$ File F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.$ET saved 9/2/10 21:20:39
 
$ PROGRAM INFORMATION
  PROGRAM  "ETABS"  VERSION "9.5.0"  

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

$ STORIES - IN SEQUENCE FROM TOP
  STORY "STORY3"  HEIGHT 320  MASTERSTORY "Yes"  
  STORY "STORY2"  HEIGHT 320  MASTERSTORY "Yes"  
  STORY "STORY1"  HEIGHT 380  SIMILARTO "STORY2"  
  STORY "BASE"  ELEV 0

$ DIAPHRAGM NAMES
  DIAPHRAGM "D1"    TYPE RIGID
  DIAPHRAGM "D2"    TYPE RIGID

$ GRIDS
  COORDSYSTEM "GLOBAL"  TYPE "CARTESIAN"  BUBBLESIZE 125
  GRID "GLOBAL"  LABEL "A"  DIR "X"  COORD 0  GRIDTYPE  "PRIMARY"    BUBBLELOC "DEFAULT"  GRIDHIDE "NO"  
  GRID "GLOBAL"  LABEL "B"  DIR "X"  COORD 343  GRIDTYPE  "PRIMARY"    BUBBLELOC "DEFAULT"  GRIDHIDE "NO"  
  GRID "GLOBAL"  LABEL "C"  DIR "X"  COORD 643  GRIDTYPE  "PRIMARY"    BUBBLELOC "DEFAULT"  GRIDHIDE "NO"  
  GRID "GLOBAL"  LABEL "D"  DIR "X"  COORD 1148  GRIDTYPE  "PRIMARY"    BUBBLELOC "DEFAULT"  GRIDHIDE "NO"  
  GRID "GLOBAL"  LABEL "3-1"  DIR "Y"  COORD -130  GRIDTYPE  "PRIMARY"    BUBBLELOC "DEFAULT"  GRIDHIDE "NO"  
  GRID "GLOBAL"  LABEL "3"  DIR "Y"  COORD 0  GRIDTYPE  "PRIMARY"    BUBBLELOC "SWITCHED"  GRIDHIDE "NO"  
  GRID "GLOBAL"  LABEL "2"  DIR "Y"  COORD 270  GRIDTYPE  "PRIMARY"    BUBBLELOC "SWITCHED"  GRIDHIDE "NO"  
  GRID "GLOBAL"  LABEL "1"  DIR "Y"  COORD 700  GRIDTYPE  "PRIMARY"    BUBBLELOC "SWITCHED"  GRIDHIDE "NO"  
  GRID "GLOBAL"  LABEL "1-1"  DIR "Y"  COORD 790  GRIDTYPE  "PRIMARY"    BUBBLELOC "DEFAULT"  GRIDHIDE "NO"  

$ MATERIAL PROPERTIES
  MATERIAL  "STEEL"  M 7.981E-06  W 0.007833  TYPE "ISOTROPIC"  E 2100000  U 0.3  A 1.16999999590917E-05
  MATERIAL  "STEEL"  DESIGNTYPE "STEEL"  FY 2400  FU 3700  PRICE 2.768E+07
  MATERIAL  "CONC"  M 2.448E-06  W 0.002403  TYPE "ISOTROPIC"  E 253105.1  U 0.2  A 9.89999989542412E-06
  MATERIAL  "CONC"  DESIGNTYPE "CONCRETE"  FY 4218.418  FC 281.2279  FYS 4218.418
  MATERIAL  "ST37"  M 7.981E-06  W 0.007833  TYPE "ISOTROPIC"  E 2100000  U 0.3  A 1.16999999590917E-05
  MATERIAL  "ST37"  DESIGNTYPE "STEEL"  FY 2400  FU 3700  PRICE 2.768E+07

$ FRAME SECTIONS
  FRAMESECTION  "UPN80"  MATERIAL "ST37"  SHAPE "UPN80"  FILE "c:\program files (x86)\computers and structures\etabs 9\euro.pro"  
  FRAMESECTION  "UPN100"  MATERIAL "ST37"  SHAPE "UPN100"  
  FRAMESECTION  "2UNP140"  MATERIAL "ST37"  SHAPE "SD Section"  
  FRAMESECTION  "C19X20X15"  MATERIAL "ST37"  SHAPE "I/Wide Flange"  D 19  B 20  TF 2  TW 0.8
  FRAMESECTION  "B17X10T10X8"  MATERIAL "ST37"  SHAPE "I/Wide Flange"  D 17  B 10  TF 1  TW 0.8
  FRAMESECTION  "B19X10T20X8"  MATERIAL "ST37"  SHAPE "I/Wide Flange"  D 19  B 10  TF 2  TW 0.8
  FRAMESECTION  "B24X10T20X8"  MATERIAL "ST37"  SHAPE "I/Wide Flange"  D 24  B 10  TF 2  TW 0.8
  FRAMESECTION  "C17X15X1"  MATERIAL "ST37"  SHAPE "I/Wide Flange"  D 17  B 15  TF 1  TW 0.8
  FRAMESECTION  "C17X10X1"  MATERIAL "ST37"  SHAPE "I/Wide Flange"  D 17  B 10  TF 1  TW 0.8
  FRAMESECTION  "UPN140"  MATERIAL "STEEL"  SHAPE "UPN140"  
  FRAMESECTION  "2UNP100"  MATERIAL "ST37"  SHAPE "SD Section"  

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

$ SECTION DESIGNER SECTIONS
  SDSECTION "2UNP140"  TYPE "FRAME"  DESIGNTYPE "STEEL"  BASEMATERIAL " "  NUMSHAPES 2  ANGLE 90
  SDSECTION "2UNP140"  SHAPE 1  MATERIAL " "  SECTION "UPN140"  XC -4.25  YC 0  ROT 180
  SDSECTION "2UNP140"  SHAPE 2  MATERIAL " "  SECTION "UPN140"  XC 4.25  YC 0
  SDSECTION "2UNP100"  TYPE "FRAME"  DESIGNTYPE "STEEL"  BASEMATERIAL " "  NUMSHAPES 2  ANGLE 90
  SDSECTION "2UNP100"  SHAPE 1  MATERIAL " "  SECTION "UPN100"  XC 3.75  YC 0
  SDSECTION "2UNP100"  SHAPE 2  MATERIAL " "  SECTION "UPN100"  XC -3.75  YC 0  ROT 180

$ WALL/SLAB/DECK PROPERTIES
  SHELLPROP  "DECK1"  PROPTYPE "DECK"  TYPE "MEMBRANE"  
  SHELLPROP  "DECK1"  DECKTYPE "UNFILLED"  DECKMATERIAL "ST37"  SHEARTHICKNESS 0.0889
  SHELLPROP  "DECK1"  RIBDEPTH 7.62  RIBWIDTH 15.2399997711182  RIBSPACING 30.48  WEIGHT 0

