$ File D:\University\documents\workshop\maragheh\New folder\ETABS9-ACI99-0.3-RHO1.2.e2k saved 1/6/16 0:57:27
 
$ PROGRAM INFORMATION
  PROGRAM  "ETABS"  VERSION "9.7.4"  

$ CONTROLS
  UNITS  "KGF"  "CM"  
  PREFERENCE  MERGETOL 0.1
  RLLF  METHOD "NONE"  

$ STORIES - IN SEQUENCE FROM TOP
  STORY "STORY4"  HEIGHT 300  MASTERSTORY "Yes"  
  STORY "STORY3"  HEIGHT 300  SIMILARTO "STORY4"  
  STORY "STORY2"  HEIGHT 300  SIMILARTO "STORY4"  
  STORY "STORY1"  HEIGHT 300  SIMILARTO "STORY4"  
  STORY "BASE"  ELEV 0

$ DIAPHRAGM NAMES
  DIAPHRAGM "D1"    TYPE RIGID

$ GRIDS
  COORDSYSTEM "GLOBAL"  TYPE "CARTESIAN"  BUBBLESIZE 125
  GRID "GLOBAL"  LABEL "A"  DIR "X"  COORD 0  GRIDTYPE  "PRIMARY"    BUBBLELOC "DEFAULT"  GRIDHIDE "NO"  
  GRID "GLOBAL"  LABEL "B"  DIR "X"  COORD 600  GRIDTYPE  "PRIMARY"    BUBBLELOC "DEFAULT"  GRIDHIDE "NO"  
  GRID "GLOBAL"  LABEL "C"  DIR "X"  COORD 1200  GRIDTYPE  "PRIMARY"    BUBBLELOC "DEFAULT"  GRIDHIDE "NO"  
  GRID "GLOBAL"  LABEL "D"  DIR "X"  COORD 1800  GRIDTYPE  "PRIMARY"    BUBBLELOC "DEFAULT"  GRIDHIDE "NO"  
  GRID "GLOBAL"  LABEL "1"  DIR "Y"  COORD 0  GRIDTYPE  "PRIMARY"    BUBBLELOC "SWITCHED"  GRIDHIDE "NO"  
  GRID "GLOBAL"  LABEL "2"  DIR "Y"  COORD 600  GRIDTYPE  "PRIMARY"    BUBBLELOC "SWITCHED"  GRIDHIDE "NO"  
  GRID "GLOBAL"  LABEL "3"  DIR "Y"  COORD 1200  GRIDTYPE  "PRIMARY"    BUBBLELOC "SWITCHED"  GRIDHIDE "NO"  
  GRID "GLOBAL"  LABEL "4"  DIR "Y"  COORD 1800  GRIDTYPE  "PRIMARY"    BUBBLELOC "SWITCHED"  GRIDHIDE "NO"  

$ MATERIAL PROPERTIES
  MATERIAL  "STEEL"  M 7.981E-06  W 0.007833  TYPE "ISOTROPIC"  E 2038902  U 0.3  A 1.16999999590917E-05
  MATERIAL  "STEEL"  DESIGNTYPE "STEEL"  FY 2400  FU 3700  PRICE 2.767991E+07
  MATERIAL  "CONC"  M 2.448E-06  W 0.002403  TYPE "ISOTROPIC"  E 218819  U 0.2  A 9.89999989542412E-06
  MATERIAL  "CONC"  DESIGNTYPE "CONCRETE"  FY 4000  FC 210  FYS 3000
  MATERIAL  "OTHER"  M 7.981421E-06  W 7.833414E-03  TYPE "ISOTROPIC"  E 2038902  U 0.3  A 1.16999999590917E-05
  MATERIAL  "OTHER"  DESIGNTYPE "OTHER"  

$ FRAME SECTIONS
  FRAMESECTION  "W44X335"  MATERIAL "STEEL"  SHAPE "W44X335"  FILE "C:\Program Files (x86)\Computers and Structures\ETABS 9\Sections8.pro"  

