$ File C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.$et saved 2/6/2018 3:54:12 PM
 
$ PROGRAM INFORMATION
  PROGRAM  "ETABS 2016"  VERSION "16.2.1"  

$ CONTROLS
  UNITS  "LB"  "IN"  "F"  
  TITLE2  "1"  
  PREFERENCE  MERGETOL 0.1
  RLLF  METHOD "ASCE7-10"  USEDEFAULTMIN "YES"  

$ STORIES - IN SEQUENCE FROM TOP
  STORY "Story4"  HEIGHT 156 
  STORY "Story3"  HEIGHT 156 
  STORY "Story2"  HEIGHT 156 
  STORY "Story1"  HEIGHT 180 
  STORY "Base"  ELEV 0 

$ GRIDS
  GRIDSYSTEM "G1"  TYPE "CARTESIAN"  BUBBLESIZE 60 
  GRID "G1"  LABEL "A"  DIR "X"  COORD 0 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "B"  DIR "X"  COORD 360 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "C"  DIR "X"  COORD 720 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "D"  DIR "X"  COORD 1080 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "2"  DIR "Y"  COORD 360 VISIBLE "Yes"  BUBBLELOC "Start"  

$ DIAPHRAGM NAMES
  DIAPHRAGM "D1"    TYPE RIGID

$ MATERIAL PROPERTIES
  MATERIAL  "A992Fy50"    TYPE "Steel"    WEIGHTPERVOLUME 0.2835648
  MATERIAL  "A992Fy50"    SYMTYPE "Isotropic"  E 2.9E+07  U 0.3  A 6.49999992674566E-06
  MATERIAL  "A992Fy50"  FY 50000  FU 65000 FYE 55000  FUE 71500
  MATERIAL  "A992Fy50"  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  "4000Psi"    TYPE "Concrete"    WEIGHTPERVOLUME 0.08680555
  MATERIAL  "4000Psi"    SYMTYPE "Isotropic"  E 4002206  U 0.2  A 5.50000004295725E-06
  MATERIAL  "4000Psi"    FC 4999.45038714345
  MATERIAL  "4000Psi"  TIMEDEPCONCCODE "CEBFIP90"  
  MATERIAL  "4000Psi"  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"    WEIGHTPERVOLUME 0.2835648
  MATERIAL  "A615Gr60"    SYMTYPE "Uniaxial"  E 2.9E+07  A 6.49999992674566E-06
  MATERIAL  "A615Gr60"  FY 60000  FU 90000
  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"    WEIGHTPERVOLUME 0.2835648
  MATERIAL  "A416Gr270"    SYMTYPE "Uniaxial"  E 2.85E+07  A 6.49999992674566E-06
  MATERIAL  "A416Gr270"  FY 245100  FU 270000
  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 

$ REBAR DEFINITIONS
  REBARDEFINITION  "#2"  AREA  0.05 DIA  0.25 
  REBARDEFINITION  "#3"  AREA  0.11 DIA  0.375 
  REBARDEFINITION  "#4"  AREA  0.2 DIA  0.5 
  REBARDEFINITION  "#5"  AREA  0.31 DIA  0.625 
  REBARDEFINITION  "#6"  AREA  0.44 DIA  0.75 
  REBARDEFINITION  "#7"  AREA  0.6 DIA  0.875 
  REBARDEFINITION  "#8"  AREA  0.79 DIA  1 
  REBARDEFINITION  "#9"  AREA  1 DIA  1.128 
  REBARDEFINITION  "#10"  AREA  1.27 DIA  1.27 
  REBARDEFINITION  "#11"  AREA  1.56 DIA  1.41 
  REBARDEFINITION  "#14"  AREA  2.25 DIA  1.693 
  REBARDEFINITION  "#18"  AREA  4 DIA  2.257 