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

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

$ POINT COORDINATES
  POINT "1"  0 -130 
  POINT "2"  343 -130 
  POINT "3"  0 0 
  POINT "4"  343 0 
  POINT "5"  643 0 
  POINT "6"  1148 0 
  POINT "7"  0 270 
  POINT "8"  343 270 
  POINT "9"  643 270 
  POINT "10"  1148 270 
  POINT "14"  0 700 
  POINT "15"  343 700 
  POINT "16"  643 700 
  POINT "17"  1148 700 
  POINT "18"  0 790 
  POINT "19"  343 790 

$ LINE CONNECTIVITIES
  LINE  "C1"  COLUMN  "3"  "3"  1
  LINE  "C2"  COLUMN  "4"  "4"  1
  LINE  "C3"  COLUMN  "5"  "5"  1
  LINE  "C4"  COLUMN  "6"  "6"  1
  LINE  "C5"  COLUMN  "7"  "7"  1
  LINE  "C6"  COLUMN  "8"  "8"  1
  LINE  "C7"  COLUMN  "9"  "9"  1
  LINE  "C8"  COLUMN  "10"  "10"  1
  LINE  "C9"  COLUMN  "14"  "14"  1
  LINE  "C10"  COLUMN  "15"  "15"  1
  LINE  "C11"  COLUMN  "16"  "16"  1
  LINE  "C12"  COLUMN  "17"  "17"  1
  LINE  "B1"  BEAM  "1"  "2"  0
  LINE  "B2"  BEAM  "1"  "3"  0
  LINE  "B3"  BEAM  "4"  "2"  0
  LINE  "B4"  BEAM  "3"  "4"  0
  LINE  "B5"  BEAM  "4"  "5"  0
  LINE  "B6"  BEAM  "5"  "6"  0
  LINE  "B7"  BEAM  "3"  "7"  0
  LINE  "B8"  BEAM  "4"  "8"  0
  LINE  "B9"  BEAM  "5"  "9"  0
  LINE  "B10"  BEAM  "6"  "10"  0
  LINE  "B11"  BEAM  "7"  "8"  0
  LINE  "B12"  BEAM  "8"  "9"  0
  LINE  "B13"  BEAM  "9"  "10"  0
  LINE  "B14"  BEAM  "7"  "14"  0
  LINE  "B15"  BEAM  "8"  "15"  0
  LINE  "B16"  BEAM  "9"  "16"  0
  LINE  "B17"  BEAM  "10"  "17"  0
  LINE  "B18"  BEAM  "14"  "15"  0
  LINE  "B19"  BEAM  "15"  "16"  0
  LINE  "B20"  BEAM  "16"  "17"  0
  LINE  "B21"  BEAM  "14"  "18"  0
  LINE  "B22"  BEAM  "15"  "19"  0
  LINE  "B23"  BEAM  "18"  "19"  0
  LINE  "D1"  BRACE  "3"  "1"  1
  LINE  "D2"  BRACE  "1"  "3"  1
  LINE  "D3"  BRACE  "4"  "2"  1
  LINE  "D4"  BRACE  "2"  "4"  1
  LINE  "D11"  BRACE  "18"  "14"  1
  LINE  "D12"  BRACE  "14"  "18"  1
  LINE  "D13"  BRACE  "15"  "19"  1
  LINE  "D14"  BRACE  "19"  "15"  1
  LINE  "D15"  BRACE  "9"  "10"  1
  LINE  "D16"  BRACE  "10"  "9"  1
  LINE  "D5"  BRACE  "10"  "17"  1
  LINE  "D6"  BRACE  "17"  "10"  1
  LINE  "D61"  BRACE  "3"  "7"  1
  LINE  "D62"  BRACE  "7"  "3"  1

$ AREA CONNECTIVITIES
  AREA "F1"  FLOOR  4  "1"  "2"  "4"  "3"  0  0  0  0  
  AREA "F2"  FLOOR  4  "3"  "4"  "8"  "7"  0  0  0  0  
  AREA "F3"  FLOOR  4  "4"  "5"  "9"  "8"  0  0  0  0  
  AREA "F4"  FLOOR  4  "7"  "8"  "15"  "14"  0  0  0  0  
  AREA "F5"  FLOOR  4  "8"  "9"  "16"  "15"  0  0  0  0  
  AREA "F6"  FLOOR  4  "9"  "10"  "17"  "16"  0  0  0  0  
  AREA "F7"  FLOOR  4  "14"  "15"  "19"  "18"  0  0  0  0  
  AREA "A1"  AREA  4  "5"  "6"  "10"  "9"  0  0  0  0  

$ POINT ASSIGNS
  POINTASSIGN  "3"  "BASE"  RESTRAINT "UX UY UZ"  
  POINTASSIGN  "7"  "BASE"  RESTRAINT "UX UY UZ"  
  POINTASSIGN  "14"  "BASE"  RESTRAINT "UX UY UZ"  
  POINTASSIGN  "4"  "BASE"  RESTRAINT "UX UY UZ"  
  POINTASSIGN  "8"  "BASE"  RESTRAINT "UX UY UZ"  
  POINTASSIGN  "15"  "BASE"  RESTRAINT "UX UY UZ"  
  POINTASSIGN  "5"  "BASE"  RESTRAINT "UX UY UZ"  
  POINTASSIGN  "9"  "BASE"  RESTRAINT "UX UY UZ"  
  POINTASSIGN  "16"  "BASE"  RESTRAINT "UX UY UZ"  
  POINTASSIGN  "6"  "BASE"  RESTRAINT "UX UY UZ"  
  POINTASSIGN  "10"  "BASE"  RESTRAINT "UX UY UZ"  
  POINTASSIGN  "17"  "BASE"  RESTRAINT "UX UY UZ"  