$ REBAR DEFINITIONS
  REBARDEFINITION  "#2"  AREA  0.32258  DIA  0.635
  REBARDEFINITION  "#3"  AREA  0.709676  DIA  0.9525
  REBARDEFINITION  "#4"  AREA  1.29032  DIA  1.27
  REBARDEFINITION  "#5"  AREA  1.999996  DIA  1.5875
  REBARDEFINITION  "#6"  AREA  2.838704  DIA  1.905
  REBARDEFINITION  "#7"  AREA  3.87096  DIA  2.2225
  REBARDEFINITION  "#8"  AREA  5.096764  DIA  2.54
  REBARDEFINITION  "#9"  AREA  6.4516  DIA  2.86512
  REBARDEFINITION  "#10"  AREA  8.193532  DIA  3.2258
  REBARDEFINITION  "#11"  AREA  10.0645  DIA  3.5814
  REBARDEFINITION  "#14"  AREA  14.5161  DIA  4.30022
  REBARDEFINITION  "#18"  AREA  25.8064  DIA  5.73278
  REBARDEFINITION  "10M"  AREA  1  DIA  1.13
  REBARDEFINITION  "15M"  AREA  2  DIA  1.6
  REBARDEFINITION  "20M"  AREA  3  DIA  1.95
  REBARDEFINITION  "25M"  AREA  5  DIA  2.52
  REBARDEFINITION  "30M"  AREA  7  DIA  2.99
  REBARDEFINITION  "35M"  AREA  10  DIA  3.57
  REBARDEFINITION  "45M"  AREA  15  DIA  4.37
  REBARDEFINITION  "55M"  AREA  25  DIA  5.64
  REBARDEFINITION  "6d"  AREA  0.283  DIA  0.6
  REBARDEFINITION  "8d"  AREA  0.503  DIA  0.8
  REBARDEFINITION  "10d"  AREA  0.785  DIA  1
  REBARDEFINITION  "12d"  AREA  1.13  DIA  1.2
  REBARDEFINITION  "14d"  AREA  1.54  DIA  1.4
  REBARDEFINITION  "16d"  AREA  2.01  DIA  1.6
  REBARDEFINITION  "20d"  AREA  3.14  DIA  2
  REBARDEFINITION  "25d"  AREA  4.91  DIA  2.5
  REBARDEFINITION  "26d"  AREA  5.31  DIA  2.6
  REBARDEFINITION  "28d"  AREA  6.16  DIA  2.8
  REBARDEFINITION  "N12"  AREA  1.13  DIA  1.2
  REBARDEFINITION  "N16"  AREA  2.01  DIA  1.6
  REBARDEFINITION  "N20"  AREA  3.14  DIA  2
  REBARDEFINITION  "N24"  AREA  4.52  DIA  2.4
  REBARDEFINITION  "N28"  AREA  6.16  DIA  2.8
  REBARDEFINITION  "N32"  AREA  8.04  DIA  3.2
  REBARDEFINITION  "N36"  AREA  10.2  DIA  3.6

$ WALL/SLAB/DECK PROPERTIES
  SHELLPROP  "WALL1"  MATERIAL "CONC"  PROPTYPE "WALL"  TYPE "SHELL"  PLATETYPE "THIN"  TM 25  TB 25
  SHELLPROP  "SLAB1"  MATERIAL "CONC"  PROPTYPE "SLAB"  TYPE "SHELL"  PLATETYPE "THIN"  TM 25  TB 25
  SHELLPROP  "DECK1"  PROPTYPE "DECK"  TYPE "MEMBRANE"  
  SHELLPROP  "DECK1"  DECKTYPE "FILLED"  CONCMATERIAL "CONC"  SLABDEPTH 8.89
  SHELLPROP  "DECK1"  RIBDEPTH 7.62  RIBWIDTH 15.2399997711182  RIBSPACING 30.48  WEIGHT 1.122958E-03
  SHELLPROP  "DECK1"  STUDDIA 1.905  STUDHEIGHT 15.24  STUDSTRENGTH 4569.953
  SHELLPROP  "PLANK1"  MATERIAL "CONC"  PROPTYPE "SLAB"  TYPE "MEMBRANE"  ONEWAY "YES"  TM 25  TB 25
  SHELLPROP  "PLANK1"  F11MOD 0.01  F22MOD 0.01

$ LINK PROPERTIES
  LINKPROP  "NLPR1"  TYPE "DAMPER"
  LINKPROP  "NLPR1"  DOF "U1"

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

$ STATIC LOADS
  LOADCASE "DEAD"  TYPE  "DEAD"  SELFWEIGHT  1
  LOADCASE "LIVE"  TYPE  "LIVE"  SELFWEIGHT  0
  LOADCASE "LPART"  TYPE  "LIVE"  SELFWEIGHT  0
  LOADCASE "EV"  TYPE  "OTHER"  SELFWEIGHT  0
  LOADCASE "WALL"  TYPE  "OTHER"  SELFWEIGHT  0
  LOADCASE "EX"  TYPE  "QUAKE"  SELFWEIGHT  0
  LOADCASE "EXP"  TYPE  "QUAKE"  SELFWEIGHT  0
  LOADCASE "EXN"  TYPE  "QUAKE"  SELFWEIGHT  0
  LOADCASE "EY"  TYPE  "QUAKE"  SELFWEIGHT  0
  LOADCASE "EYP"  TYPE  "QUAKE"  SELFWEIGHT  0
  LOADCASE "EYN"  TYPE  "QUAKE"  SELFWEIGHT  0
  SEISMIC "EX"  "USER_COEFF"    DIR "X"  TOPSTORY "STORY4"    BOTTOMSTORY "BASE"    SHEARCOEFF 0.1  HEIGHTEXPONENT 1
  SEISMIC "EXP"  "USER_COEFF"    DIR "X+ECC"  ECC 0.05  TOPSTORY "STORY4"    BOTTOMSTORY "BASE"    SHEARCOEFF 0.1  HEIGHTEXPONENT 1
  SEISMIC "EXN"  "USER_COEFF"    DIR "X-ECC"  ECC 0.05  TOPSTORY "STORY4"    BOTTOMSTORY "BASE"    SHEARCOEFF 0.1  HEIGHTEXPONENT 1
  SEISMIC "EY"  "USER_COEFF"    DIR "Y"  TOPSTORY "STORY4"    BOTTOMSTORY "BASE"    SHEARCOEFF 0.1  HEIGHTEXPONENT 1
  SEISMIC "EYP"  "USER_COEFF"    DIR "Y+ECC"  ECC 0.05  TOPSTORY "STORY4"    BOTTOMSTORY "BASE"    SHEARCOEFF 0.1  HEIGHTEXPONENT 1
  SEISMIC "EYN"  "USER_COEFF"    DIR "Y-ECC"  ECC 0.05  TOPSTORY "STORY4"    BOTTOMSTORY "BASE"    SHEARCOEFF 0.1  HEIGHTEXPONENT 1