$ FRAME SECTIONS
  FRAMESECTION  "B30X30"  MATERIAL "4000Psi"  SHAPE "Concrete Rectangular"  D 30 B 30 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "B24X30"  MATERIAL "4000Psi"  SHAPE "Concrete Rectangular"  D 24 B 30 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C30X30(1)E"  MATERIAL "4000Psi"  SHAPE "Concrete Rectangular"  D 30 B 30 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C30X30(2)E"  MATERIAL "4000Psi"  SHAPE "Concrete Rectangular"  D 30 B 30 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C30X30(3)E"  MATERIAL "4000Psi"  SHAPE "Concrete Rectangular"  D 30 B 30 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C30X30(4)E"  MATERIAL "4000Psi"  SHAPE "Concrete Rectangular"  D 30 B 30 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C30X30(1)I"  MATERIAL "4000Psi"  SHAPE "Concrete Rectangular"  D 30 B 30 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C30X30(2)I"  MATERIAL "4000Psi"  SHAPE "Concrete Rectangular"  D 30 B 30 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C30X30(3)I"  MATERIAL "4000Psi"  SHAPE "Concrete Rectangular"  D 30 B 30 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "C30X40(4)I"  MATERIAL "4000Psi"  SHAPE "Concrete Rectangular"  D 30 B 30 INCLUDEAUTORIGIDZONEAREA "No"  

$ CONCRETE SECTIONS
  CONCRETESECTION  "B30X30"  LONGBARMATERIAL "A615Gr60"  CONFINEBARMATERIAL "A615Gr60"  TYPE "Beam"  COVERTOP 5 COVERBOTTOM 5 ATI 0 ABI 0 ATJ 0 ABJ 0 
  CONCRETESECTION  "B24X30"  LONGBARMATERIAL "A615Gr60"  CONFINEBARMATERIAL "A615Gr60"  TYPE "Beam"  COVERTOP 5 COVERBOTTOM 5 ATI 0 ABI 0 ATJ 0 ABJ 0 
  CONCRETESECTION  "C30X30(1)E"  LONGBARMATERIAL "A615Gr60"  CONFINEBARMATERIAL "A615Gr60"  TYPE "Column"  PATTERN "R-4-4"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 2 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 4 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "C30X30(2)E"  LONGBARMATERIAL "A615Gr60"  CONFINEBARMATERIAL "A615Gr60"  TYPE "Column"  PATTERN "R-3-3"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 2 LONGBARAREA 1.56 CONFINEBARAREA 0.2 CONFINEBARSPACING 4 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "C30X30(3)E"  LONGBARMATERIAL "A615Gr60"  CONFINEBARMATERIAL "A615Gr60"  TYPE "Column"  PATTERN "R-4-4"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 2 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 4 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "C30X30(4)E"  LONGBARMATERIAL "A615Gr60"  CONFINEBARMATERIAL "A615Gr60"  TYPE "Column"  PATTERN "R-4-4"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 2 LONGBARAREA 0.79 CONFINEBARAREA 0.2 CONFINEBARSPACING 4 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "C30X30(1)I"  LONGBARMATERIAL "A615Gr60"  CONFINEBARMATERIAL "A615Gr60"  TYPE "Column"  PATTERN "R-7-7"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 2 LONGBARAREA 0.6 CONFINEBARAREA 0.2 CONFINEBARSPACING 4 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "C30X30(2)I"  LONGBARMATERIAL "A615Gr60"  CONFINEBARMATERIAL "A615Gr60"  TYPE "Column"  PATTERN "R-4-4"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 2 LONGBARAREA 1.27 CONFINEBARAREA 0.2 CONFINEBARSPACING 2 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "C30X30(3)I"  LONGBARMATERIAL "A615Gr60"  CONFINEBARMATERIAL "A615Gr60"  TYPE "Column"  PATTERN "R-7-7"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 2 LONGBARAREA 0.6 CONFINEBARAREA 0.2 CONFINEBARSPACING 4 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "C30X40(4)I"  LONGBARMATERIAL "A615Gr60"  CONFINEBARMATERIAL "A615Gr60"  TYPE "Column"  PATTERN "R-4-4"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 2 LONGBARAREA 0.79 CONFINEBARAREA 0.2 CONFINEBARSPACING 4 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 

$ TENDON SECTIONS
  TENDONSECTION  "Tendon1"  MATERIAL  "A416Gr270"  STRANDAREA  0.153

$ SECTION DESIGNER SECTIONS

$ SLAB PROPERTIES
  SHELLPROP  "Slab1"  PROPTYPE  "Slab"  MATERIAL "4000Psi"  MODELINGTYPE "ShellThin"  SLABTYPE "Slab"  SLABTHICKNESS 8 
  SHELLPROP  "Plank1"  PROPTYPE  "Slab"  MATERIAL "4000Psi"  MODELINGTYPE "Membrane"  ONEWAYLOADDIST "Yes"  SLABTYPE "Slab"  SLABTHICKNESS 8 