$ LINE ASSIGNS
  LINEASSIGN  "C1"  "STORY3"  SECTION "C17X10X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C1"  "STORY2"  SECTION "C19X20X15"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C1"  "STORY1"  SECTION "C19X20X15"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C5"  "STORY3"  SECTION "C17X10X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C5"  "STORY2"  SECTION "C19X20X15"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C5"  "STORY1"  SECTION "C19X20X15"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C9"  "STORY3"  SECTION "C17X10X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C9"  "STORY2"  SECTION "C17X10X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C9"  "STORY1"  SECTION "C17X15X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "STORY3"  SECTION "C17X10X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "STORY2"  SECTION "C17X15X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "STORY1"  SECTION "C17X15X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C6"  "STORY3"  SECTION "C17X10X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C6"  "STORY2"  SECTION "C17X10X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C6"  "STORY1"  SECTION "C17X15X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C10"  "STORY3"  SECTION "C17X10X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C10"  "STORY2"  SECTION "C17X15X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C10"  "STORY1"  SECTION "C17X15X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C3"  "STORY3"  SECTION "C17X10X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C3"  "STORY2"  SECTION "C17X15X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C3"  "STORY1"  SECTION "C17X15X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C7"  "STORY3"  SECTION "C17X15X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C7"  "STORY2"  SECTION "C19X20X15"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C7"  "STORY1"  SECTION "C19X20X15"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C11"  "STORY3"  SECTION "C17X10X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C11"  "STORY2"  SECTION "C17X10X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C11"  "STORY1"  SECTION "C17X15X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C4"  "STORY3"  SECTION "C17X10X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C4"  "STORY2"  SECTION "C17X10X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C4"  "STORY1"  SECTION "C17X15X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C8"  "STORY3"  SECTION "C17X10X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C8"  "STORY2"  SECTION "C19X20X15"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C8"  "STORY1"  SECTION "C19X20X15"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C12"  "STORY3"  SECTION "C17X10X1"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C12"  "STORY2"  SECTION "C19X20X15"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "C12"  "STORY1"  SECTION "C19X20X15"  DESIGN "STEEL"  ANG  0  MINNUMSTA 1  RIGIDZONE 0.5  MESH "POINTSANDLINES"  
  LINEASSIGN  "B7"  "STORY3"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B7"  "STORY2"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B7"  "STORY1"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B14"  "STORY3"  SECTION "B19X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B14"  "STORY2"  SECTION "B19X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B14"  "STORY1"  SECTION "B19X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B8"  "STORY3"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B8"  "STORY2"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B8"  "STORY1"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B15"  "STORY3"  SECTION "B19X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B15"  "STORY2"  SECTION "B19X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B15"  "STORY1"  SECTION "B19X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B9"  "STORY3"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B9"  "STORY2"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B9"  "STORY1"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "STORY3"  SECTION "B19X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "STORY2"  SECTION "B19X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "STORY1"  SECTION "B19X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B10"  "STORY3"  SECTION "B24X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B10"  "STORY2"  SECTION "B24X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B10"  "STORY1"  SECTION "B24X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "STORY3"  SECTION "B19X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "STORY2"  SECTION "B19X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "STORY1"  SECTION "B19X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B4"  "STORY3"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B4"  "STORY2"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B4"  "STORY1"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B5"  "STORY3"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B5"  "STORY2"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B5"  "STORY1"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B6"  "STORY3"  SECTION "B24X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B6"  "STORY2"  SECTION "B24X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B6"  "STORY1"  SECTION "B24X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B11"  "STORY3"  SECTION "B19X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B11"  "STORY2"  SECTION "B19X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B11"  "STORY1"  SECTION "B19X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B12"  "STORY3"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B12"  "STORY2"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B12"  "STORY1"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B13"  "STORY3"  SECTION "B24X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B13"  "STORY2"  SECTION "B24X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B13"  "STORY1"  SECTION "B24X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "STORY3"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "STORY2"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "STORY1"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B19"  "STORY3"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B19"  "STORY2"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B19"  "STORY1"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B20"  "STORY3"  SECTION "B24X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B20"  "STORY2"  SECTION "B24X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B20"  "STORY1"  SECTION "B24X10T20X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B23"  "STORY1"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  CARDINALPT 8    MESH "POINTSANDLINES"  
  LINEASSIGN  "B1"  "STORY1"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  CARDINALPT 8    MESH "POINTSANDLINES"  
  LINEASSIGN  "B21"  "STORY1"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B22"  "STORY1"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B3"  "STORY1"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B2"  "STORY1"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B23"  "STORY3"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  CARDINALPT 8    MESH "POINTSANDLINES"  
  LINEASSIGN  "B1"  "STORY3"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  CARDINALPT 8    MESH "POINTSANDLINES"  
  LINEASSIGN  "B21"  "STORY3"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B22"  "STORY3"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B3"  "STORY3"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B2"  "STORY3"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B23"  "STORY2"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  CARDINALPT 8    MESH "POINTSANDLINES"  
  LINEASSIGN  "B1"  "STORY2"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  CARDINALPT 8    MESH "POINTSANDLINES"  
  LINEASSIGN  "B21"  "STORY2"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B22"  "STORY2"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B3"  "STORY2"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "B2"  "STORY2"  SECTION "B17X10T10X8"  DESIGN "STEEL"  ANG  0  MAXSTASPC 50  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D13"  "STORY3"  SECTION "UPN100"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D14"  "STORY3"  SECTION "UPN80"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D14"  "STORY2"  SECTION "UPN80"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D3"  "STORY3"  SECTION "UPN100"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D4"  "STORY2"  SECTION "UPN80"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D4"  "STORY3"  SECTION "UPN80"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D11"  "STORY3"  SECTION "UPN80"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D12"  "STORY3"  SECTION "UPN100"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D1"  "STORY3"  SECTION "UPN100"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D2"  "STORY3"  SECTION "UPN80"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D2"  "STORY2"  SECTION "UPN80"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D11"  "STORY2"  SECTION "UPN80"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D15"  "STORY2"  SECTION "2UNP140"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D16"  "STORY2"  SECTION "2UNP140"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D15"  "STORY3"  SECTION "2UNP140"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D16"  "STORY3"  SECTION "2UNP140"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D15"  "STORY1"  SECTION "2UNP140"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D16"  "STORY1"  SECTION "2UNP140"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D5"  "STORY1"  SECTION "2UNP100"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D6"  "STORY1"  SECTION "2UNP100"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D5"  "STORY2"  SECTION "2UNP100"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D6"  "STORY2"  SECTION "2UNP100"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D5"  "STORY3"  SECTION "2UNP100"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D6"  "STORY3"  SECTION "2UNP100"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D61"  "STORY1"  SECTION "2UNP100"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D62"  "STORY1"  SECTION "2UNP100"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D61"  "STORY2"  SECTION "2UNP100"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D62"  "STORY2"  SECTION "2UNP100"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D61"  "STORY3"  SECTION "2UNP100"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  
  LINEASSIGN  "D62"  "STORY3"  SECTION "2UNP100"  DESIGN "STEEL"  ANG  0  MINNUMSTA 3  RIGIDZONE 0.5  RELEASE "TI M2I M2J M3I M3J"  MESH "POINTSANDLINES"  