$ ANALYSIS OPTIONS
  ACTIVEDOF "UX UY UZ RX RY RZ"  
  DYNAMICS  MODES 12  MODETYPE "EIGEN"  TOL 0.0000001
  PDELTA  METHOD "ITERATIVE"  MAXITER 10  TOLD 0.001
  PDELTA  LOAD "DEAD"  FACTOR 1.05
  PDELTA  LOAD "LIVE"  FACTOR 1.275
  PDELTA  LOAD "LPART"  FACTOR 1.275
  MASSOPTIONS  GRAVITY 980.665  SOURCE "LOADS"  LATERALONLY "YES"    STORYLEVELONLY "YES"  
  MASSOPTIONS  LOAD "DEAD"  FACTOR 1
  MASSOPTIONS  LOAD "LIVE"  FACTOR 0.2
  MASSOPTIONS  LOAD "LPART"  FACTOR 1
  MASSOPTIONS  LOAD "WALL"  FACTOR 1

$ LOAD COMBINATIONS
  COMBO "UDCON1"  TYPE "ADD"  DESIGN "CONCRETE"  
  COMBO "UDCON1"  LOAD "DEAD"  SF 1.4
  COMBO "UDCON2"  TYPE "ADD"  DESIGN "CONCRETE"  
  COMBO "UDCON2"  LOAD "DEAD"  SF 1.4
  COMBO "UDCON2"  LOAD "LIVE"  SF 1.7
  COMBO "UDCON2"  LOAD "LPART"  SF 1.7
  COMBO "UDCON3"  TYPE "ADD"  DESIGN "CONCRETE"  
  COMBO "UDCON3"  LOAD "DEAD"  SF 1.05
  COMBO "UDCON3"  LOAD "LIVE"  SF 1.275
  COMBO "UDCON3"  LOAD "LPART"  SF 1.275
  COMBO "UDCON3"  LOAD "EXP"  SF 1.2
  COMBO "UDCON3"  LOAD "EY"  SF 0.36
  COMBO "UDCON3"  LOAD "EV"  SF 1
  COMBO "UDCON4"  TYPE "ADD"  
  COMBO "UDCON4"  LOAD "DEAD"  SF 1.05
  COMBO "UDCON4"  LOAD "LIVE"  SF 1.275
  COMBO "UDCON4"  LOAD "LPART"  SF 1.275
  COMBO "UDCON4"  LOAD "EXP"  SF -1.2
  COMBO "UDCON4"  LOAD "EY"  SF 0.36
  COMBO "UDCON4"  LOAD "EV"  SF 1
  COMBO "UDCON5"  TYPE "ADD"  
  COMBO "UDCON5"  LOAD "DEAD"  SF 1.05
  COMBO "UDCON5"  LOAD "LIVE"  SF 1.275
  COMBO "UDCON5"  LOAD "LPART"  SF 1.275
  COMBO "UDCON5"  LOAD "EXP"  SF -1.2
  COMBO "UDCON5"  LOAD "EY"  SF -0.36
  COMBO "UDCON5"  LOAD "EV"  SF 1
  COMBO "UDCON6"  TYPE "ADD"  
  COMBO "UDCON6"  LOAD "DEAD"  SF 1.05
  COMBO "UDCON6"  LOAD "LIVE"  SF 1.275
  COMBO "UDCON6"  LOAD "LPART"  SF 1.275
  COMBO "UDCON6"  LOAD "EXP"  SF 1.2
  COMBO "UDCON6"  LOAD "EY"  SF -0.36
  COMBO "UDCON6"  LOAD "EV"  SF 1
  COMBO "UDCON7"  TYPE "ADD"  
  COMBO "UDCON7"  LOAD "DEAD"  SF 1.05
  COMBO "UDCON7"  LOAD "LIVE"  SF 1.275
  COMBO "UDCON7"  LOAD "LPART"  SF 1.275
  COMBO "UDCON7"  LOAD "EXN"  SF 1.2
  COMBO "UDCON7"  LOAD "EY"  SF 0.36
  COMBO "UDCON7"  LOAD "EV"  SF 1
  COMBO "UDCON8"  TYPE "ADD"  
  COMBO "UDCON8"  LOAD "DEAD"  SF 1.05
  COMBO "UDCON8"  LOAD "LIVE"  SF 1.275
  COMBO "UDCON8"  LOAD "LPART"  SF 1.275
  COMBO "UDCON8"  LOAD "EXN"  SF -1.2
  COMBO "UDCON8"  LOAD "EY"  SF 0.36
  COMBO "UDCON8"  LOAD "EV"  SF 1
  COMBO "UDCON9"  TYPE "ADD"  
  COMBO "UDCON9"  LOAD "DEAD"  SF 1.05
  COMBO "UDCON9"  LOAD "LIVE"  SF 1.275
  COMBO "UDCON9"  LOAD "LPART"  SF 1.275
  COMBO "UDCON9"  LOAD "EXN"  SF -1.2
  COMBO "UDCON9"  LOAD "EY"  SF -0.36
  COMBO "UDCON9"  LOAD "EV"  SF 1
  COMBO "UDCON10"  TYPE "ADD"  
  COMBO "UDCON10"  LOAD "DEAD"  SF 1.05
  COMBO "UDCON10"  LOAD "LIVE"  SF 1.275
  COMBO "UDCON10"  LOAD "LPART"  SF 1.275
  COMBO "UDCON10"  LOAD "EXN"  SF 1.2
  COMBO "UDCON10"  LOAD "EY"  SF -0.36
  COMBO "UDCON10"  LOAD "EV"  SF 1
  COMBO "UDCON11"  TYPE "ADD"  
  COMBO "UDCON11"  LOAD "DEAD"  SF 1.05
  COMBO "UDCON11"  LOAD "LIVE"  SF 1.275
  COMBO "UDCON11"  LOAD "LPART"  SF 1.275
  COMBO "UDCON11"  LOAD "EYP"  SF 1.2
  COMBO "UDCON11"  LOAD "EX"  SF 0.36
  COMBO "UDCON11"  LOAD "EV"  SF 1
  COMBO "UDCON12"  TYPE "ADD"  
  COMBO "UDCON12"  LOAD "DEAD"  SF 1.05
  COMBO "UDCON12"  LOAD "LIVE"  SF 1.275
  COMBO "UDCON12"  LOAD "LPART"  SF 1.275
  COMBO "UDCON12"  LOAD "EYP"  SF -1.2
  COMBO "UDCON12"  LOAD "EX"  SF 0.36
  COMBO "UDCON12"  LOAD "EV"  SF 1
  COMBO "UDCON13"  TYPE "ADD"  
  COMBO "UDCON13"  LOAD "DEAD"  SF 1.05
  COMBO "UDCON13"  LOAD "LIVE"  SF 1.275
  COMBO "UDCON13"  LOAD "LPART"  SF 1.275
  COMBO "UDCON13"  LOAD "EYP"  SF -1.2
  COMBO "UDCON13"  LOAD "EX"  SF -0.36
  COMBO "UDCON13"  LOAD "EV"  SF 1
  COMBO "UDCON14"  TYPE "ADD"  
  COMBO "UDCON14"  LOAD "DEAD"  SF 1.05
  COMBO "UDCON14"  LOAD "LIVE"  SF 1.275
  COMBO "UDCON14"  LOAD "LPART"  SF 1.275
  COMBO "UDCON14"  LOAD "EYP"  SF 1.2
  COMBO "UDCON14"  LOAD "EX"  SF -0.36
  COMBO "UDCON14"  LOAD "EV"  SF 1
  COMBO "UDCON15"  TYPE "ADD"  
