$ File D:\University\documents\workshop\maragheh\ETABS2015-HOSEINZADEHASL-0.35-RHO1.e2k saved 11/28/2015 10:50:05 PM
 
$ PROGRAM INFORMATION
  PROGRAM  "ETABS 2015"  VERSION "15.1.0"  

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

$ STORIES - IN SEQUENCE FROM TOP
  STORY "Story4"  HEIGHT 3400 
  STORY "Story3"  HEIGHT 3400 
  STORY "Story2"  HEIGHT 2800 
  STORY "Story1"  HEIGHT 3200 
  STORY "Base"  ELEV -3300 

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

$ DIAPHRAGM NAMES
  DIAPHRAGM "D1"    TYPE RIGID

$ MATERIAL PROPERTIES
  MATERIAL  "S240"    TYPE "Steel"    WEIGHTPERVOLUME 7.697286E-05
  MATERIAL  "S240"    SYMTYPE "Isotropic"  E 199948  U 0.3  A 1.16999999590917E-05
  MATERIAL  "S240"  FY 240  FU 370 FYE 276  FUE 425.5
  MATERIAL  "S240"  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  "C24"    TYPE "Concrete"    WEIGHTPERVOLUME 2.356312E-05
  MATERIAL  "C24"    SYMTYPE "Isotropic"  E 23025  U 0.2  A 9.89999989542412E-06
  MATERIAL  "C24"    FC 24
  MATERIAL  "C24"  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  "C24"  TIMEDEPCONCCODE "CEBFIP90"  
  MATERIAL  "AIII"    TYPE "Rebar"    WEIGHTPERVOLUME 7.697286E-05
  MATERIAL  "AIII"    SYMTYPE "Uniaxial"  E 199948  A 1.16999999590917E-05
  MATERIAL  "AIII"  FY 400  FU 600
  MATERIAL  "AIII"  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  "AII"    TYPE "Rebar"    WEIGHTPERVOLUME 7.697286E-05
  MATERIAL  "AII"    SYMTYPE "Uniaxial"  E 199948  A 1.16999999590917E-05
  MATERIAL  "AII"  FY 300  FU 500
  MATERIAL  "AII"  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 

$ 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  "FSec1"  MATERIAL "S240"  SHAPE "Steel I/Wide Flange"  D 450 B 250 TF 25 TW 13 

$ SLAB PROPERTIES
  SHELLPROP  "Slab20"  PROPTYPE  "Slab"  MATERIAL "C24"  MODELINGTYPE "ShellThin"  SLABTYPE "Slab"  SLABTHICKNESS 200 NOTIONALUSERVALUE 100 
  SHELLPROP  "Slab20M"  PROPTYPE  "Slab"  MATERIAL "C24"  MODELINGTYPE "Membrane"  SLABTYPE "Slab"  SLABTHICKNESS 200 NOTIONALUSERVALUE 100 

$ DECK PROPERTIES
  SHELLPROP  "TIRCHE"  PROPTYPE  "Deck"  DECKTYPE "Filled"  CONCMATERIAL "C24"  DECKMATERIAL "S240"  DECKSLABDEPTH 50 DECKRIBDEPTH 250 DECKRIBWIDTHTOP 100 DECKRIBWIDTHBOTTOM 100 DECKRIBSPACING 500 DECKSHEARTHICKNESS 1 DECKUNITWEIGHT 0 SHEARSTUDDIAM 19 SHEARSTUDHEIGHT 150 SHEARSTUDFU 4000 
  SHELLPROP  "ST-D"  PROPTYPE  "Deck"  DECKTYPE "Filled"  CONCMATERIAL "C24"  DECKMATERIAL "S240"  DECKSLABDEPTH 87.5 DECKRIBDEPTH 75 DECKRIBWIDTHTOP 175 DECKRIBWIDTHBOTTOM 125 DECKRIBSPACING 300 DECKSHEARTHICKNESS 1 DECKUNITWEIGHT 0.0001101246 SHEARSTUDDIAM 19 SHEARSTUDHEIGHT 150 SHEARSTUDFU 4000 

$ WALL PROPERTIES
  SHELLPROP  "Wall1"  PROPTYPE  "Wall"  MATERIAL "C24"  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 "Live"  TYPE  "Live"  SELFWEIGHT  0
  LOADPATTERN "LRED"  TYPE  "Reducible Live"  SELFWEIGHT  0
  LOADPATTERN "LRED0.5"  TYPE  "Reducible Live"  SELFWEIGHT  0
  LOADPATTERN "LPARTITION"  TYPE  "Live"  SELFWEIGHT  0
  LOADPATTERN "LROOF"  TYPE  "Roof Live"  SELFWEIGHT  0
  LOADPATTERN "SNOW"  TYPE  "Snow"  SELFWEIGHT  0
  LOADPATTERN "WALL"  TYPE  "Other"  SELFWEIGHT  0
  LOADPATTERN "EXALL"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "EYALL"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "EX"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "EY"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "EV"  TYPE  "Other"  SELFWEIGHT  0
  LOADPATTERN "EXDRIFT"  TYPE  "Seismic (Drift)"  SELFWEIGHT  0
  LOADPATTERN "EYDRIFT"  TYPE  "Seismic (Drift)"  SELFWEIGHT  0
  LOADPATTERN "NDX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Dead"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NDY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Dead"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  LOADPATTERN "NLX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Live"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NLY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Live"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  LOADPATTERN "NLREDX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "LRED"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NLREDY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "LRED"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  LOADPATTERN "NLRED0.5X"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "LRED0.5"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NLRED0.5Y"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "LRED0.5"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  LOADPATTERN "NLPARTX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "LPARTITION"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NLPARTY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "LPARTITION"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  LOADPATTERN "NLROOFX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "LROOF"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NLROOFY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "LROOF"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  LOADPATTERN "NSX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "SNOW"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NSY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "SNOW"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  SEISMIC "EXALL"  "User Coefficient"    DIR "X X+ECC X-ECC"  ECC 0.05  TOPSTORY "Story4"    BOTTOMSTORY "Story1"    SHEARCOEFF 0.1378  HEIGHTEXPONENT 1.2751
  SEISMIC "EYALL"  "User Coefficient"    DIR "Y Y+ECC Y-ECC"  ECC 0.05  TOPSTORY "Story4"    BOTTOMSTORY "Story1"    SHEARCOEFF 0.175  HEIGHTEXPONENT 1.0782
  SEISMIC "EX"  "User Coefficient"    DIR "X"    TOPSTORY "Story4"    BOTTOMSTORY "Story1"    SHEARCOEFF 0.1378  HEIGHTEXPONENT 1.2753
  SEISMIC "EY"  "User Coefficient"    DIR "Y"    TOPSTORY "Story4"    BOTTOMSTORY "Story1"    SHEARCOEFF 0.175  HEIGHTEXPONENT 1.0782
  SEISMIC "EXDRIFT"  "User Coefficient"    DIR "X"    TOPSTORY "Story4"    BOTTOMSTORY "Story1"    SHEARCOEFF 0.128  HEIGHTEXPONENT 1.325
  SEISMIC "EYDRIFT"  "User Coefficient"    DIR "Y"    TOPSTORY "Story4"    BOTTOMSTORY "Story1"    SHEARCOEFF 0.128  HEIGHTEXPONENT 1.324