$ AREA ASSIGNS
  AREAASSIGN  "F4"  "STORY1"  SECTION "DECK1"  ANG 90  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "F4"  "STORY3"  SECTION "DECK1"  ANG 90  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "F4"  "STORY2"  SECTION "DECK1"  ANG 90  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "F2"  "STORY1"  SECTION "DECK1"  ANG 90  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "F2"  "STORY3"  SECTION "DECK1"  ANG 90  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "F2"  "STORY2"  SECTION "DECK1"  ANG 90  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "F5"  "STORY1"  SECTION "DECK1"  ANG 90  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "F5"  "STORY3"  SECTION "DECK1"  ANG 90  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "F5"  "STORY2"  SECTION "DECK1"  ANG 90  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "F3"  "STORY1"  SECTION "DECK1"  ANG 90  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "F3"  "STORY3"  SECTION "DECK1"  ANG 90  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "F3"  "STORY2"  SECTION "DECK1"  ANG 90  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "A1"  "STORY1"  OPENING "YES"  
  AREAASSIGN  "A1"  "STORY3"  OPENING "YES"  
  AREAASSIGN  "A1"  "STORY2"  OPENING "YES"  
  AREAASSIGN  "F6"  "STORY1"  SECTION "DECK1"  ANG 90  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "F6"  "STORY3"  SECTION "DECK1"  ANG 90  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "F6"  "STORY2"  SECTION "DECK1"  ANG 90  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "F7"  "STORY1"  SECTION "DECK1"  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "F7"  "STORY3"  SECTION "DECK1"  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "F7"  "STORY2"  SECTION "DECK1"  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "F1"  "STORY1"  SECTION "DECK1"  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "F1"  "STORY3"  SECTION "DECK1"  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"
  AREAASSIGN  "F1"  "STORY2"  SECTION "DECK1"  OBJMESHTYPE "DEFAULT"  DIAPH  "D1"

$ STATIC LOADS
  LOADCASE "DL"  TYPE  "DEAD"  SELFWEIGHT  1
  LOADCASE "LL"  TYPE  "LIVE"  SELFWEIGHT  0
  LOADCASE "EX"  TYPE  "QUAKE"  SELFWEIGHT  0
  LOADCASE "EY"  TYPE  "QUAKE"  SELFWEIGHT  0
  SEISMIC "EX"  "USER_COEFF"    DIR "X"  TOPSTORY "STORY3"    BOTTOMSTORY "BASE"    SHEARCOEFF 0.118  HEIGHTEXPONENT 1
  SEISMIC "EY"  "USER_COEFF"    DIR "Y"  TOPSTORY "STORY3"    BOTTOMSTORY "BASE"    SHEARCOEFF 0.118  HEIGHTEXPONENT 1

$ POINT OBJECT LOADS
  POINTLOAD  "5"  "STORY3"  TYPE "FORCE"  LC "DL"    FZ -2500
  POINTLOAD  "9"  "STORY3"  TYPE "FORCE"  LC "DL"    FZ -2500
  POINTLOAD  "6"  "STORY3"  TYPE "FORCE"  LC "DL"    FZ -2500
  POINTLOAD  "10"  "STORY3"  TYPE "FORCE"  LC "DL"    FZ -2500
  POINTLOAD  "5"  "STORY3"  TYPE "FORCE"  LC "LL"    FZ -500
  POINTLOAD  "9"  "STORY3"  TYPE "FORCE"  LC "LL"    FZ -500
  POINTLOAD  "6"  "STORY3"  TYPE "FORCE"  LC "LL"    FZ -500
  POINTLOAD  "10"  "STORY3"  TYPE "FORCE"  LC "LL"    FZ -500

$ LINE OBJECT LOADS
  LINELOAD  "B23"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 2.5
  LINELOAD  "B1"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 2.5
  LINELOAD  "B23"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 2.5
  LINELOAD  "B1"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 2.5
  LINELOAD  "B7"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B7"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B14"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B14"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B10"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 28.1
  LINELOAD  "B10"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 28.1
  LINELOAD  "B17"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B17"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B13"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B13"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B21"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B22"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B3"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B2"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B21"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B22"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B3"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B2"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B5"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B5"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B20"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 4.86
  LINELOAD  "B20"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 4.86
  LINELOAD  "B1"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 4.86
  LINELOAD  "B1"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 4.86
  LINELOAD  "B7"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 2.7
  LINELOAD  "B14"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 2.7
  LINELOAD  "B17"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 2.7
  LINELOAD  "B5"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 2.7
  LINELOAD  "B19"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 2.7
  LINELOAD  "B20"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 2.7
  LINELOAD  "B23"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 2.7
  LINELOAD  "B1"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 2.7
  LINELOAD  "B21"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 2.7
  LINELOAD  "B22"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 2.7
  LINELOAD  "B3"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 2.7
  LINELOAD  "B2"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 2.7
  LINELOAD  "B9"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 28.1
  LINELOAD  "B10"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B6"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B13"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 8.1
  LINELOAD  "B9"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 20
  LINELOAD  "B9"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 20
  LINELOAD  "B9"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 8.75
  LINELOAD  "B9"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 8.75
  LINELOAD  "B9"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 8.75
  LINELOAD  "B10"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 8.75
  LINELOAD  "B10"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 8.75
  LINELOAD  "B10"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 8.75
  LINELOAD  "B23"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 4
  LINELOAD  "B23"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 4
  LINELOAD  "B9"  "STORY2"  TYPE "TRAPF"  DIR "GRAV"  LC "DL"  FSTART 8.1  FEND 8.1  RDSTART 0  RDEND 0.25  
  LINELOAD  "B9"  "STORY2"  TYPE "TRAPF"  DIR "GRAV"  LC "DL"  FSTART 8.1  FEND 8.1  RDSTART 0.25  RDEND 0.5  
  LINELOAD  "B9"  "STORY1"  TYPE "TRAPF"  DIR "GRAV"  LC "DL"  FSTART 8.1  FEND 8.1  RDSTART 0  RDEND 0.25  
  LINELOAD  "B9"  "STORY1"  TYPE "TRAPF"  DIR "GRAV"  LC "DL"  FSTART 8.1  FEND 8.1  RDSTART 0.25  RDEND 0.5  
  LINELOAD  "B19"  "STORY2"  TYPE "TRAPF"  DIR "GRAV"  LC "DL"  FSTART 8.1  FEND 8.1  RDSTART 0  RDEND 0.25  
  LINELOAD  "B19"  "STORY2"  TYPE "TRAPF"  DIR "GRAV"  LC "DL"  FSTART 8.1  FEND 8.1  RDSTART 0.25  RDEND 0.75  
  LINELOAD  "B19"  "STORY1"  TYPE "TRAPF"  DIR "GRAV"  LC "DL"  FSTART 8.1  FEND 8.1  RDSTART 0  RDEND 0.25  
  LINELOAD  "B19"  "STORY1"  TYPE "TRAPF"  DIR "GRAV"  LC "DL"  FSTART 8.1  FEND 8.1  RDSTART 0.25  RDEND 0.75  
  LINELOAD  "B6"  "STORY2"  TYPE "TRAPF"  DIR "GRAV"  LC "DL"  FSTART 8.1  FEND 8.1  RDSTART 0.25  RDEND 0.75  
  LINELOAD  "B6"  "STORY1"  TYPE "TRAPF"  DIR "GRAV"  LC "DL"  FSTART 8.1  FEND 8.1  RDSTART 0.25  RDEND 0.75  