  COMBO "UDCON15"  LOAD "DEAD"  SF 1.05
  COMBO "UDCON15"  LOAD "LIVE"  SF 1.275
  COMBO "UDCON15"  LOAD "LPART"  SF 1.275
  COMBO "UDCON15"  LOAD "EYN"  SF 1.2
  COMBO "UDCON15"  LOAD "EX"  SF 0.36
  COMBO "UDCON15"  LOAD "EV"  SF 1
  COMBO "UDCON16"  TYPE "ADD"  
  COMBO "UDCON16"  LOAD "DEAD"  SF 1.05
  COMBO "UDCON16"  LOAD "LIVE"  SF 1.275
  COMBO "UDCON16"  LOAD "LPART"  SF 1.275
  COMBO "UDCON16"  LOAD "EYN"  SF -1
  COMBO "UDCON16"  LOAD "EX"  SF 0.36
  COMBO "UDCON16"  LOAD "EV"  SF 1
  COMBO "UDCON17"  TYPE "ADD"  
  COMBO "UDCON17"  LOAD "DEAD"  SF 1.05
  COMBO "UDCON17"  LOAD "LIVE"  SF 1.275
  COMBO "UDCON17"  LOAD "LPART"  SF 1.275
  COMBO "UDCON17"  LOAD "EYN"  SF -1
  COMBO "UDCON17"  LOAD "EX"  SF -0.36
  COMBO "UDCON17"  LOAD "EV"  SF 1
  COMBO "UDCON18"  TYPE "ADD"  
  COMBO "UDCON18"  LOAD "DEAD"  SF 1.05
  COMBO "UDCON18"  LOAD "LIVE"  SF 1.275
  COMBO "UDCON18"  LOAD "LPART"  SF 1.275
  COMBO "UDCON18"  LOAD "EYN"  SF 1.2
  COMBO "UDCON18"  LOAD "EX"  SF -0.36
  COMBO "UDCON18"  LOAD "EV"  SF 1
  COMBO "UDCON19"  TYPE "ADD"  
  COMBO "UDCON19"  LOAD "DEAD"  SF 0.9
  COMBO "UDCON19"  LOAD "EXP"  SF 1.2
  COMBO "UDCON19"  LOAD "EY"  SF 0.36
  COMBO "UDCON19"  LOAD "EV"  SF -1
  COMBO "UDCON20"  TYPE "ADD"  
  COMBO "UDCON20"  LOAD "DEAD"  SF 0.9
  COMBO "UDCON20"  LOAD "EXP"  SF -1.2
  COMBO "UDCON20"  LOAD "EY"  SF 0.36
  COMBO "UDCON20"  LOAD "EV"  SF -1
  COMBO "UDCON21"  TYPE "ADD"  
  COMBO "UDCON21"  LOAD "DEAD"  SF 0.9
  COMBO "UDCON21"  LOAD "EXP"  SF -1.2
  COMBO "UDCON21"  LOAD "EY"  SF -0.36
  COMBO "UDCON21"  LOAD "EV"  SF -1
  COMBO "UDCON22"  TYPE "ADD"  
  COMBO "UDCON22"  LOAD "DEAD"  SF 0.9
  COMBO "UDCON22"  LOAD "EXP"  SF 1.2
  COMBO "UDCON22"  LOAD "EY"  SF -0.36
  COMBO "UDCON22"  LOAD "EV"  SF -1
  COMBO "UDCON23"  TYPE "ADD"  
  COMBO "UDCON23"  LOAD "DEAD"  SF 0.9
  COMBO "UDCON23"  LOAD "EXN"  SF 1.2
  COMBO "UDCON23"  LOAD "EY"  SF 0.36
  COMBO "UDCON23"  LOAD "EV"  SF -1
  COMBO "UDCON24"  TYPE "ADD"  
  COMBO "UDCON24"  LOAD "DEAD"  SF 0.9
  COMBO "UDCON24"  LOAD "EXN"  SF -1.2
  COMBO "UDCON24"  LOAD "EY"  SF 0.36
  COMBO "UDCON24"  LOAD "EV"  SF -1
  COMBO "UDCON25"  TYPE "ADD"  
  COMBO "UDCON25"  LOAD "DEAD"  SF 0.9
  COMBO "UDCON25"  LOAD "EXN"  SF -1.2
  COMBO "UDCON25"  LOAD "EY"  SF -0.36
  COMBO "UDCON25"  LOAD "EV"  SF -1
  COMBO "UDCON26"  TYPE "ADD"  
  COMBO "UDCON26"  LOAD "DEAD"  SF 0.9
  COMBO "UDCON26"  LOAD "EXN"  SF 1.2
  COMBO "UDCON26"  LOAD "EY"  SF -0.36
  COMBO "UDCON26"  LOAD "EV"  SF -1
  COMBO "UDCON27"  TYPE "ADD"  
  COMBO "UDCON27"  LOAD "DEAD"  SF 0.9
  COMBO "UDCON27"  LOAD "EYP"  SF 1.2
  COMBO "UDCON27"  LOAD "EX"  SF 0.36
  COMBO "UDCON27"  LOAD "EV"  SF -1
  COMBO "UDCON28"  TYPE "ADD"  
  COMBO "UDCON28"  LOAD "DEAD"  SF 0.9
  COMBO "UDCON28"  LOAD "EYP"  SF -1.2
  COMBO "UDCON28"  LOAD "EX"  SF 0.36
  COMBO "UDCON28"  LOAD "EV"  SF -1
  COMBO "UDCON29"  TYPE "ADD"  
  COMBO "UDCON29"  LOAD "DEAD"  SF 0.9
  COMBO "UDCON29"  LOAD "EYP"  SF -1.2
  COMBO "UDCON29"  LOAD "EX"  SF -0.36
  COMBO "UDCON29"  LOAD "EV"  SF -1
  COMBO "UDCON30"  TYPE "ADD"  
  COMBO "UDCON30"  LOAD "DEAD"  SF 0.9
  COMBO "UDCON30"  LOAD "EYP"  SF 1.2
  COMBO "UDCON30"  LOAD "EX"  SF -0.36
  COMBO "UDCON30"  LOAD "EV"  SF -1
  COMBO "UDCON31"  TYPE "ADD"  
  COMBO "UDCON31"  LOAD "DEAD"  SF 0.9
  COMBO "UDCON31"  LOAD "EYN"  SF 1.2
  COMBO "UDCON31"  LOAD "EX"  SF 0.36
  COMBO "UDCON31"  LOAD "EV"  SF -1
  COMBO "UDCON32"  TYPE "ADD"  
  COMBO "UDCON32"  LOAD "DEAD"  SF 0.9
  COMBO "UDCON32"  LOAD "EYN"  SF -1.2
  COMBO "UDCON32"  LOAD "EX"  SF 0.36
  COMBO "UDCON32"  LOAD "EV"  SF -1
  COMBO "UDCON33"  TYPE "ADD"  
  COMBO "UDCON33"  LOAD "DEAD"  SF 0.9
  COMBO "UDCON33"  LOAD "EYN"  SF -1.2
  COMBO "UDCON33"  LOAD "EX"  SF -0.36
  COMBO "UDCON33"  LOAD "EV"  SF -1
  COMBO "UDCON34"  TYPE "ADD"  
  COMBO "UDCON34"  LOAD "DEAD"  SF 0.9
  COMBO "UDCON34"  LOAD "EYN"  SF 1.2
  COMBO "UDCON34"  LOAD "EX"  SF -0.36
  COMBO "UDCON34"  LOAD "EV"  SF -1