$ DECK PROPERTIES
  SHELLPROP  "Deck1"  PROPTYPE  "Deck"  DECKTYPE "Filled"  CONCMATERIAL "4000Psi"  DECKMATERIAL "A992Fy50"  DECKSLABDEPTH 3.5 DECKRIBDEPTH 3 DECKRIBWIDTHTOP 7 DECKRIBWIDTHBOTTOM 5 DECKRIBSPACING 12 DECKSHEARTHICKNESS 0.035 DECKUNITWEIGHT 0.01597222 SHEARSTUDDIAM 0.75 SHEARSTUDHEIGHT 6 SHEARSTUDFU 65000 

$ WALL PROPERTIES
  SHELLPROP  "Wall1"  PROPTYPE  "Wall"  MATERIAL "4000Psi"  MODELINGTYPE "ShellThin"  WALLTHICKNESS 12 

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

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

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

$ POINT COORDINATES
  POINT "2"  0 360 
  POINT "6"  360 360 
  POINT "10"  720 360 
  POINT "14"  1080 360 

$ LINE CONNECTIVITIES
  LINE  "C2"  COLUMN  "2"  "2"  1
  LINE  "C6"  COLUMN  "6"  "6"  1
  LINE  "C10"  COLUMN  "10"  "10"  1
  LINE  "C14"  COLUMN  "14"  "14"  1
  LINE  "B16"  BEAM  "2"  "6"  0
  LINE  "B17"  BEAM  "6"  "10"  0
  LINE  "B18"  BEAM  "10"  "14"  0

$ POINT ASSIGNS
  POINTASSIGN  "2"  "Story1"  DIAPH "D1"  
  POINTASSIGN  "2"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  DIAPH "D1"  
  POINTASSIGN  "6"  "Story1"  DIAPH "D1"  
  POINTASSIGN  "6"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  DIAPH "D1"  
  POINTASSIGN  "10"  "Story1"  DIAPH "D1"  
  POINTASSIGN  "10"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  DIAPH "D1"  
  POINTASSIGN  "14"  "Story1"  DIAPH "D1"  
  POINTASSIGN  "14"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  DIAPH "D1"  
  POINTASSIGN  "2"  "Story2"  DIAPH "D1"  
  POINTASSIGN  "6"  "Story2"  DIAPH "D1"  
  POINTASSIGN  "10"  "Story2"  DIAPH "D1"  
  POINTASSIGN  "14"  "Story2"  DIAPH "D1"  
  POINTASSIGN  "2"  "Story3"  DIAPH "D1"  
  POINTASSIGN  "6"  "Story3"  DIAPH "D1"  
  POINTASSIGN  "10"  "Story3"  DIAPH "D1"  
  POINTASSIGN  "14"  "Story3"  DIAPH "D1"  
  POINTASSIGN  "2"  "Story4"  DIAPH "D1"  
  POINTASSIGN  "6"  "Story4"  DIAPH "D1"  
  POINTASSIGN  "10"  "Story4"  DIAPH "D1"  
  POINTASSIGN  "14"  "Story4"  DIAPH "D1"  