$ AREA OBJECT LOADS
  AREALOAD  "F4"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.02
  AREALOAD  "F4"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.02
  AREALOAD  "F2"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.02
  AREALOAD  "F2"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.02
  AREALOAD  "F5"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.02
  AREALOAD  "F5"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.02
  AREALOAD  "F6"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.02
  AREALOAD  "F6"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.02
  AREALOAD  "F7"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.03
  AREALOAD  "F7"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.03
  AREALOAD  "F1"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.03
  AREALOAD  "F1"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.03
  AREALOAD  "F4"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.015
  AREALOAD  "F2"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.015
  AREALOAD  "F5"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.015
  AREALOAD  "F3"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.015
  AREALOAD  "F6"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.015
  AREALOAD  "F7"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.015
  AREALOAD  "F1"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.015
  AREALOAD  "F3"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.02
  AREALOAD  "F3"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "LL"  FVAL 0.02
  AREALOAD  "F4"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.056
  AREALOAD  "F2"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.056
  AREALOAD  "F5"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.056
  AREALOAD  "F3"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.056
  AREALOAD  "F6"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.056
  AREALOAD  "F7"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.056
  AREALOAD  "F1"  "STORY3"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.056
  AREALOAD  "F4"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.0525
  AREALOAD  "F4"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.0525
  AREALOAD  "F2"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.0525
  AREALOAD  "F2"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.0525
  AREALOAD  "F5"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.0525
  AREALOAD  "F5"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.0525
  AREALOAD  "F3"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.0645
  AREALOAD  "F3"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.0645
  AREALOAD  "F6"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.0525
  AREALOAD  "F6"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.0525
  AREALOAD  "F7"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.0525
  AREALOAD  "F7"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.0525
  AREALOAD  "F1"  "STORY1"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.0525
  AREALOAD  "F1"  "STORY2"  TYPE "UNIFF"  DIR "GRAV"  LC "DL"  FVAL 0.0525

$ ANALYSIS OPTIONS
  ACTIVEDOF "UX UY UZ RX RY RZ"  
  DYNAMICS  MODES 9  MODETYPE "EIGEN"  TOL 0.0000001
  PDELTA  METHOD "ITERATIVE"  MAXITER 10  TOLD 0.001
  PDELTA  LOAD "DL"  FACTOR 1
  PDELTA  LOAD "LL"  FACTOR 1
  MASSOPTIONS  GRAVITY 980.665  SOURCE "LOADS"  LATERALONLY "YES"    STORYLEVELONLY "YES"  
  MASSOPTIONS  LOAD "DL"  FACTOR 1
  MASSOPTIONS  LOAD "LL"  FACTOR 0.2

$ FUNCTIONS
  FUNCTION "S4M"  FUNCTYPE "SPECTRUM"  DAMPRATIO 0.05  SPECTYPE "USER"  
  FUNCTION "S4M"  TIMEVAL "0  1    0.1  2.5    0.15  3.25    0.2  3.25    0.3  3.25    0.4  3.25    0.5  3.25    0.6  3.25"  
  FUNCTION "S4M"  TIMEVAL "00.7  3.25    0.8  3.25    0.9  3.25    1  3.25    1.1  3.0499    1.2  2.878    1.3  2.7285    1.4  2.597"  
  FUNCTION "S4M"  TIMEVAL "01.5  2.4802    1.6  2.3758    1.7  2.2817    1.8  2.1964    1.9  2.1186    2  2.0474    2.1  1.9818    2.2  1.9213"  
  FUNCTION "S4M"  TIMEVAL "02.3  1.8652    2.4  1.813    2.5  1.7644    2.6  1.7188    2.7  1.6761    2.8  1.636    2.9  1.5982    3  1.5624"  
  FUNCTION "S4M"  TIMEVAL "03.1  1.5287    3.2  1.4966    3.3  1.4662    3.4  1.4374    3.5  1.4098    3.6  1.3836    3.7  1.3586    3.8  1.3346"  
  FUNCTION "S4M"  TIMEVAL "03.9  1.3117    4  1.2898"  
  FUNCTION "S3H"  FUNCTYPE "SPECTRUM"  DAMPRATIO 0.05  SPECTYPE "USER"  
  FUNCTION "S3H"  TIMEVAL "0  1    0.1  2.1667    0.15  2.75    0.2  2.75    0.3  2.75    0.4  2.75    0.5  2.75    0.6  2.75"  
  FUNCTION "S3H"  TIMEVAL "00.7  2.75    0.8  2.5158    0.9  2.3258    1  2.168    1.1  2.0346    1.2  1.9199    1.3  1.8201    1.4  1.7324"  
  FUNCTION "S3H"  TIMEVAL "01.5  1.6545    1.6  1.5848    1.7  1.5221    1.8  1.4652    1.9  1.4133    2  1.3658    2.1  1.3221    2.2  1.2817"  
  FUNCTION "S3H"  TIMEVAL "02.3  1.2443    2.4  1.2095    2.5  1.177    2.6  1.1466    2.7  1.1181    2.8  1.0913    2.9  1.0661    3  1.0423"  
  FUNCTION "S3H"  TIMEVAL "03.1  1.0197    3.2  0.9984    3.3  0.9781    3.4  0.9588    3.5  0.9405    3.6  0.923    3.7  0.9063    3.8  0.8903"  
  FUNCTION "S3H"  TIMEVAL "03.9  0.875    4  0.8604"  

