42 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/03/2014 06:41:47 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/03/2014 10:39:48 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/03/2014 11:07:40 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/03/2014 11:55:18 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/04/2014 12:05:10 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/04/2014 12:05:18 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/04/2014 10:31:53 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/04/2014 11:38:08 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/04/2014 11:38:10 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/04/2014 11:38:15 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/04/2014 12:50:05 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/04/2014 12:50:06 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/04/2014 12:50:11 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/04/2014 12:56:33 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/04/2014 12:57:29 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/04/2014 01:49:33 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/04/2014 07:02:58 È.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:37:43 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:42:51 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:42:52 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:43:01 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:43:30 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:43:30 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:43:36 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:44:09 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:44:10 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:44:17 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:44:48 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:44:49 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:44:55 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:46:01 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:46:02 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:46:09 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:46:41 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:46:41 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:46:48 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:47:18 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:47:19 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:47:24 Þ.Ù
ETABS 2013 Ultimate  13.1.5 File saved as D:\Book Steel\ETABS\Project number 2\Asli\project-02.EDB at 11/05/2014 01:51:07 Þ.Ù
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ETABS 2015 Ultimate  15.1.0 File saved as E:\poroje nahaie\FOOLAD_PROJECT\Foolad-Project.EDB at 10/07/2015 12:53:11 È.Ù
  ENDCOMMENTS  

  END
$ END OF MODEL FILE