$ ANALYSIS OPTIONS
  ACTIVEDOF "UX UY UZ RX RY RZ"  
  MODELHINGESINLINKS "Yes"  HINGEDAMPINGOPTION "KT"  
  PDELTA  METHOD "ITERATIVE"  TOL 0.0001
  PDELTA  LOAD "Dead"  FACTOR 1.2
  PDELTA  LOAD "Live"  FACTOR 1
  PDELTA  LOAD "LRED"  FACTOR 1
  PDELTA  LOAD "LRED0.5"  FACTOR 0.5
  PDELTA  LOAD "LPARTITION"  FACTOR 1
  PDELTA  LOAD "SNOW"  FACTOR 0.2
  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"  "Live"  0.2 
  MASSSOURCELOAD  "MsSrc1"  "LRED"  0.2 
  MASSSOURCELOAD  "MsSrc1"  "LRED0.5"  0.2 
  MASSSOURCELOAD  "MsSrc1"  "LPARTITION"  1 
  MASSSOURCELOAD  "MsSrc1"  "SNOW"  0.2 
  MASSSOURCELOAD  "MsSrc1"  "WALL"  1 

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

$ GENERALIZED DISPLACEMENTS

$ LOAD CASES
  LOADCASE "Modal"  TYPE  "Modal - Eigen"  INITCOND  "PRESET"  
  LOADCASE "Modal"  MAXMODES  12 MINMODES  1 EIGENSHIFTFREQ  0 EIGENCUTOFF  0 EIGENTOL  1E-09 
  LOADCASE "Dead"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Dead"  LOADPAT  "Dead"  SF  1 
  LOADCASE "Live"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Live"  LOADPAT  "Live"  SF  1 
  LOADCASE "LRED"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "LRED"  LOADPAT  "LRED"  SF  1 
  LOADCASE "LRED0.5"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "LRED0.5"  LOADPAT  "LRED0.5"  SF  1 
  LOADCASE "LPARTITION"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "LPARTITION"  LOADPAT  "LPARTITION"  SF  1 
  LOADCASE "LROOF"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "LROOF"  LOADPAT  "LROOF"  SF  1 
  LOADCASE "SNOW"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "SNOW"  LOADPAT  "SNOW"  SF  1 
  LOADCASE "WALL"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "WALL"  LOADPAT  "WALL"  SF  1 
  LOADCASE "EXALL"  TYPE  "Linear Static"  INITCOND  "PRESET"  DESIGNTYPE  "Other"  
  LOADCASE "EXALL"  LOADPAT  "EXALL"  SF  1 
  LOADCASE "EYALL"  TYPE  "Linear Static"  INITCOND  "PRESET"  DESIGNTYPE  "Other"  
  LOADCASE "EYALL"  LOADPAT  "EYALL"  SF  1 
  LOADCASE "EX"  TYPE  "Linear Static"  INITCOND  "PRESET"  DESIGNTYPE  "Other"  
  LOADCASE "EX"  LOADPAT  "EX"  SF  1 
  LOADCASE "EY"  TYPE  "Linear Static"  INITCOND  "PRESET"  DESIGNTYPE  "Other"  
  LOADCASE "EY"  LOADPAT  "EY"  SF  1 
  LOADCASE "EV"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EV"  LOADPAT  "EV"  SF  1 
  LOADCASE "EXALL+0.3EY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EXALL+0.3EY"  LOADPAT  "EXALL"  SF  1 
  LOADCASE "EXALL+0.3EY"  LOADPAT  "EY"  SF  0.3 
  LOADCASE "EXALL-0.3EY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EXALL-0.3EY"  LOADPAT  "EXALL"  SF  1 
  LOADCASE "EXALL-0.3EY"  LOADPAT  "EY"  SF  -0.3 
  LOADCASE "EYALL+0.3EX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EYALL+0.3EX"  LOADPAT  "EYALL"  SF  1 
  LOADCASE "EYALL+0.3EX"  LOADPAT  "EX"  SF  0.3 
  LOADCASE "EYALL-0.3EX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EYALL-0.3EX"  LOADPAT  "EYALL"  SF  1 
  LOADCASE "EYALL-0.3EX"  LOADPAT  "EX"  SF  -0.3 
  LOADCASE "EXDRIFT"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EXDRIFT"  LOADPAT  "EXDRIFT"  SF  1 
  LOADCASE "EYDRIFT"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EYDRIFT"  LOADPAT  "EYDRIFT"  SF  1 
  LOADCASE "NDX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NDX"  LOADPAT  "NDX"  SF  1 
  LOADCASE "NDY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NDY"  LOADPAT  "NDY"  SF  1 
  LOADCASE "NLX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLX"  LOADPAT  "NLX"  SF  1 
  LOADCASE "NLY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLY"  LOADPAT  "NLY"  SF  1 
  LOADCASE "NLREDX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLREDX"  LOADPAT  "NLREDX"  SF  1 
  LOADCASE "NLREDY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLREDY"  LOADPAT  "NLREDY"  SF  1 
  LOADCASE "NLRED0.5X"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLRED0.5X"  LOADPAT  "NLRED0.5X"  SF  1 
  LOADCASE "NLRED0.5Y"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLRED0.5Y"  LOADPAT  "NLRED0.5Y"  SF  1 
  LOADCASE "NLPARTX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLPARTX"  LOADPAT  "NLPARTX"  SF  1 
  LOADCASE "NLPARTY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLPARTY"  LOADPAT  "NLPARTY"  SF  1 
  LOADCASE "NLROOFX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLROOFX"  LOADPAT  "NLROOFX"  SF  1 
  LOADCASE "NLROOFY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLROOFY"  LOADPAT  "NLROOFY"  SF  1 
  LOADCASE "NSX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NSX"  LOADPAT  "NSX"  SF  1 
  LOADCASE "NSY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NSY"  LOADPAT  "NSY"  SF  1 