$ RESPONSE SPECTRUM CASES
  RSCASE "SMX"  DAMP 0.05  DIRCOMBO "SRSS"  ANG 0  ECCENTRICITY 0.05
  RSCASE "SMX"  FUNC1 "S4M"  SF1 50.136
  RSCASE "SMX"  MODECOMBO "CQC"
  RSCASE "SMY"  DAMP 0.05  DIRCOMBO "SRSS"  ANG 0  ECCENTRICITY 0.075
  RSCASE "SMY"  FUNC2 "S4M"  SF2 50.6328
  RSCASE "SMY"  MODECOMBO "CQC"
  RSCASE "SHX"  DAMP 0.05  DIRCOMBO "SRSS"  ANG 0  ECCENTRICITY 0.05
  RSCASE "SHX"  FUNC1 "S3H"  SF1 60.156
  RSCASE "SHX"  MODECOMBO "CQC"
  RSCASE "SHY"  DAMP 0.05  DIRCOMBO "SRSS"  ANG 0  ECCENTRICITY 0.075
  RSCASE "SHY"  FUNC2 "S3H"  SF2 59.663
  RSCASE "SHY"  MODECOMBO "CQC"

$ LOAD COMBINATIONS
  COMBO "DEFDL"  TYPE "ADD"  DESIGN "STEELDEFLECTION"  
  COMBO "DEFDL"  LOAD "DL"  SF 1
  COMBO "DEFDL"  LOAD "LL"  SF 1
  COMBO "DEFL"  TYPE "ADD"  DESIGN "STEELDEFLECTION"  
  COMBO "DEFL"  LOAD "LL"  SF 1
  COMBO "UDSTLS1"  TYPE "ADD"  DESIGN "STEELSTRENGTH"  
  COMBO "UDSTLS1"  LOAD "DL"  SF 1
  COMBO "UDSTLS2"  TYPE "ADD"  DESIGN "STEELSTRENGTH"  
  COMBO "UDSTLS2"  LOAD "DL"  SF 1
  COMBO "UDSTLS2"  LOAD "LL"  SF 1
  COMBO "UDSTLS3"  TYPE "ADD"  DESIGN "STEELSTRENGTH"  
  COMBO "UDSTLS3"  LOAD "DL"  SF 0.75
  COMBO "UDSTLS3"  LOAD "LL"  SF 0.75
  COMBO "UDSTLS3"  SPEC "SMX"  SF 0.75
  COMBO "UDSTLS4"  TYPE "ADD"  DESIGN "STEELSTRENGTH"  
  COMBO "UDSTLS4"  LOAD "DL"  SF 0.75
  COMBO "UDSTLS4"  LOAD "LL"  SF 0.75
  COMBO "UDSTLS4"  SPEC "SMY"  SF 0.75
  COMBO "UDSTLS5"  TYPE "ADD"  DESIGN "STEELSTRENGTH"  
  COMBO "UDSTLS5"  LOAD "DL"  SF 0.75
  COMBO "UDSTLS5"  LOAD "LL"  SF 0.75
  COMBO "UDSTLS5"  SPEC "SHX"  SF 0.75
  COMBO "UDSTLS6"  TYPE "ADD"  DESIGN "STEELSTRENGTH"  
  COMBO "UDSTLS6"  LOAD "DL"  SF 0.75
  COMBO "UDSTLS6"  LOAD "LL"  SF 0.75
  COMBO "UDSTLS6"  SPEC "SHY"  SF 0.75
  COMBO "UDSTLS7"  TYPE "ADD"  DESIGN "STEELSTRENGTH"  
  COMBO "UDSTLS7"  LOAD "DL"  SF 0.75
  COMBO "UDSTLS7"  SPEC "SMX"  SF 0.75
  COMBO "UDSTLS8"  TYPE "ADD"  DESIGN "STEELSTRENGTH"  
  COMBO "UDSTLS8"  LOAD "DL"  SF 0.75
  COMBO "UDSTLS8"  SPEC "SMY"  SF 0.75
  COMBO "UDSTLS9"  TYPE "ADD"  DESIGN "STEELSTRENGTH"  
  COMBO "UDSTLS9"  LOAD "DL"  SF 0.75
  COMBO "UDSTLS9"  SPEC "SHX"  SF 0.75
  COMBO "UDSTLS10"  TYPE "ADD"  DESIGN "STEELSTRENGTH"  
  COMBO "UDSTLS10"  LOAD "DL"  SF 0.75
  COMBO "UDSTLS10"  SPEC "SHY"  SF 0.75

$ STEEL DESIGN PREFERENCES
  STEELPREFERENCE  CODE "UBC97-ASD"  THDESIGN "EVERYSTEP"  FRAMETYPE "SPECIAL CBF"  
  STEELPREFERENCE  ZONE 4  IMPORTANCEFACTOR 1 SYSTEMR 8 OMEGA0 3 
  STEELPREFERENCE  ZONE 4  IMPORTANCEFACTOR 1 SYSTEMR 8 OMEGA0 3 
  STEELPREFERENCE  CONSIDERDEFLECTION "YES"  RELATIVEDEFLECTION "BOTH"  
  STEELPREFERENCE  DLDEFLECTIONLIMIT 120 SLDEFLECTIONLIMIT 120 LLDEFLECTIONLIMIT 360 TLDEFLECTIONLIMIT 240 TLMCDEFLECTIONLIMIT 240 
  STEELPREFERENCE  DLDEFLECTIONLIMITABS 2.54 SLDEFLECTIONLIMITABS 2.54 LLDEFLECTIONLIMITABS 2.54 TLDEFLECTIONLIMITABS 2.54 TLMCDEFLECTIONLIMITABS 2.54 
  STEELPREFERENCE  CALCULATECAMBER "NO"  PERCENTCAMBERWDL 1 CAMBERRELMAXLIMIT 180 CAMBERIGNORELIMIT 1.905 
  STEELPREFERENCE  CAMBERABSMAXLIMIT 10.16 CAMBERINTERVAL 0.635 CAMBERROUNDDOWN "YES"  
  STEELPREFERENCE  PATTERNLLF 0.75 MAXITERATION 1 SRLIMIT 1.05 