$ STEEL DESIGN PREFERENCES
  STEELPREFERENCE  CODE "AISC360-05/IBC2006"  THDESIGN "EVERYSTEP"  FRAMETYPE "SMF"  
  STEELPREFERENCE  SDC "D"  IMPORTANCEFACTOR 1 SYSTEMRHO 1 SYSTEMSDS 0 
  STEELPREFERENCE  SYSTEMR 8 OMEGA0 3 SYSTEMCD 5.5 
  STEELPREFERENCE  PROVISION "LRFD"  ANALYSISMETHOD "DIRECT ANALYSIS"  SECONDORDERMETHOD "GENERAL 2ND ORDER"  STIFFNESSREDUCTIONMETHOD "TAU-B VARIABLE"  
  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  HSSWELDINGTYPE "ERW"   REDUCEHSSTHICKNESS "NO"  
  STEELPREFERENCE  CONSIDERDEFLECTION "YES"  RELATIVEDEFLECTION "BOTH"  
  STEELPREFERENCE  DLDEFLECTIONLIMIT 120 SLDEFLECTIONLIMIT 120 LLDEFLECTIONLIMIT 360 TLDEFLECTIONLIMIT 240 TLMCDEFLECTIONLIMIT 240 
  STEELPREFERENCE  DLDEFLECTIONLIMITABS 2.54 SLDEFLECTIONLIMITABS 2.54 LLDEFLECTIONLIMITABS 2.54 TLDEFLECTIONLIMITABS 2.54 TLMCDEFLECTIONLIMITABS 2.54 
  STEELPREFERENCE  CALCULATECAMBER "NO"  PERCENTCAMBERWDL 1 CAMBERRELMAXLIMIT 180 CAMBERIGNORELIMIT 1.905 
  STEELPREFERENCE  CAMBERABSMAXLIMIT 10.16 CAMBERINTERVAL 0.635 CAMBERROUNDDOWN "YES"  
  STEELPREFERENCE  PATTERNLLF 0.75 MAXITERATION 1 SRLIMIT 0.95 