$ LOAD COMBINATIONS
  COMBO "UDStlS1"  TYPE "Linear Add"  NOTES "Dead  [Strength]"  
  COMBO "UDStlS1"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS1"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS1"  LOADCASE "Dead"  SF 1.4 
  COMBO "UDStlS1"  LOADCASE "NDX"  SF 1.4 
  COMBO "UDStlS2"  TYPE "Linear Add"  NOTES "Dead  [Strength]"  
  COMBO "UDStlS2"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS2"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS2"  LOADCASE "Dead"  SF 1.4 
  COMBO "UDStlS2"  LOADCASE "NDX"  SF -1.4 
  COMBO "UDStlS3"  TYPE "Linear Add"  NOTES "Dead  [Strength]"  
  COMBO "UDStlS3"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS3"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS3"  LOADCASE "Dead"  SF 1.4 
  COMBO "UDStlS3"  LOADCASE "NDY"  SF 1.4 
  COMBO "UDStlS4"  TYPE "Linear Add"  NOTES "Dead  [Strength]"  
  COMBO "UDStlS4"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS4"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS4"  LOADCASE "Dead"  SF 1.4 
  COMBO "UDStlS4"  LOADCASE "NDY"  SF -1.4 
  COMBO "UDStlS5"  TYPE "Linear Add"  NOTES "Dead + Live  [Strength]"  
  COMBO "UDStlS5"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS5"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS5"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS5"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS5"  LOADCASE "LRED"  SF 1.6 
  COMBO "UDStlS5"  LOADCASE "LRED0.5"  SF 1.6 
  COMBO "UDStlS5"  LOADCASE "LPARTITION"  SF 1.6 
  COMBO "UDStlS5"  LOADCASE "SNOW"  SF 0.5 
  COMBO "UDStlS5"  LOADCASE "NDX"  SF 1.2 
  COMBO "UDStlS5"  LOADCASE "NLX"  SF 1.6 
  COMBO "UDStlS5"  LOADCASE "NLREDX"  SF 1.6 
  COMBO "UDStlS5"  LOADCASE "NLRED0.5X"  SF 1.6 
  COMBO "UDStlS5"  LOADCASE "NLPARTX"  SF 1.6 
  COMBO "UDStlS5"  LOADCASE "NSX"  SF 0.5 
  COMBO "UDStlS6"  TYPE "Linear Add"  NOTES "Dead + Live  [Strength]"  
  COMBO "UDStlS6"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS6"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS6"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS6"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS6"  LOADCASE "LRED"  SF 1.6 
  COMBO "UDStlS6"  LOADCASE "LRED0.5"  SF 1.6 
  COMBO "UDStlS6"  LOADCASE "LPARTITION"  SF 1.6 
  COMBO "UDStlS6"  LOADCASE "SNOW"  SF 0.5 
  COMBO "UDStlS6"  LOADCASE "NDX"  SF -1.2 
  COMBO "UDStlS6"  LOADCASE "NLX"  SF -1.6 
  COMBO "UDStlS6"  LOADCASE "NLREDX"  SF -1.6 
  COMBO "UDStlS6"  LOADCASE "NLRED0.5X"  SF -1.6 
  COMBO "UDStlS6"  LOADCASE "NLPARTX"  SF -1.6 
  COMBO "UDStlS6"  LOADCASE "NSX"  SF -0.5 
  COMBO "UDStlS7"  TYPE "Linear Add"  NOTES "Dead + Live  [Strength]"  
  COMBO "UDStlS7"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS7"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS7"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS7"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS7"  LOADCASE "LRED"  SF 1.6 
  COMBO "UDStlS7"  LOADCASE "LRED0.5"  SF 1.6 
  COMBO "UDStlS7"  LOADCASE "LPARTITION"  SF 1.6 
  COMBO "UDStlS7"  LOADCASE "SNOW"  SF 0.5 
  COMBO "UDStlS7"  LOADCASE "NDY"  SF 1.2 
  COMBO "UDStlS7"  LOADCASE "NLY"  SF 1.6 
  COMBO "UDStlS7"  LOADCASE "NLREDY"  SF 1.6 
  COMBO "UDStlS7"  LOADCASE "NLRED0.5Y"  SF 1.6 
  COMBO "UDStlS7"  LOADCASE "NLPARTY"  SF 1.6 
  COMBO "UDStlS7"  LOADCASE "NSY"  SF 0.5 
  COMBO "UDStlS8"  TYPE "Linear Add"  NOTES "Dead + Live  [Strength]"  
  COMBO "UDStlS8"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS8"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS8"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS8"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS8"  LOADCASE "LRED"  SF 1.6 
  COMBO "UDStlS8"  LOADCASE "LRED0.5"  SF 1.6 
  COMBO "UDStlS8"  LOADCASE "LPARTITION"  SF 1.6 
  COMBO "UDStlS8"  LOADCASE "SNOW"  SF 0.5 
  COMBO "UDStlS8"  LOADCASE "NDY"  SF -1.2 
  COMBO "UDStlS8"  LOADCASE "NLY"  SF -1.6 
  COMBO "UDStlS8"  LOADCASE "NLREDY"  SF -1.6 
  COMBO "UDStlS8"  LOADCASE "NLRED0.5Y"  SF -1.6 
  COMBO "UDStlS8"  LOADCASE "NLPARTY"  SF -1.6 
  COMBO "UDStlS8"  LOADCASE "NSY"  SF -0.5 
  COMBO "UDStlS9"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS9"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS9"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS9"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS9"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS9"  LOADCASE "LRED"  SF 1.6 
  COMBO "UDStlS9"  LOADCASE "LRED0.5"  SF 1.6 
  COMBO "UDStlS9"  LOADCASE "LPARTITION"  SF 1.6 
  COMBO "UDStlS9"  LOADCASE "LROOF"  SF 0.5 
  COMBO "UDStlS9"  LOADCASE "NDX"  SF 1.2 
  COMBO "UDStlS9"  LOADCASE "NLX"  SF 1.6 
  COMBO "UDStlS9"  LOADCASE "NLREDX"  SF 1.6 
  COMBO "UDStlS9"  LOADCASE "NLRED0.5X"  SF 1.6 
  COMBO "UDStlS9"  LOADCASE "NLPARTX"  SF 1.6 
  COMBO "UDStlS9"  LOADCASE "NLROOFX"  SF 0.5 
  COMBO "UDStlS10"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS10"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS10"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS10"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS10"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS10"  LOADCASE "LRED"  SF 1.6 
  COMBO "UDStlS10"  LOADCASE "LRED0.5"  SF 1.6 
  COMBO "UDStlS10"  LOADCASE "LPARTITION"  SF 1.6 
  COMBO "UDStlS10"  LOADCASE "LROOF"  SF 0.5 
  COMBO "UDStlS10"  LOADCASE "NDX"  SF -1.2 
  COMBO "UDStlS10"  LOADCASE "NLX"  SF -1.6 
  COMBO "UDStlS10"  LOADCASE "NLREDX"  SF -1.6 
  COMBO "UDStlS10"  LOADCASE "NLRED0.5X"  SF -1.6 
  COMBO "UDStlS10"  LOADCASE "NLPARTX"  SF -1.6 
  COMBO "UDStlS10"  LOADCASE "NLROOFX"  SF -0.5 
  COMBO "UDStlS11"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS11"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS11"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS11"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS11"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS11"  LOADCASE "LRED"  SF 1.6 
  COMBO "UDStlS11"  LOADCASE "LRED0.5"  SF 1.6 
  COMBO "UDStlS11"  LOADCASE "LPARTITION"  SF 1.6 
  COMBO "UDStlS11"  LOADCASE "LROOF"  SF 0.5 
  COMBO "UDStlS11"  LOADCASE "NDY"  SF 1.2 
  COMBO "UDStlS11"  LOADCASE "NLY"  SF 1.6 
  COMBO "UDStlS11"  LOADCASE "NLREDY"  SF 1.6 
  COMBO "UDStlS11"  LOADCASE "NLRED0.5Y"  SF 1.6 
  COMBO "UDStlS11"  LOADCASE "NLPARTY"  SF 1.6 
  COMBO "UDStlS11"  LOADCASE "NLROOFY"  SF 0.5 
  COMBO "UDStlS12"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS12"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS12"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS12"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS12"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS12"  LOADCASE "LRED"  SF 1.6 
  COMBO "UDStlS12"  LOADCASE "LRED0.5"  SF 1.6 
  COMBO "UDStlS12"  LOADCASE "LPARTITION"  SF 1.6 
  COMBO "UDStlS12"  LOADCASE "LROOF"  SF 0.5 
  COMBO "UDStlS12"  LOADCASE "NDY"  SF -1.2 
  COMBO "UDStlS12"  LOADCASE "NLY"  SF -1.6 
  COMBO "UDStlS12"  LOADCASE "NLREDY"  SF -1.6 
  COMBO "UDStlS12"  LOADCASE "NLRED0.5Y"  SF -1.6 
  COMBO "UDStlS12"  LOADCASE "NLPARTY"  SF -1.6 
  COMBO "UDStlS12"  LOADCASE "NLROOFY"  SF -0.5 
  COMBO "UDStlS13"  TYPE "Linear Add"  NOTES "Dead + Live + Snow  [Strength]"  
  COMBO "UDStlS13"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS13"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS13"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS13"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS13"  LOADCASE "LRED"  SF 1 
  COMBO "UDStlS13"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDStlS13"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDStlS13"  LOADCASE "SNOW"  SF 1.6 
  COMBO "UDStlS13"  LOADCASE "NDX"  SF 1.2 
  COMBO "UDStlS13"  LOADCASE "NLX"  SF 1 
  COMBO "UDStlS13"  LOADCASE "NLREDX"  SF 1 
  COMBO "UDStlS13"  LOADCASE "NLRED0.5X"  SF 1 
  COMBO "UDStlS13"  LOADCASE "NLPARTX"  SF 1 
  COMBO "UDStlS13"  LOADCASE "NSX"  SF 1.6 
  COMBO "UDStlS14"  TYPE "Linear Add"  NOTES "Dead + Live + Snow  [Strength]"  
  COMBO "UDStlS14"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS14"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS14"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS14"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS14"  LOADCASE "LRED"  SF 1 
  COMBO "UDStlS14"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDStlS14"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDStlS14"  LOADCASE "SNOW"  SF 1.6 
  COMBO "UDStlS14"  LOADCASE "NDX"  SF -1.2 
  COMBO "UDStlS14"  LOADCASE "NLX"  SF -1 
  COMBO "UDStlS14"  LOADCASE "NLREDX"  SF -1 
  COMBO "UDStlS14"  LOADCASE "NLRED0.5X"  SF -1 
  COMBO "UDStlS14"  LOADCASE "NLPARTX"  SF -1 
  COMBO "UDStlS14"  LOADCASE "NSX"  SF -1.6 
  COMBO "UDStlS15"  TYPE "Linear Add"  NOTES "Dead + Live + Snow  [Strength]"  
  COMBO "UDStlS15"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS15"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS15"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS15"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS15"  LOADCASE "LRED"  SF 1 
  COMBO "UDStlS15"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDStlS15"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDStlS15"  LOADCASE "SNOW"  SF 1.6 
  COMBO "UDStlS15"  LOADCASE "NDY"  SF 1.2 
  COMBO "UDStlS15"  LOADCASE "NLY"  SF 1 
  COMBO "UDStlS15"  LOADCASE "NLREDY"  SF 1 