$ STEEL DESIGN OVERWRITES
  STEELDATA  "C1"  "STORY2"  SECTION "C19X20X15"
  STEELDATA  "C5"  "STORY3"  SECTION "C17X10X1"
  STEELDATA  "C5"  "STORY2"  SECTION "C19X20X15"
  STEELDATA  "C2"  "STORY2"  SECTION "C17X15X1"
  STEELDATA  "C6"  "STORY2"  SECTION "C17X10X1"
  STEELDATA  "C10"  "STORY2"  SECTION "C17X15X1"
  STEELDATA  "C3"  "STORY2"  SECTION "C17X15X1"
  STEELDATA  "C7"  "STORY3"  SECTION "C17X15X1"
  STEELDATA  "C7"  "STORY2"  SECTION "C19X20X15"
  STEELDATA  "C11"  "STORY2"  SECTION "C17X10X1"
  STEELDATA  "C8"  "STORY3"  SECTION "C17X10X1"
  STEELDATA  "C8"  "STORY2"  SECTION "C19X20X15"
  STEELDATA  "C8"  "STORY1"  SECTION "C19X20X15"
  STEELDATA  "C12"  "STORY2"  SECTION "C19X20X15"
  STEELDATA  "C12"  "STORY1"  SECTION "C19X20X15"
  STEELDATA  "B8"  "STORY3"  LMINOR 0.0001
  STEELDATA  "B8"  "STORY2"  LMINOR 0.0001
  STEELDATA  "B8"  "STORY1"  LMINOR 0.0001
  STEELDATA  "B15"  "STORY3"  LMINOR 0.0001
  STEELDATA  "B15"  "STORY2"  LMINOR 0.0001
  STEELDATA  "B15"  "STORY1"  LMINOR 0.0001
  STEELDATA  "B9"  "STORY3"  LMAJOR 0.9  LMINOR 0.0001
  STEELDATA  "B9"  "STORY3"  FBMAJOR 1584
  STEELDATA  "B9"  "STORY2"  LMINOR 0.0001
  STEELDATA  "B9"  "STORY1"  LMINOR 0.0001
  STEELDATA  "B16"  "STORY3"  LMINOR 0.0001
  STEELDATA  "B16"  "STORY2"  LMINOR 0.0001
  STEELDATA  "B16"  "STORY1"  LMINOR 0.0001
  STEELDATA  "B4"  "STORY3"  LMINOR 0.0001
  STEELDATA  "B4"  "STORY2"  LMINOR 0.0001
  STEELDATA  "B4"  "STORY1"  LMINOR 0.0001
  STEELDATA  "B5"  "STORY3"  LMINOR 0.0001
  STEELDATA  "B5"  "STORY2"  LMINOR 0.0001
  STEELDATA  "B5"  "STORY1"  LMINOR 0.0001
  STEELDATA  "B6"  "STORY3"  SECTION "B24X10T20X8"
  STEELDATA  "B6"  "STORY2"  SECTION "B24X10T20X8"
  STEELDATA  "B6"  "STORY1"  SECTION "B24X10T20X8"
  STEELDATA  "B11"  "STORY3"  LMINOR 0.0001
  STEELDATA  "B11"  "STORY2"  LMINOR 0.0001
  STEELDATA  "B11"  "STORY1"  LMINOR 0.0001
  STEELDATA  "B12"  "STORY3"  LMINOR 0.0001
  STEELDATA  "B12"  "STORY2"  LMINOR 0.0001
  STEELDATA  "B12"  "STORY1"  LMINOR 0.0001
  STEELDATA  "B13"  "STORY3"  LMINOR 0.0001
  STEELDATA  "B13"  "STORY2"  LMINOR 0.0001
  STEELDATA  "B13"  "STORY1"  LMINOR 0.0001
  STEELDATA  "B18"  "STORY3"  LMINOR 0.0001
  STEELDATA  "B18"  "STORY2"  LMINOR 0.0001
  STEELDATA  "B18"  "STORY1"  LMINOR 0.0001
  STEELDATA  "B19"  "STORY3"  LMINOR 0.0001
  STEELDATA  "B19"  "STORY2"  LMINOR 0.0001
  STEELDATA  "B19"  "STORY1"  LMINOR 0.0001
  STEELDATA  "B20"  "STORY3"  LMINOR 0.0001
  STEELDATA  "B20"  "STORY2"  LMINOR 0.0001
  STEELDATA  "B20"  "STORY1"  LMINOR 0.0001
  STEELDATA  "B21"  "STORY1"  LMINOR 0.0001
  STEELDATA  "B22"  "STORY1"  LMINOR 0.0001
  STEELDATA  "B3"  "STORY1"  LMINOR 0.0001
  STEELDATA  "B2"  "STORY1"  LMINOR 0.0001
  STEELDATA  "B21"  "STORY3"  LMINOR 0.0001
  STEELDATA  "B22"  "STORY3"  LMINOR 0.0001
  STEELDATA  "B3"  "STORY3"  LMINOR 0.0001
  STEELDATA  "B2"  "STORY3"  LMINOR 0.0001
  STEELDATA  "B21"  "STORY2"  LMINOR 0.0001
  STEELDATA  "B22"  "STORY2"  LMINOR 0.0001
  STEELDATA  "B3"  "STORY2"  LMINOR 0.0001
  STEELDATA  "B2"  "STORY2"  LMINOR 0.0001
  STEELDATA  "D13"  "STORY3"  LMAJOR 1  LMINOR 1
  STEELDATA  "D13"  "STORY3"  KMAJOR 1  KMINOR 1
  STEELDATA  "D14"  "STORY3"  LMAJOR 1  LMINOR 1
  STEELDATA  "D14"  "STORY3"  KMAJOR 1  KMINOR 1
  STEELDATA  "D14"  "STORY2"  LMAJOR 1  LMINOR 1
  STEELDATA  "D14"  "STORY2"  KMAJOR 1  KMINOR 1
  STEELDATA  "D3"  "STORY3"  LMAJOR 1  LMINOR 1
  STEELDATA  "D3"  "STORY3"  KMAJOR 1  KMINOR 1
  STEELDATA  "D4"  "STORY2"  LMAJOR 1  LMINOR 1
  STEELDATA  "D4"  "STORY2"  KMAJOR 1  KMINOR 1
  STEELDATA  "D4"  "STORY3"  LMAJOR 1  LMINOR 1
  STEELDATA  "D4"  "STORY3"  KMAJOR 1  KMINOR 1
  STEELDATA  "D11"  "STORY3"  LMAJOR 1  LMINOR 1
  STEELDATA  "D11"  "STORY3"  KMAJOR 1  KMINOR 1
  STEELDATA  "D12"  "STORY3"  LMAJOR 1  LMINOR 1
  STEELDATA  "D12"  "STORY3"  KMAJOR 1  KMINOR 1
  STEELDATA  "D1"  "STORY3"  LMAJOR 1  LMINOR 1
  STEELDATA  "D1"  "STORY3"  KMAJOR 1  KMINOR 1
  STEELDATA  "D2"  "STORY3"  LMAJOR 1  LMINOR 1
  STEELDATA  "D2"  "STORY3"  KMAJOR 1  KMINOR 1
  STEELDATA  "D2"  "STORY2"  LMAJOR 1  LMINOR 1
  STEELDATA  "D2"  "STORY2"  KMAJOR 1  KMINOR 1
  STEELDATA  "D11"  "STORY2"  LMAJOR 1  LMINOR 1
  STEELDATA  "D11"  "STORY2"  KMAJOR 1  KMINOR 1