$ LINE ASSIGNS
  LINEASSIGN  "C2"  "Story1"  SECTION "C30X30(1)E"  PROPMODI22 0.7 PROPMODI33 0.7 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C6"  "Story1"  SECTION "C30X30(1)I"  PROPMODI22 0.7 PROPMODI33 0.7 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C10"  "Story1"  SECTION "C30X30(1)I"  PROPMODI22 0.7 PROPMODI33 0.7 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C14"  "Story1"  SECTION "C30X30(1)E"  PROPMODI22 0.7 PROPMODI33 0.7 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "Story2"  SECTION "C30X30(2)E"  PROPMODI22 0.7 PROPMODI33 0.7 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C6"  "Story2"  SECTION "C30X30(2)I"  PROPMODI22 0.7 PROPMODI33 0.7 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C10"  "Story2"  SECTION "C30X30(2)I"  PROPMODI22 0.7 PROPMODI33 0.7 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C14"  "Story2"  SECTION "C30X30(2)E"  PROPMODI22 0.7 PROPMODI33 0.7 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "Story3"  SECTION "C30X30(3)E"  PROPMODI22 0.7 PROPMODI33 0.7 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C6"  "Story3"  SECTION "C30X30(3)I"  PROPMODI22 0.7 PROPMODI33 0.7 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C10"  "Story3"  SECTION "C30X30(3)I"  PROPMODI22 0.7 PROPMODI33 0.7 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C14"  "Story3"  SECTION "C30X30(3)E"  PROPMODI22 0.7 PROPMODI33 0.7 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "Story4"  SECTION "C30X30(4)E"  PROPMODI22 0.7 PROPMODI33 0.7 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C6"  "Story4"  SECTION "C30X40(4)I"  PROPMODI22 0.7 PROPMODI33 0.7 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C10"  "Story4"  SECTION "C30X40(4)I"  PROPMODI22 0.7 PROPMODI33 0.7 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C14"  "Story4"  SECTION "C30X30(4)E"  PROPMODI22 0.7 PROPMODI33 0.7 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "Story4"  SECTION "B24X30"  PROPMODI33 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "Story4"  SECTION "B24X30"  PROPMODI33 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "Story4"  SECTION "B24X30"  PROPMODI33 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "Story3"  SECTION "B24X30"  PROPMODI33 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "Story3"  SECTION "B24X30"  PROPMODI33 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "Story3"  SECTION "B24X30"  PROPMODI33 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "Story2"  SECTION "B30X30"  PROPMODI33 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "Story2"  SECTION "B30X30"  PROPMODI33 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "Story2"  SECTION "B30X30"  PROPMODI33 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "Story1"  SECTION "B30X30"  PROPMODI33 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "Story1"  SECTION "B30X30"  PROPMODI33 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "Story1"  SECTION "B30X30"  PROPMODI33 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  

$ LOAD PATTERNS
  LOADPATTERN "Dead"  TYPE  "Dead"  SELFWEIGHT  1
  LOADPATTERN "Live"  TYPE  "Live"  SELFWEIGHT  0
  LOADPATTERN "Ex"  TYPE  "Seismic"  SELFWEIGHT  0
  SEISMIC "Ex"  "ASCE 7-02"    DIR "X X+ECC X-ECC"  ECC 0.05  TOPSTORY "Story4"    BOTTOMSTORY "Base"   PERIODTYPE "PROGCALC"   CT 0.035  SEISMICGROUP "I"    SITECLASS "C"    Ss 1.5  S1 0.9  R 8

$ POINT OBJECT LOADS

$ FRAME OBJECT LOADS
  LINELOAD  "B16"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 125
  LINELOAD  "B16"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 437.5
  LINELOAD  "B17"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 125
  LINELOAD  "B17"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 437.5
  LINELOAD  "B18"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 125
  LINELOAD  "B18"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 437.5
  LINELOAD  "B16"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 125
  LINELOAD  "B16"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 437.5
  LINELOAD  "B17"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 125
  LINELOAD  "B17"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 437.5
  LINELOAD  "B18"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 125
  LINELOAD  "B18"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 437.5
  LINELOAD  "B16"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 125
  LINELOAD  "B16"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 437.5
  LINELOAD  "B17"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 125
  LINELOAD  "B17"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 437.5
  LINELOAD  "B18"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 125
  LINELOAD  "B18"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 437.5
  LINELOAD  "B16"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 125
  LINELOAD  "B16"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 437.5
  LINELOAD  "B17"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 125
  LINELOAD  "B17"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 437.5
  LINELOAD  "B18"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 125
  LINELOAD  "B18"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 437.5

$ ANALYSIS OPTIONS
  ACTIVEDOF "UX UZ RY"  
  MODELHINGESINLINKS "Yes"  HINGEDAMPINGOPTION "KT"  
  PDELTA  METHOD "ITERATIVE"  TOL 0.0001
  PDELTA  LOAD "Dead"  FACTOR 1.2
  PDELTA  LOAD "Live"  FACTOR 1
  AUTORECTMESH  LOCALIZEDFLOORMESHING  "Yes"  FLOORMESHMERGEJOINTS  "Yes"  FLOORMESHMAXSIZE  48 WALLMESHMAXSIZE  48 