  COMBO "UDStlS15"  LOADCASE "NLRED0.5Y"  SF 1 
  COMBO "UDStlS15"  LOADCASE "NLPARTY"  SF 1 
  COMBO "UDStlS15"  LOADCASE "NSY"  SF 1.6 
  COMBO "UDStlS16"  TYPE "Linear Add"  NOTES "Dead + Live + Snow  [Strength]"  
  COMBO "UDStlS16"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS16"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS16"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS16"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS16"  LOADCASE "LRED"  SF 1 
  COMBO "UDStlS16"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDStlS16"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDStlS16"  LOADCASE "SNOW"  SF 1.6 
  COMBO "UDStlS16"  LOADCASE "NDY"  SF -1.2 
  COMBO "UDStlS16"  LOADCASE "NLY"  SF -1 
  COMBO "UDStlS16"  LOADCASE "NLREDY"  SF -1 
  COMBO "UDStlS16"  LOADCASE "NLRED0.5Y"  SF -1 
  COMBO "UDStlS16"  LOADCASE "NLPARTY"  SF -1 
  COMBO "UDStlS16"  LOADCASE "NSY"  SF -1.6 
  COMBO "UDStlS17"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS17"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS17"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS17"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS17"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS17"  LOADCASE "LRED"  SF 1 
  COMBO "UDStlS17"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDStlS17"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDStlS17"  LOADCASE "LROOF"  SF 1.6 
  COMBO "UDStlS17"  LOADCASE "NDX"  SF 1.2 
  COMBO "UDStlS17"  LOADCASE "NLX"  SF 1 
  COMBO "UDStlS17"  LOADCASE "NLREDX"  SF 1 
  COMBO "UDStlS17"  LOADCASE "NLRED0.5X"  SF 1 
  COMBO "UDStlS17"  LOADCASE "NLPARTX"  SF 1 
  COMBO "UDStlS17"  LOADCASE "NLROOFX"  SF 1.6 
  COMBO "UDStlS18"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS18"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS18"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS18"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS18"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS18"  LOADCASE "LRED"  SF 1 
  COMBO "UDStlS18"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDStlS18"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDStlS18"  LOADCASE "LROOF"  SF 1.6 
  COMBO "UDStlS18"  LOADCASE "NDX"  SF -1.2 
  COMBO "UDStlS18"  LOADCASE "NLX"  SF -1 
  COMBO "UDStlS18"  LOADCASE "NLREDX"  SF -1 
  COMBO "UDStlS18"  LOADCASE "NLRED0.5X"  SF -1 
  COMBO "UDStlS18"  LOADCASE "NLPARTX"  SF -1 
  COMBO "UDStlS18"  LOADCASE "NLROOFX"  SF -1.6 
  COMBO "UDStlS19"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS19"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS19"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS19"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS19"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS19"  LOADCASE "LRED"  SF 1 
  COMBO "UDStlS19"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDStlS19"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDStlS19"  LOADCASE "LROOF"  SF 1.6 
  COMBO "UDStlS19"  LOADCASE "NDY"  SF 1.2 
  COMBO "UDStlS19"  LOADCASE "NLY"  SF 1 
  COMBO "UDStlS19"  LOADCASE "NLREDY"  SF 1 
  COMBO "UDStlS19"  LOADCASE "NLRED0.5Y"  SF 1 
  COMBO "UDStlS19"  LOADCASE "NLPARTY"  SF 1 
  COMBO "UDStlS19"  LOADCASE "NLROOFY"  SF 1.6 
  COMBO "UDStlS20"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS20"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS20"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS20"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDStlS20"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS20"  LOADCASE "LRED"  SF 1 
  COMBO "UDStlS20"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDStlS20"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDStlS20"  LOADCASE "LROOF"  SF 1.6 
  COMBO "UDStlS20"  LOADCASE "NDY"  SF -1.2 
  COMBO "UDStlS20"  LOADCASE "NLY"  SF -1 
  COMBO "UDStlS20"  LOADCASE "NLREDY"  SF -1 
  COMBO "UDStlS20"  LOADCASE "NLRED0.5Y"  SF -1 
  COMBO "UDStlS20"  LOADCASE "NLPARTY"  SF -1 
  COMBO "UDStlS20"  LOADCASE "NLROOFY"  SF -1.6 
  COMBO "UDStlS21"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS21"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS21"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS21"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS21"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS21"  LOADCASE "LRED"  SF 1 
  COMBO "UDStlS21"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDStlS21"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDStlS21"  LOADCASE "SNOW"  SF 0.2 
  COMBO "UDStlS21"  LOADCASE "EXALL+0.3EY"  SF 1 
  COMBO "UDStlS21"  LOADCASE "EV"  SF 1 
  COMBO "UDStlS22"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS22"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS22"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS22"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS22"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS22"  LOADCASE "LRED"  SF 1 
  COMBO "UDStlS22"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDStlS22"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDStlS22"  LOADCASE "SNOW"  SF 0.2 
  COMBO "UDStlS22"  LOADCASE "EXALL+0.3EY"  SF -1 
  COMBO "UDStlS22"  LOADCASE "EV"  SF 1 
  COMBO "UDStlS23"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS23"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS23"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS23"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS23"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS23"  LOADCASE "LRED"  SF 1 
  COMBO "UDStlS23"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDStlS23"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDStlS23"  LOADCASE "SNOW"  SF 0.2 
  COMBO "UDStlS23"  LOADCASE "EXALL-0.3EY"  SF 1 
  COMBO "UDStlS23"  LOADCASE "EV"  SF 1 
  COMBO "UDStlS24"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS24"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS24"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS24"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS24"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS24"  LOADCASE "LRED"  SF 1 
  COMBO "UDStlS24"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDStlS24"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDStlS24"  LOADCASE "SNOW"  SF 0.2 
  COMBO "UDStlS24"  LOADCASE "EXALL-0.3EY"  SF -1 
  COMBO "UDStlS24"  LOADCASE "EV"  SF 1 
  COMBO "UDStlS25"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS25"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS25"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS25"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS25"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS25"  LOADCASE "LRED"  SF 1 
  COMBO "UDStlS25"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDStlS25"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDStlS25"  LOADCASE "SNOW"  SF 0.2 
  COMBO "UDStlS25"  LOADCASE "EYALL+0.3EX"  SF 1 
  COMBO "UDStlS25"  LOADCASE "EV"  SF 1 
  COMBO "UDStlS26"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS26"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS26"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS26"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS26"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS26"  LOADCASE "LRED"  SF 1 
  COMBO "UDStlS26"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDStlS26"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDStlS26"  LOADCASE "SNOW"  SF 0.2 
  COMBO "UDStlS26"  LOADCASE "EYALL+0.3EX"  SF -1 
  COMBO "UDStlS26"  LOADCASE "EV"  SF 1 
  COMBO "UDStlS27"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS27"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS27"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS27"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS27"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS27"  LOADCASE "LRED"  SF 1 
  COMBO "UDStlS27"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDStlS27"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDStlS27"  LOADCASE "SNOW"  SF 0.2 
  COMBO "UDStlS27"  LOADCASE "EYALL-0.3EX"  SF 1 
  COMBO "UDStlS27"  LOADCASE "EV"  SF 1 
  COMBO "UDStlS28"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS28"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS28"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS28"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDStlS28"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS28"  LOADCASE "LRED"  SF 1 
  COMBO "UDStlS28"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDStlS28"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDStlS28"  LOADCASE "SNOW"  SF 0.2 
  COMBO "UDStlS28"  LOADCASE "EYALL-0.3EX"  SF -1 
  COMBO "UDStlS28"  LOADCASE "EV"  SF 1 
  COMBO "UDStlS29"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS29"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS29"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS29"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS29"  LOADCASE "EXALL+0.3EY"  SF 1 
  COMBO "UDStlS29"  LOADCASE "EV"  SF -1 
  COMBO "UDStlS30"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS30"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS30"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS30"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS30"  LOADCASE "EXALL+0.3EY"  SF -1 