$ CONCRETE DESIGN PREFERENCES
  CONCRETEPREFERENCE  CODE "ACI 318-99"  THDESIGN "EVERYSTEP"    CONSIDERMINECCENTRICITY "YES"  
  CONCRETEPREFERENCE  NUMINTERCURVES 24  NUMINTERPOINTS 11  PATTERNLLF 0.75  UFLIMIT 0.95
  CONCRETEPREFERENCE  PHIBENDING 0.9  PHICOMP(T) 0.7  PHICOMP(S) 0.75  PHISHEAR 0.85

$ COMPOSITE DESIGN PREFERENCES
  COMPOSITEPREFERENCE  CODE "AISC-LRFD93"  
  COMPOSITEPREFERENCE  PHI-B 0.9  PHI-BCNE 0.9  PHI-BCNP 0.85  PHI-BCPE 0.9  PHI-BCPP 0.85  PHI-V 0.9
  COMPOSITEPREFERENCE  SHORED "NO"  %MIDDLERANGE 70  PATTERNLLF 0.75  SRLIMIT 1  SINGLESEGMENT "NO"    STUDINCREASEFACTOR 1  MINNUMEXTRASTUDS 0
  COMPOSITEPREFERENCE  DLLIMIT 0  SLLIMIT 240  LLLIMIT 360  TLLIMIT 240  CREEPFACTOR 1
  COMPOSITEPREFERENCE  %DLCAMBER 100  CAMBERIGNORE 1.905  CAMBERABSMAX 10.16  CAMBERRELMAX 180  CAMBERINTERVAL 0.635  CAMBERROUNDDOWN "YES"  
  COMPOSITEPREFERENCE  %VIBLL 25  CONSIDERFREQ "NO"  MINFREQ 8  CONSIDERDAMP "NO"  %INHERENTDAMP 4
  COMPOSITEPREFERENCE  VIBRATIONCRITERION "WALKING"  OCCUPANCYCATEGORY "PAPEROFFICE"  DAMPINGRATIO 0.03  WALKINGACCELERATIONLIMIT 0.005
  COMPOSITEPREFERENCE  RHYTHMICACTIVITY "AEROBICS"  AFFECTEDOCCUPANCYCATEGORY "PAPEROFFICE"
  COMPOSITEPREFERENCE  RHYTHMICACCELERATIONLIMIT 0.005  UPPERSTEPFREQUENCY 2.75  LOWERSTEPFREQUENCY 2
  COMPOSITEPREFERENCE  EQUIPMENTORUSECATEGORY "COMPUTERSYSTEM"  VIBVELOCITYLIMIT 0.02032
  COMPOSITEPREFERENCE  FOOTFALLIMPULSEFOFAST 5  FOOTFALLIMPULSEFOMODERATE 2.5  FOOTFALLIMPULSEFOSLOW 1.4
  COMPOSITEPREFERENCE  FOOTFALLIMPULSEFMFAST 142.8816  FOOTFALLIMPULSEFMMODERATE 127.0059  FOOTFALLIMPULSEFMSLOW 108.8622
  COMPOSITEPREFERENCE  OPTIMIZEPRICE "NO"  CONNECTORPRICE 0  CAMBERPRICE 0