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

$ 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  4 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 "Ex"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Ex"  LOADPAT  "Ex"  SF  1 

$ LOAD COMBINATIONS

$ STEEL DESIGN PREFERENCES
  STEELPREFERENCE  CODE "AISC 360-10"  THDESIGN "EVERYSTEP-ALL"  FRAMETYPE "SMF"  
  STEELPREFERENCE  SDC "D"  IMPORTANCEFACTOR 1 SYSTEMRHO 1 SYSTEMSDS 0.5 
  STEELPREFERENCE  SYSTEMR 8 OMEGA0 3 SYSTEMCD 5.5 
  STEELPREFERENCE  PROVISION "LRFD"  ANALYSISMETHOD "DIRECT ANALYSIS"  SECONDORDERMETHOD "GENERAL 2ND ORDER"  STIFFNESSREDUCTIONMETHOD "TAU-B FIXED"  AANOTIONALTOLATERALCOMBOS "NO"  BETA 1.3 BETAOMEGA 1.6 
  STEELPREFERENCE  PHIBAISC05 0.9 PHICAISC05 0.9 PHITYAISC05 0.9 PHITFAISC05 0.75 
  STEELPREFERENCE  PHIVAISC05 0.9 PHIVROLLEDIAISC05 1 PHITORSIONAISC05 0.9 
  STEELPREFERENCE  IGNORESEISMICCODE "NO"  IGNORESPECIALSEISMICLOAD "NO"  ISDOUBLERPLATEPLUGWELDED "YES"  
  STEELPREFERENCE  HSSWELDINGTYPE "ERW"   REDUCEHSSTHICKNESS "NO"  
  STEELPREFERENCE  CONSIDERDEFLECTION "YES"  RELATIVEDEFLECTION "RATIO"  
  STEELPREFERENCE  DLDEFLECTIONLIMIT 120 SLDEFLECTIONLIMIT 120 LLDEFLECTIONLIMIT 360 TLDEFLECTIONLIMIT 240 TLMCDEFLECTIONLIMIT 240 
  STEELPREFERENCE  DLDEFLECTIONLIMITABS 1 SLDEFLECTIONLIMITABS 1 LLDEFLECTIONLIMITABS 1 TLDEFLECTIONLIMITABS 1 TLMCDEFLECTIONLIMITABS 1 
  STEELPREFERENCE  CALCULATECAMBER "NO"  PERCENTCAMBERWDL 1 CAMBERRELMAXLIMIT 180 CAMBERIGNORELIMIT 0.75 
  STEELPREFERENCE  CAMBERABSMAXLIMIT 4 CAMBERINTERVAL 0.25 CAMBERROUNDDOWN "YES"  
  STEELPREFERENCE  PATTERNLLF 0.75 MAXITERATION 1 SRLIMIT 0.95 

$ CONCRETE DESIGN PREFERENCES
  CONCRETEPREFERENCE  CODE "ACI 318-08"THDESIGN "EVERYSTEP-ALL"    CONSIDERMINECCENTRICITY "YES"  
  CONCRETEPREFERENCE  NUMINTERCURVES 24  NUMINTERPOINTS 11  PATTERNLLF 0.75  UFLIMIT 1
  CONCRETEPREFERENCE  SDC "D"    RHO 1  SDS 0  PHITENSIONCTRL 0.9  PHICOMPRESSIONCTRLTIED 0.65  PHICOMPRESSIONCTRLSPIRAL 0.75  PHISHEARTORSION 0.75  PHISHEARSEISMIC 0.6  PHISHEARJOINT 0.85