  COMBO "UDStlS30"  LOADCASE "EV"  SF -1 
  COMBO "UDStlS31"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS31"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS31"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS31"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS31"  LOADCASE "EXALL-0.3EY"  SF 1 
  COMBO "UDStlS31"  LOADCASE "EV"  SF -1 
  COMBO "UDStlS32"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS32"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS32"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS32"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS32"  LOADCASE "EXALL-0.3EY"  SF -1 
  COMBO "UDStlS32"  LOADCASE "EV"  SF -1 
  COMBO "UDStlS33"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS33"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS33"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS33"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS33"  LOADCASE "EYALL+0.3EX"  SF 1 
  COMBO "UDStlS33"  LOADCASE "EV"  SF -1 
  COMBO "UDStlS34"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS34"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS34"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS34"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS34"  LOADCASE "EYALL+0.3EX"  SF -1 
  COMBO "UDStlS34"  LOADCASE "EV"  SF -1 
  COMBO "UDStlS35"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS35"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS35"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS35"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS35"  LOADCASE "EYALL-0.3EX"  SF 1 
  COMBO "UDStlS35"  LOADCASE "EV"  SF -1 
  COMBO "UDStlS36"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS36"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS36"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS36"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDStlS36"  LOADCASE "EYALL-0.3EX"  SF -1 
  COMBO "UDStlS36"  LOADCASE "EV"  SF -1 
  COMBO "UDStlD1"  TYPE "Linear Add"  NOTES "Dead  [Deflections]"  
  COMBO "UDStlD1"  DESIGN "Steel"  COMBOTYPE "Deflection"  
  COMBO "UDStlD1"  LOADCASE "Dead"  SF 1 
  COMBO "UDStlD2"  TYPE "Linear Add"  NOTES "Dead + Live  [Deflections]"  
  COMBO "UDStlD2"  DESIGN "Steel"  COMBOTYPE "Deflection"  
  COMBO "UDStlD2"  LOADCASE "Dead"  SF 1 
  COMBO "UDStlD2"  LOADCASE "Live"  SF 1 
  COMBO "UDStlD2"  LOADCASE "LRED"  SF 1 
  COMBO "UDStlD2"  LOADCASE "LRED0.5"  SF 1 
  COMBO "UDStlD2"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDCon1"  TYPE "Linear Add"  NOTES "Dead  [Strength]"  
  COMBO "UDCon1"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon1"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon1"  LOADCASE "Dead"  SF 1.4 
  COMBO "UDCon2"  TYPE "Linear Add"  NOTES "Dead + Live  [Strength]"  
  COMBO "UDCon2"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon2"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon2"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDCon2"  LOADCASE "Live"  SF 1.6 
  COMBO "UDCon2"  LOADCASE "LRED"  SF 1.6 
  COMBO "UDCon2"  LOADCASE "LRED0.5"  SF 1.6 
  COMBO "UDCon2"  LOADCASE "LPARTITION"  SF 1.6 
  COMBO "UDCon2"  LOADCASE "SNOW"  SF 0.5 
  COMBO "UDCon3"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDCon3"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon3"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon3"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDCon3"  LOADCASE "Live"  SF 1.6 
  COMBO "UDCon3"  LOADCASE "LRED"  SF 1.6 
  COMBO "UDCon3"  LOADCASE "LRED0.5"  SF 1.6 
  COMBO "UDCon3"  LOADCASE "LPARTITION"  SF 1.6 
  COMBO "UDCon3"  LOADCASE "LROOF"  SF 0.5 
  COMBO "UDCon4"  TYPE "Linear Add"  NOTES "Dead + Live + Snow  [Strength]"  
  COMBO "UDCon4"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon4"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon4"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDCon4"  LOADCASE "Live"  SF 1 
  COMBO "UDCon4"  LOADCASE "LRED"  SF 1 
  COMBO "UDCon4"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDCon4"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDCon4"  LOADCASE "SNOW"  SF 1.6 
  COMBO "UDCon5"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDCon5"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon5"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon5"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDCon5"  LOADCASE "Live"  SF 1 
  COMBO "UDCon5"  LOADCASE "LRED"  SF 1 
  COMBO "UDCon5"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDCon5"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDCon5"  LOADCASE "LROOF"  SF 1.6 
  COMBO "UDCon6"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDCon6"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon6"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon6"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon6"  LOADCASE "Live"  SF 1 
  COMBO "UDCon6"  LOADCASE "LRED"  SF 1 
  COMBO "UDCon6"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDCon6"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDCon6"  LOADCASE "SNOW"  SF 0.2 
  COMBO "UDCon6"  LOADCASE "EXALL+0.3EY"  SF 1 
  COMBO "UDCon6"  LOADCASE "EV"  SF 1 
  COMBO "UDCon7"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDCon7"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon7"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon7"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon7"  LOADCASE "Live"  SF 1 
  COMBO "UDCon7"  LOADCASE "LRED"  SF 1 
  COMBO "UDCon7"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDCon7"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDCon7"  LOADCASE "SNOW"  SF 0.2 
  COMBO "UDCon7"  LOADCASE "EXALL+0.3EY"  SF -1 
  COMBO "UDCon7"  LOADCASE "EV"  SF 1 
  COMBO "UDCon8"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDCon8"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon8"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon8"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon8"  LOADCASE "Live"  SF 1 
  COMBO "UDCon8"  LOADCASE "LRED"  SF 1 
  COMBO "UDCon8"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDCon8"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDCon8"  LOADCASE "SNOW"  SF 0.2 
  COMBO "UDCon8"  LOADCASE "EXALL-0.3EY"  SF 1 
  COMBO "UDCon8"  LOADCASE "EV"  SF 1 
  COMBO "UDCon9"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDCon9"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon9"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon9"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon9"  LOADCASE "Live"  SF 1 
  COMBO "UDCon9"  LOADCASE "LRED"  SF 1 
  COMBO "UDCon9"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDCon9"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDCon9"  LOADCASE "SNOW"  SF 0.2 
  COMBO "UDCon9"  LOADCASE "EXALL-0.3EY"  SF -1 
  COMBO "UDCon9"  LOADCASE "EV"  SF 1 
  COMBO "UDCon10"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDCon10"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon10"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon10"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon10"  LOADCASE "Live"  SF 1 
  COMBO "UDCon10"  LOADCASE "LRED"  SF 1 
  COMBO "UDCon10"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDCon10"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDCon10"  LOADCASE "SNOW"  SF 0.2 
  COMBO "UDCon10"  LOADCASE "EYALL+0.3EX"  SF 1 
  COMBO "UDCon10"  LOADCASE "EV"  SF 1 
  COMBO "UDCon11"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDCon11"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon11"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon11"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon11"  LOADCASE "Live"  SF 1 
  COMBO "UDCon11"  LOADCASE "LRED"  SF 1 
  COMBO "UDCon11"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDCon11"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDCon11"  LOADCASE "SNOW"  SF 0.2 
  COMBO "UDCon11"  LOADCASE "EYALL+0.3EX"  SF -1 
  COMBO "UDCon11"  LOADCASE "EV"  SF 1 
  COMBO "UDCon12"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDCon12"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon12"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon12"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon12"  LOADCASE "Live"  SF 1 
  COMBO "UDCon12"  LOADCASE "LRED"  SF 1 
  COMBO "UDCon12"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDCon12"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDCon12"  LOADCASE "SNOW"  SF 0.2 
  COMBO "UDCon12"  LOADCASE "EYALL-0.3EX"  SF 1 
  COMBO "UDCon12"  LOADCASE "EV"  SF 1 
  COMBO "UDCon13"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDCon13"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon13"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon13"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon13"  LOADCASE "Live"  SF 1 
  COMBO "UDCon13"  LOADCASE "LRED"  SF 1 
  COMBO "UDCon13"  LOADCASE "LRED0.5"  SF 0.5 
  COMBO "UDCon13"  LOADCASE "LPARTITION"  SF 1 
  COMBO "UDCon13"  LOADCASE "SNOW"  SF 0.2 
  COMBO "UDCon13"  LOADCASE "EYALL-0.3EX"  SF -1 
  COMBO "UDCon13"  LOADCASE "EV"  SF 1 
  COMBO "UDCon14"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDCon14"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon14"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon14"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon14"  LOADCASE "EXALL+0.3EY"  SF 1 