$ WALL DESIGN PREFERENCES
  WALLPREFERENCE  CODE "ACI 318-99"  THDESIGN "EVERYSTEP"
  WALLPREFERENCE  REBARUNITS "in^2"  REBAR/LENGTHUNITS "in^2/ft"
  WALLPREFERENCE  PHI-B 0.9  PHI-C 0.7  PHI-VNS 0.85  PHI-VS 0.6  PMAXFACTOR 0.8
  WALLPREFERENCE  NUMCURVES 24  NUMPOINTS 11
  WALLPREFERENCE  PTMAX 0.06  PCMAX 0.04  IPMAX 0.02  IPMIN 0.0025
  WALLPREFERENCE  UFLIMIT 0.95

$ SPECIAL SEISMIC DATA
  SPECIALSEISMICDATA  USEFORDESIGN "NO"  

$ DIMENSION LINES
  DIMENSIONLINE  XI 0  YI 0  ZI 1200  XJ 0  YJ 600  ZJ 1200  XC -75  YC 300  ZC 1200  
  DIMENSIONLINE  XI 0  YI 0  ZI 900  XJ 0  YJ 600  ZJ 900  XC -75  YC 300  ZC 900  
  DIMENSIONLINE  XI 0  YI 0  ZI 600  XJ 0  YJ 600  ZJ 600  XC -75  YC 300  ZC 600  
  DIMENSIONLINE  XI 0  YI 0  ZI 300  XJ 0  YJ 600  ZJ 300  XC -75  YC 300  ZC 300  
  DIMENSIONLINE  XI 0  YI 0  ZI 0  XJ 0  YJ 600  ZJ 0  XC -75  YC 300  ZC 0  
  DIMENSIONLINE  XI 0  YI 600  ZI 1200  XJ 0  YJ 1200  ZJ 1200  XC -75  YC 900  ZC 1200  
  DIMENSIONLINE  XI 0  YI 600  ZI 900  XJ 0  YJ 1200  ZJ 900  XC -75  YC 900  ZC 900  
  DIMENSIONLINE  XI 0  YI 600  ZI 600  XJ 0  YJ 1200  ZJ 600  XC -75  YC 900  ZC 600  
  DIMENSIONLINE  XI 0  YI 600  ZI 300  XJ 0  YJ 1200  ZJ 300  XC -75  YC 900  ZC 300  
  DIMENSIONLINE  XI 0  YI 600  ZI 0  XJ 0  YJ 1200  ZJ 0  XC -75  YC 900  ZC 0  
  DIMENSIONLINE  XI 0  YI 1200  ZI 1200  XJ 0  YJ 1800  ZJ 1200  XC -75  YC 1500  ZC 1200  
  DIMENSIONLINE  XI 0  YI 1200  ZI 900  XJ 0  YJ 1800  ZJ 900  XC -75  YC 1500  ZC 900  
  DIMENSIONLINE  XI 0  YI 1200  ZI 600  XJ 0  YJ 1800  ZJ 600  XC -75  YC 1500  ZC 600  
  DIMENSIONLINE  XI 0  YI 1200  ZI 300  XJ 0  YJ 1800  ZJ 300  XC -75  YC 1500  ZC 300  
  DIMENSIONLINE  XI 0  YI 1200  ZI 0  XJ 0  YJ 1800  ZJ 0  XC -75  YC 1500  ZC 0  
  DIMENSIONLINE  XI 0  YI 1800  ZI 1200  XJ 600  YJ 1800  ZJ 1200  XC 300  YC 1875  ZC 1200  
  DIMENSIONLINE  XI 0  YI 1800  ZI 900  XJ 600  YJ 1800  ZJ 900  XC 300  YC 1875  ZC 900  
  DIMENSIONLINE  XI 0  YI 1800  ZI 600  XJ 600  YJ 1800  ZJ 600  XC 300  YC 1875  ZC 600  
  DIMENSIONLINE  XI 0  YI 1800  ZI 300  XJ 600  YJ 1800  ZJ 300  XC 300  YC 1875  ZC 300  
  DIMENSIONLINE  XI 0  YI 1800  ZI 0  XJ 600  YJ 1800  ZJ 0  XC 300  YC 1875  ZC 0  
  DIMENSIONLINE  XI 600  YI 1800  ZI 1200  XJ 1200  YJ 1800  ZJ 1200  XC 900  YC 1875  ZC 1200  
  DIMENSIONLINE  XI 600  YI 1800  ZI 900  XJ 1200  YJ 1800  ZJ 900  XC 900  YC 1875  ZC 900  
  DIMENSIONLINE  XI 600  YI 1800  ZI 600  XJ 1200  YJ 1800  ZJ 600  XC 900  YC 1875  ZC 600  
  DIMENSIONLINE  XI 600  YI 1800  ZI 300  XJ 1200  YJ 1800  ZJ 300  XC 900  YC 1875  ZC 300  
  DIMENSIONLINE  XI 600  YI 1800  ZI 0  XJ 1200  YJ 1800  ZJ 0  XC 900  YC 1875  ZC 0  
  DIMENSIONLINE  XI 1200  YI 1800  ZI 1200  XJ 1800  YJ 1800  ZJ 1200  XC 1500  YC 1875  ZC 1200  
  DIMENSIONLINE  XI 1200  YI 1800  ZI 900  XJ 1800  YJ 1800  ZJ 900  XC 1500  YC 1875  ZC 900  
  DIMENSIONLINE  XI 1200  YI 1800  ZI 600  XJ 1800  YJ 1800  ZJ 600  XC 1500  YC 1875  ZC 600  
  DIMENSIONLINE  XI 1200  YI 1800  ZI 300  XJ 1800  YJ 1800  ZJ 300  XC 1500  YC 1875  ZC 300  
  DIMENSIONLINE  XI 1200  YI 1800  ZI 0  XJ 1800  YJ 1800  ZJ 0  XC 1500  YC 1875  ZC 0  