$ COMPOSITE DESIGN PREFERENCES
  COMPOSITEPREFERENCE  CODE "AISC 360-10"  
  COMPOSITEPREFERENCE  PHI-B 0.9  PHI-BCNE 0.9  PHI-BCNP 0.9  PHI-BCPE 0.9  PHI-BCPP 0.9  PHI-V 0.9
  COMPOSITEPREFERENCE  SHORED "NO"  %MIDDLERANGE 70  PATTERNLLF 0.75  SRLIMIT 1  SINGLESEGMENT "NO"    STUDINCREASEFACTOR 1  MINNUMEXTRASTUDS 0
  COMPOSITEPREFERENCE  DLLIMIT 0  SLLIMIT 240  LLLIMIT 360  TLLIMIT 240  CREEPFACTOR 1
  COMPOSITEPREFERENCE  %DLCAMBER 80  CAMBERIGNORE 0.75  CAMBERABSMAX 6  CAMBERRELMAX 180  CAMBERINTERVAL 0.25  CAMBERROUNDDOWN "YES"  
  COMPOSITEPREFERENCE  %VIBLL 25  CONSIDERFREQ "NO"  MINFREQ 8  CONSIDERDAMP "NO"  %INHERENTDAMP 4
  COMPOSITEPREFERENCE  VIBRATIONCRITERION "WALKING"  OCCUPANCYCATEGORY "PAPEROFFICE"  DAMPINGRATIO 0.025  WALKINGACCELERATIONLIMIT 0.005
  COMPOSITEPREFERENCE  RHYTHMICACTIVITY "AEROBICS"  AFFECTEDOCCUPANCYCATEGORY "PAPEROFFICE"
  COMPOSITEPREFERENCE  RHYTHMICACCELERATIONLIMIT 0.005  UPPERSTEPFREQUENCY 2.75  LOWERSTEPFREQUENCY 2
  COMPOSITEPREFERENCE  EQUIPMENTORUSECATEGORY "COMPUTERSYSTEM"  VIBVELOCITYLIMIT 0.008
  COMPOSITEPREFERENCE  FOOTFALLIMPULSEFOFAST 5  FOOTFALLIMPULSEFOMODERATE 2.5  FOOTFALLIMPULSEFOSLOW 1.2
  COMPOSITEPREFERENCE  FOOTFALLIMPULSEFMFAST 315  FOOTFALLIMPULSEFMMODERATE 280  FOOTFALLIMPULSEFMSLOW 240
  COMPOSITEPREFERENCE  OPTIMIZEPRICE "YES"  CONNECTORPRICE 2  CAMBERPRICE 0

$ WALL DESIGN PREFERENCES
  WALLPREFERENCE  CODE "ACI 318-08"  THDESIGN "ENVELOPES-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 318-08"  PHITENACI 0.9  PHICOMPACI 0.65  PHISHEARACI 0.75
  CONCRETESLABPREFERENCE  COVERTOP 0.75  COVERBOT 0.75  BARSIZE "#6"  INNERLAYER "B"    PTCGSTOP 1  PTCGSBOTEXT 1.75  PTCGSBOTINT 1  SLABTYPE "Two Way"  
  CONCRETESLABPREFERENCE  USERSTRESS "No"  INITCONCRAT 0.8  LLFRACTION 0.5

$ DIMENSION LINES
  DIMLINE DEFAULTSYSTEM G1

$ TABLE SETS

$ LOG
  STARTCOMMENTS  

ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 11:39:06 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 11:39:47 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 11:39:59 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 11:40:12 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 11:40:17 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 11:40:20 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 11:42:07 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 11:43:06 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 11:43:11 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 11:43:14 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 11:46:44 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 11:46:49 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 11:46:52 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 11:48:53 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 11:48:58 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 11:49:00 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 11:56:39 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 11:56:44 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 11:56:46 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:05:00 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:05:05 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:05:07 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:08:32 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:08:37 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:08:39 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:13:05 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:13:10 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:13:11 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:16:33 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:16:38 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:16:40 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:17:49 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:18:21 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:18:26 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:18:27 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:18:49 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:18:54 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:18:55 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:20:41 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:20:46 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:20:47 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:22:42 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:22:47 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:22:48 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:28:42 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:28:47 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:28:48 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:29:33 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:29:38 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:29:41 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:31:52 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:31:57 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:32:00 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:32:23 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:32:28 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:32:31 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:36:01 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:36:03 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:36:08 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 2:36:10 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 3:09:46 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 3:09:51 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 3:09:53 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\Asus\Desktop\Mohamad Ghaderi\New folder\1.EDB at 2/6/2018 3:54:12 PM
  ENDCOMMENTS  

  END
$ END OF MODEL FILE