  COMBO "UDCon14"  LOADCASE "EV"  SF -1 
  COMBO "UDCon15"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDCon15"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon15"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon15"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon15"  LOADCASE "EXALL+0.3EY"  SF -1 
  COMBO "UDCon15"  LOADCASE "EV"  SF -1 
  COMBO "UDCon16"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDCon16"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon16"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon16"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon16"  LOADCASE "EXALL-0.3EY"  SF 1 
  COMBO "UDCon16"  LOADCASE "EV"  SF -1 
  COMBO "UDCon17"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDCon17"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon17"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon17"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon17"  LOADCASE "EXALL-0.3EY"  SF -1 
  COMBO "UDCon17"  LOADCASE "EV"  SF -1 
  COMBO "UDCon18"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDCon18"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon18"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon18"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon18"  LOADCASE "EYALL+0.3EX"  SF 1 
  COMBO "UDCon18"  LOADCASE "EV"  SF -1 
  COMBO "UDCon19"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDCon19"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon19"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon19"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon19"  LOADCASE "EYALL+0.3EX"  SF -1 
  COMBO "UDCon19"  LOADCASE "EV"  SF -1 
  COMBO "UDCon20"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDCon20"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon20"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon20"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon20"  LOADCASE "EYALL-0.3EX"  SF 1 
  COMBO "UDCon20"  LOADCASE "EV"  SF -1 
  COMBO "UDCon21"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDCon21"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon21"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon21"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon21"  LOADCASE "EYALL-0.3EX"  SF -1 
  COMBO "UDCon21"  LOADCASE "EV"  SF -1 
  COMBO "SOIL"  TYPE "Linear Add"  
  COMBO "SOIL"  LOADCASE "Dead"  SF 1 
  COMBO "SOIL"  LOADCASE "Live"  SF 1 
  COMBO "SOIL"  LOADCASE "LRED"  SF 1 
  COMBO "SOIL"  LOADCASE "LRED0.5"  SF 1 
  COMBO "SOIL"  LOADCASE "LPARTITION"  SF 1 
  COMBO "SOIL-1"  TYPE "Linear Add"  
  COMBO "SOIL-1"  LOADCASE "Dead"  SF 1 
  COMBO "SOIL-1"  LOADCASE "LROOF"  SF 1 
  COMBO "SOIL-2"  TYPE "Linear Add"  
  COMBO "SOIL-2"  LOADCASE "Dead"  SF 1 
  COMBO "SOIL-2"  LOADCASE "SNOW"  SF 1 
  COMBO "SOIL-3"  TYPE "Linear Add"  
  COMBO "SOIL-3"  LOADCASE "Dead"  SF 1 
  COMBO "SOIL-3"  LOADCASE "Live"  SF 0.75 
  COMBO "SOIL-3"  LOADCASE "LRED"  SF 0.75 
  COMBO "SOIL-3"  LOADCASE "LRED0.5"  SF 0.75 
  COMBO "SOIL-3"  LOADCASE "LPARTITION"  SF 0.75 
  COMBO "SOIL-3"  LOADCASE "LROOF"  SF 0.75 
  COMBO "SOIL-4"  TYPE "Linear Add"  
  COMBO "SOIL-4"  LOADCASE "Dead"  SF 1 
  COMBO "SOIL-4"  LOADCASE "Live"  SF 0.75 
  COMBO "SOIL-4"  LOADCASE "LRED"  SF 0.75 
  COMBO "SOIL-4"  LOADCASE "LRED0.5"  SF 0.75 
  COMBO "SOIL-4"  LOADCASE "LPARTITION"  SF 0.75 
  COMBO "SOIL-4"  LOADCASE "SNOW"  SF 0.75 
  COMBO "SOIL-5"  TYPE "Linear Add"  
  COMBO "SOIL-5"  LOADCASE "Dead"  SF 1.147 
  COMBO "SOIL-5"  LOADCASE "EXALL+0.3EY"  SF 0.7 
  COMBO "SOIL-5"  LOADCASE "EV"  SF 0.7 
  COMBO "SOIL-6"  TYPE "Linear Add"  
  COMBO "SOIL-6"  LOADCASE "Dead"  SF 1.147 
  COMBO "SOIL-6"  LOADCASE "EXALL+0.3EY"  SF -0.7 
  COMBO "SOIL-6"  LOADCASE "EV"  SF 0.7 
  COMBO "SOIL-7"  TYPE "Linear Add"  
  COMBO "SOIL-7"  LOADCASE "Dead"  SF 1.147 
  COMBO "SOIL-7"  LOADCASE "EXALL-0.3EY"  SF 0.7 
  COMBO "SOIL-7"  LOADCASE "EV"  SF 0.7 
  COMBO "SOIL-8"  TYPE "Linear Add"  
  COMBO "SOIL-8"  LOADCASE "Dead"  SF 1.147 
  COMBO "SOIL-8"  LOADCASE "EXALL-0.3EY"  SF -0.7 
  COMBO "SOIL-8"  LOADCASE "EV"  SF 0.7 
  COMBO "SOIL-9"  TYPE "Linear Add"  
  COMBO "SOIL-9"  LOADCASE "Dead"  SF 1.147 
  COMBO "SOIL-9"  LOADCASE "EYALL+0.3EX"  SF 0.7 
  COMBO "SOIL-9"  LOADCASE "EV"  SF 0.7 
  COMBO "SOIL-10"  TYPE "Linear Add"  
  COMBO "SOIL-10"  LOADCASE "Dead"  SF 1.147 
  COMBO "SOIL-10"  LOADCASE "EYALL+0.3EX"  SF -0.7 
  COMBO "SOIL-10"  LOADCASE "EV"  SF 0.7 
  COMBO "SOIL-12"  TYPE "Linear Add"  
  COMBO "SOIL-12"  LOADCASE "Dead"  SF 1.147 
  COMBO "SOIL-12"  LOADCASE "EYALL-0.3EX"  SF 0.7 
  COMBO "SOIL-12"  LOADCASE "EV"  SF 0.7 
  COMBO "SOIL-13"  TYPE "Linear Add"  
  COMBO "SOIL-13"  LOADCASE "Dead"  SF 1.147 
  COMBO "SOIL-13"  LOADCASE "EYALL-0.3EX"  SF -0.7 
  COMBO "SOIL-13"  LOADCASE "EV"  SF 0.7 
  COMBO "SOIL-14"  TYPE "Linear Add"  
  COMBO "SOIL-14"  LOADCASE "Dead"  SF 1.11025 
  COMBO "SOIL-14"  LOADCASE "Live"  SF 0.75 
  COMBO "SOIL-14"  LOADCASE "LRED"  SF 0.75 
  COMBO "SOIL-14"  LOADCASE "LRED0.5"  SF 0.75 
  COMBO "SOIL-14"  LOADCASE "LPARTITION"  SF 0.75 
  COMBO "SOIL-14"  LOADCASE "SNOW"  SF 0.75 
  COMBO "SOIL-14"  LOADCASE "EXALL+0.3EY"  SF 0.525 
  COMBO "SOIL-14"  LOADCASE "EV"  SF 0.525 
  COMBO "SOIL-15"  TYPE "Linear Add"  
  COMBO "SOIL-15"  LOADCASE "Dead"  SF 1.11025 
  COMBO "SOIL-15"  LOADCASE "Live"  SF 0.75 
  COMBO "SOIL-15"  LOADCASE "LRED"  SF 0.75 
  COMBO "SOIL-15"  LOADCASE "LRED0.5"  SF 0.75 
  COMBO "SOIL-15"  LOADCASE "LPARTITION"  SF 0.75 
  COMBO "SOIL-15"  LOADCASE "SNOW"  SF 0.75 
  COMBO "SOIL-15"  LOADCASE "EXALL+0.3EY"  SF -0.525 
  COMBO "SOIL-15"  LOADCASE "EV"  SF 0.525 
  COMBO "SOIL-16"  TYPE "Linear Add"  
  COMBO "SOIL-16"  LOADCASE "Dead"  SF 1.11025 
  COMBO "SOIL-16"  LOADCASE "Live"  SF 0.75 
  COMBO "SOIL-16"  LOADCASE "LRED"  SF 0.75 
  COMBO "SOIL-16"  LOADCASE "LRED0.5"  SF 0.75 
  COMBO "SOIL-16"  LOADCASE "LPARTITION"  SF 0.75 
  COMBO "SOIL-16"  LOADCASE "SNOW"  SF 0.75 
  COMBO "SOIL-16"  LOADCASE "EXALL-0.3EY"  SF 0.525 
  COMBO "SOIL-16"  LOADCASE "EV"  SF 0.525 
  COMBO "SOIL-17"  TYPE "Linear Add"  
  COMBO "SOIL-17"  LOADCASE "Dead"  SF 1.11025 
  COMBO "SOIL-17"  LOADCASE "Live"  SF 0.75 
  COMBO "SOIL-17"  LOADCASE "LRED"  SF 0.75 
  COMBO "SOIL-17"  LOADCASE "LRED0.5"  SF 0.75 
  COMBO "SOIL-17"  LOADCASE "LPARTITION"  SF 0.75 
  COMBO "SOIL-17"  LOADCASE "SNOW"  SF 0.75 
  COMBO "SOIL-17"  LOADCASE "EXALL-0.3EY"  SF -0.525 
  COMBO "SOIL-17"  LOADCASE "EV"  SF 0.525 
  COMBO "SOIL-18"  TYPE "Linear Add"  
  COMBO "SOIL-18"  LOADCASE "Dead"  SF 1.11025 
  COMBO "SOIL-18"  LOADCASE "Live"  SF 0.75 
  COMBO "SOIL-18"  LOADCASE "LRED"  SF 0.75 
  COMBO "SOIL-18"  LOADCASE "LRED0.5"  SF 0.75 
  COMBO "SOIL-18"  LOADCASE "LPARTITION"  SF 0.75 
  COMBO "SOIL-18"  LOADCASE "SNOW"  SF 0.75 
  COMBO "SOIL-18"  LOADCASE "EYALL+0.3EX"  SF 0.525 
  COMBO "SOIL-18"  LOADCASE "EV"  SF 0.525 
  COMBO "SOIL-19"  TYPE "Linear Add"  
  COMBO "SOIL-19"  LOADCASE "Dead"  SF 1.11025 
  COMBO "SOIL-19"  LOADCASE "Live"  SF 0.75 
  COMBO "SOIL-19"  LOADCASE "LRED"  SF 0.75 
  COMBO "SOIL-19"  LOADCASE "LRED0.5"  SF 0.75 
  COMBO "SOIL-19"  LOADCASE "LPARTITION"  SF 0.75 
  COMBO "SOIL-19"  LOADCASE "SNOW"  SF 0.75 
  COMBO "SOIL-19"  LOADCASE "EYALL+0.3EX"  SF -0.525 
  COMBO "SOIL-19"  LOADCASE "EV"  SF 0.525 
  COMBO "SOIL-20"  TYPE "Linear Add"  
  COMBO "SOIL-20"  LOADCASE "Dead"  SF 1.11025 
  COMBO "SOIL-20"  LOADCASE "Live"  SF 0.75 
  COMBO "SOIL-20"  LOADCASE "LRED"  SF 0.75 
  COMBO "SOIL-20"  LOADCASE "LRED0.5"  SF 0.75 
  COMBO "SOIL-20"  LOADCASE "LPARTITION"  SF 0.75 
  COMBO "SOIL-20"  LOADCASE "SNOW"  SF 0.75 
  COMBO "SOIL-20"  LOADCASE "EYALL-0.3EX"  SF 0.525 
  COMBO "SOIL-20"  LOADCASE "EV"  SF 0.525 
  COMBO "SOIL-21"  TYPE "Linear Add"  
  COMBO "SOIL-21"  LOADCASE "Dead"  SF 1.11025 
  COMBO "SOIL-21"  LOADCASE "Live"  SF 0.75 
  COMBO "SOIL-21"  LOADCASE "LRED"  SF 0.75 
  COMBO "SOIL-21"  LOADCASE "LRED0.5"  SF 0.75 
  COMBO "SOIL-21"  LOADCASE "LPARTITION"  SF 0.75 
  COMBO "SOIL-21"  LOADCASE "SNOW"  SF 0.75 
  COMBO "SOIL-21"  LOADCASE "EYALL-0.3EX"  SF -0.525 
  COMBO "SOIL-21"  LOADCASE "EV"  SF 0.525 
  COMBO "SOIL-22"  TYPE "Linear Add"  
  COMBO "SOIL-22"  LOADCASE "Dead"  SF 0.6 
  COMBO "SOIL-22"  LOADCASE "EXALL+0.3EY"  SF 0.7 
  COMBO "SOIL-23"  TYPE "Linear Add"  
  COMBO "SOIL-23"  LOADCASE "Dead"  SF 0.6 
  COMBO "SOIL-23"  LOADCASE "EXALL+0.3EY"  SF -0.7 
  COMBO "SOIL-24"  TYPE "Linear Add"  
  COMBO "SOIL-24"  LOADCASE "Dead"  SF 0.6 
  COMBO "SOIL-24"  LOADCASE "EXALL-0.3EY"  SF 0.7 
  COMBO "SOIL-25"  TYPE "Linear Add"  
  COMBO "SOIL-25"  LOADCASE "Dead"  SF 0.6 
  COMBO "SOIL-25"  LOADCASE "EXALL-0.3EY"  SF -0.7 
  COMBO "SOIL-26"  TYPE "Linear Add"  
  COMBO "SOIL-26"  LOADCASE "Dead"  SF 0.6 
  COMBO "SOIL-26"  LOADCASE "EYALL+0.3EX"  SF 0.7 
  COMBO "SOIL-27"  TYPE "Linear Add"  
  COMBO "SOIL-27"  LOADCASE "Dead"  SF 0.6 
  COMBO "SOIL-27"  LOADCASE "EYALL+0.3EX"  SF -0.7 
  COMBO "SOIL-28"  TYPE "Linear Add"  
  COMBO "SOIL-28"  LOADCASE "Dead"  SF 0.6 
  COMBO "SOIL-28"  LOADCASE "EYALL-0.3EX"  SF 0.7 
  COMBO "SOIL-29"  TYPE "Linear Add"  
  COMBO "SOIL-29"  LOADCASE "Dead"  SF 0.6 
  COMBO "SOIL-29"  LOADCASE "EYALL-0.3EX"  SF -0.7 