$ LOG
  STARTCOMMENTS  
ETABS Nonlinear 9.7.4 File saved as D:\University\documents\workshop\maragheh\ETABS9-0.3.EDB at 11/27/2015 8:41:00 PM
ETABS Nonlinear 9.7.4 File saved as D:\University\documents\workshop\maragheh\ETABS9-0.3.EDB at 11/27/2015 8:42:27 PM
ETABS Nonlinear 9.7.4 File saved as D:\University\documents\workshop\maragheh\ETABS9-0.3.EDB at 11/27/2015 8:48:07 PM
ETABS Nonlinear 9.7.4 File saved as D:\University\documents\workshop\maragheh\ETABS9-0.3.EDB at 11/27/2015 8:54:25 PM
ETABS Nonlinear 9.7.4 File saved as D:\University\documents\workshop\maragheh\ETABS9-0.3.EDB at 11/27/2015 8:54:34 PM
ETABS Display 9.7.4 File imported from  D:\University\documents\workshop\maragheh\ETABS9-0.3.e2k at  11/27/2015 8:57:15 PM
ETABS Nonlinear 9.7.4 File saved as D:\University\documents\workshop\maragheh\ETABS9-0.3.EDB at 11/27/2015 8:57:28 PM
ETABS Nonlinear 9.7.4 File saved as D:\University\documents\workshop\maragheh\ETABS9-HOSEINZADEHASL-0.3-RHO1.EDB at 11/28/2015 11:04:07 PM
ETABS Nonlinear 9.7.4 File saved as D:\University\documents\workshop\maragheh\ETABS9-HOSEINZADEHASL-0.3-RHO1.EDB at 11/28/2015 11:04:17 PM
ETABS Nonlinear 9.7.4 File saved as D:\University\documents\workshop\maragheh\ETABS9-HOSEINZADEHASL-0.3-RHO1.EDB at 11/28/2015 11:04:25 PM
ETABS Nonlinear 9.7.4 File saved as D:\University\documents\workshop\maragheh\ETABS9-HOSEINZADEHASL-0.3-RHO1.2.EDB at 11/28/2015 11:04:40 PM
ETABS Display 9.7.4 File imported from  D:\University\documents\workshop\maragheh\ETABS9-HOSEINZADEHASL-0.3-RHO1.2.e2k at  11/28/2015 11:11:21 PM
ETABS Nonlinear 9.7.4 File saved as D:\University\documents\workshop\maragheh\ETABS9-HOSEINZADEHASL-0.3-RHO1.2.EDB at 11/28/2015 11:11:23 PM
ETABS Nonlinear 9.7.4 File saved as D:\University\documents\workshop\maragheh\ETABS9-HOSEINZADEHASL-0.3-RHO1.2.EDB at 11/28/2015 11:12:20 PM
  ENDCOMMENTS  

  END
$ END OF MODEL FILE