$ STEEL DESIGN PREFERENCES
  STEELPREFERENCE  CODE "AISC 360-10"  THDESIGN "EVERYSTEP-ALL"  FRAMETYPE "IMF"  
  STEELPREFERENCE  SDC "D"  IMPORTANCEFACTOR 1 SYSTEMRHO 1 SYSTEMSDS 1.05 
  STEELPREFERENCE  SYSTEMR 5 OMEGA0 3 SYSTEMCD 5.5 
  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 240 
  STEELPREFERENCE  DLDEFLECTIONLIMITABS 25.4 SLDEFLECTIONLIMITABS 25.4 LLDEFLECTIONLIMITABS 25.4 TLDEFLECTIONLIMITABS 25.4 TLMCDEFLECTIONLIMITABS 25.4 
  STEELPREFERENCE  CALCULATECAMBER "NO"  PERCENTCAMBERWDL 1 CAMBERRELMAXLIMIT 180 CAMBERIGNORELIMIT 19.05 
  STEELPREFERENCE  CAMBERABSMAXLIMIT 101.6 CAMBERINTERVAL 6.35 CAMBERROUNDDOWN "YES"  
  STEELPREFERENCE  PATTERNLLF 0.75 MAXITERATION 1 SRLIMIT 1 

$ CONCRETE DESIGN PREFERENCES
  CONCRETEPREFERENCE  CODE "ACI 318-14"THDESIGN "EVERYSTEP-ALL"    CONSIDERMINECCENTRICITY "YES"  
  CONCRETEPREFERENCE  NUMINTERCURVES 24  NUMINTERPOINTS 11  PATTERNLLF 0.75  UFLIMIT 1
  CONCRETEPREFERENCE  SDC "D"    OMEGA0 3  RHO 1  SDS 1.05  PHITENSIONCTRL 0.9  PHICOMPRESSIONCTRLTIED 0.65  PHICOMPRESSIONCTRLSPIRAL 0.75  PHISHEARTORSION 0.75  PHISHEARSEISMIC 0.6  PHISHEARJOINT 0.85

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

$ WALL DESIGN PREFERENCES
  WALLPREFERENCE  CODE "ACI 318-14"  THDESIGN "ENVELOPES-ALL"  
  WALLPREFERENCE  REBARMATERIAL "AIII"  REBARSHEARMATERIAL "AII"
  WALLPREFERENCE  RHO 1  SDS 1.05  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 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/28/2015 3:57:42 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:29:05 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:29:13 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:29:29 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:29:37 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:31:22 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:31:24 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:31:31 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:32:09 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:35:58 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:37:54 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:37:56 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:38:03 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:44:59 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:45:01 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:45:08 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:45:55 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:45:57 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:46:03 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:48:43 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:48:45 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:48:52 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:53:11 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:53:13 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:53:20 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:55:57 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:55:59 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:56:06 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:59:33 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:59:35 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 5:59:41 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 6:02:06 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 6:02:08 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 6:02:15 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 6:03:54 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 6:03:56 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 6:04:03 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 6:05:31 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 6:05:33 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 6:05:40 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 6:11:38 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 6:11:40 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 6:11:48 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 6:17:31 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 6:17:33 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 6:17:40 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 6:19:27 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 6:19:29 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 6:19:36 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\CONCRETE-A.EDB at 5/29/2015 6:24:10 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\STEEL.EDB at 5/29/2015 6:24:18 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\STEEL.EDB at 5/29/2015 7:05:29 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\STEEL.EDB at 5/29/2015 7:10:59 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\STEEL.EDB at 5/29/2015 7:11:18 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\STEEL.EDB at 5/29/2015 7:11:28 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\STEEL.EDB at 5/29/2015 7:16:15 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\STEEL.EDB at 5/29/2015 7:16:17 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\STEEL.EDB at 5/29/2015 7:16:27 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\STEEL.EDB at 5/29/2015 7:18:30 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\STEEL.EDB at 5/29/2015 7:18:32 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\STEEL.EDB at 5/29/2015 7:18:42 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\STEEL.EDB at 5/29/2015 7:32:02 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\STEEL.EDB at 5/29/2015 7:32:04 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\STEEL.EDB at 5/29/2015 7:32:14 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\STEEL.EDB at 5/29/2015 7:34:10 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\default.EDB at 6/9/2015 11:32:54 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\default.EDB at 6/9/2015 11:33:03 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\default.EDB at 6/9/2015 11:33:30 PM
ETABS 2015 Ultimate  15.0.0 File saved as D:\University\Tadris\karborde computer\94-3\A\default.EDB at 6/9/2015 11:33:43 PM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\hamedan\default.EDB at 10/13/2015 12:07:00 AM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\hamedan\default.EDB at 10/13/2015 12:10:14 AM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\hamedan\default.EDB at 10/13/2015 12:37:46 AM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\hamedan\default.EDB at 10/13/2015 12:37:47 AM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\hamedan\default.EDB at 10/13/2015 12:38:12 AM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\hamedan\default.EDB at 10/13/2015 12:38:41 AM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\hamedan\default.EDB at 10/13/2015 12:38:50 AM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\hamedan\default.EDB at 10/13/2015 12:38:54 AM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\hamedan\default.EDB at 10/13/2015 12:40:10 AM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\hamedan\default.EDB at 10/13/2015 12:40:11 AM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\hamedan\default.EDB at 10/13/2015 12:40:14 AM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\hamedan\default.EDB at 10/13/2015 12:40:49 AM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\hamedan\default.EDB at 10/13/2015 12:42:50 AM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\hamedan\default-0.35.EDB at 10/13/2015 12:42:58 AM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\hamedan\default-0.35.EDB at 10/13/2015 12:47:16 AM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\hamedan\default-0.35.EDB at 10/13/2015 12:47:17 AM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\hamedan\default-0.35.EDB at 10/19/2015 12:18:33 PM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\hamedan\default-0.35.EDB at 10/19/2015 12:20:39 PM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\hamedan\default-0.35.EDB at 10/19/2015 12:21:40 PM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\maragheh\default-0.35.EDB at 11/28/2015 10:29:44 PM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\maragheh\default-0.35.EDB at 11/28/2015 10:33:24 PM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\maragheh\default-0.35.EDB at 11/28/2015 10:33:57 PM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\maragheh\ETABS2015-HOSEINZADEHASL-0.35-RHO1.EDB at 11/28/2015 10:34:51 PM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\maragheh\ETABS2015-HOSEINZADEHASL-0.35-RHO1.EDB at 11/28/2015 10:34:57 PM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\maragheh\ETABS2015-HOSEINZADEHASL-0.35-RHO1.EDB at 11/28/2015 10:48:12 PM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\maragheh\ETABS2015-HOSEINZADEHASL-0.35-RHO1.EDB at 11/28/2015 10:48:28 PM
ETABS 2015 Ultimate  15.1.0 File saved as D:\University\documents\workshop\maragheh\ETABS2015-HOSEINZADEHASL-0.35-RHO1.EDB at 11/28/2015 10:49:57 PM
  ENDCOMMENTS  

  END
$ END OF MODEL FILE