$ CONCRETE DESIGN PREFERENCES
  CONCRETEPREFERENCE  CODE "ACI 318-05/IBC 2003"  THDESIGN "EVERYSTEP"    CONSIDERMINECCENTRICITY "YES"  
  CONCRETEPREFERENCE  NUMINTERCURVES 24  NUMINTERPOINTS 11  PATTERNLLF 0.75  UFLIMIT 0.95
  CONCRETEPREFERENCE  SDC "D"    PHITENSIONCTRL 0.9  PHICOMPRESSIONCTRLTIED 0.65  PHICOMPRESSIONCTRLSPIRAL 0.7  PHISHEARTORSION 0.75  PHISHEARSEISMIC 0.6  PHISHEARJOINT 0.85

$ COMPOSITE DESIGN PREFERENCES
  COMPOSITEPREFERENCE  CODE "AISC-LRFD93"  
  COMPOSITEPREFERENCE  PHI-B 0.9  PHI-BCNE 0.9  PHI-BCNP 0.85  PHI-BCPE 0.9  PHI-BCPP 0.85  PHI-V 0.9
  COMPOSITEPREFERENCE  SHORED "NO"  %MIDDLERANGE 70  PATTERNLLF 0.75  SRLIMIT 1  SINGLESEGMENT "NO"    STUDINCREASEFACTOR 1  MINNUMEXTRASTUDS 0
  COMPOSITEPREFERENCE  DLLIMIT 0  SLLIMIT 240  LLLIMIT 360  TLLIMIT 240  CREEPFACTOR 1
  COMPOSITEPREFERENCE  %DLCAMBER 100  CAMBERIGNORE 1.905  CAMBERABSMAX 10.16  CAMBERRELMAX 180  CAMBERINTERVAL 0.635  CAMBERROUNDDOWN "YES"  
  COMPOSITEPREFERENCE  %VIBLL 25  CONSIDERFREQ "NO"  MINFREQ 8  CONSIDERDAMP "NO"  %INHERENTDAMP 4
  COMPOSITEPREFERENCE  OPTIMIZEPRICE "NO"  CONNECTORPRICE 0  CAMBERPRICE 0

$ WALL DESIGN PREFERENCES
  WALLPREFERENCE  CODE "UBC97"  THDESIGN "EVERYSTEP"
  WALLPREFERENCE  REBARUNITS "in^2"  REBAR/LENGTHUNITS "in^2/ft"
  WALLPREFERENCE  PHI-B 0.9  PHI-C 0.7  PHI-VNS 0.85  PHI-VS 0.6  PMAXFACTOR 0.8
  WALLPREFERENCE  NUMCURVES 24  NUMPOINTS 11
  WALLPREFERENCE  PTMAX 0.06  PCMAX 0.04  IPMAX 0.02  IPMIN 0.0025
  WALLPREFERENCE  UFLIMIT 0.95

$ DIMENSION LINES
  DIMENSIONLINE  XI 0  YI 0  ZI 0  XJ 0  YJ 270  ZJ 0  XC -75  YC 135  ZC 0  
  DIMENSIONLINE  XI 0  YI 270  ZI 0  XJ 0  YJ 700  ZJ 0  XC -75  YC 485  ZC 0  
  DIMENSIONLINE  XI 0  YI 700  ZI 0  XJ 343  YJ 700  ZJ 0  XC 171.5  YC 775  ZC 0  
  DIMENSIONLINE  XI 343  YI 700  ZI 0  XJ 643  YJ 700  ZJ 0  XC 493  YC 775  ZC 0  
  DIMENSIONLINE  XI 643  YI 700  ZI 0  XJ 1148  YJ 700  ZJ 0  XC 895.5  YC 775  ZC 0  

$ LOG
  STARTCOMMENTS  
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/14/2010 01:17:27 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/14/2010 01:20:15 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/14/2010 02:35:16 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/14/2010 02:45:02 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/14/2010 02:46:04 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/14/2010 02:47:46 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/14/2010 02:49:06 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/14/2010 02:49:43 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/14/2010 02:50:26 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 11:20:49 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 11:34:17 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 11:42:48 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 11:43:02 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 11:44:20 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 11:45:24 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 11:45:48 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 11:46:20 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 11:47:30 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 11:48:06 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 11:48:44 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 11:49:25 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 11:49:57 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 11:50:40 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 11:51:26 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 11:53:19 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 11:53:49 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 11:54:25 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 12:01:05 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 12:05:06 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 12:06:38 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 12:09:16 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 12:10:07 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 12:10:10 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 12:10:37 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 12:10:56 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 12:11:57 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 12:12:08 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 12:12:21 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 12:13:20 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 12:15:18 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 12:15:37 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 12:17:29 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 01:37:13 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 01:37:49 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 01:38:23 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 01:38:54 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 01:39:17 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 01:42:01 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 01:44:07 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 01:45:59 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 01:46:43 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 01:47:48 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 01:48:16 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 01:48:40 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 01:59:18 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 01:59:38 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 02:00:32 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 02:01:59 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 02:03:57 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 02:05:34 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 02:06:28 È.Ù
ETABS Display 9.5.0 File imported from  F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.e2k at  07/15/2010 02:14:56 È.Ù
ETABS Display 9.5.0 File imported from  C:\Users\ADEL\Desktop\22-4-89.e2k at  07/15/2010 02:16:40 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 02:16:54 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 02:20:54 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 04:31:20 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 04:31:52 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 04:38:34 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 04:39:04 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 04:39:28 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 04:43:19 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 04:49:25 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 04:49:57 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 04:51:49 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 04:52:29 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 04:53:30 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 04:54:06 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 04:54:26 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 04:55:42 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 04:56:59 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 04:58:32 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 04:59:06 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 04:59:23 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 05:00:15 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 05:00:44 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 05:01:27 È.Ù
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ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 05:12:23 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 05:16:24 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 05:17:18 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 05:19:01 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 05:19:32 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 05:22:22 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 05:22:45 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 05:26:28 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 05:38:48 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 05:41:45 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 06:31:11 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 06:34:31 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 06:37:30 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 06:38:25 È.Ù
ETABS Display 9.7.0 File imported from  C:\Users\ADEL\Desktop\22-4-89.e2k at  07/15/2010 06:52:14 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 06:52:31 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 06:52:32 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 06:53:46 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 06:56:07 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 07:12:12 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/15/2010 07:12:37 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/16/2010 12:38:34 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/16/2010 12:39:18 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/16/2010 12:39:59 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/16/2010 12:40:23 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/16/2010 12:40:48 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/16/2010 12:42:28 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 07:03:51 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 07:05:28 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 07:08:37 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 07:09:59 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 07:10:51 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 07:58:45 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 07:59:27 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:02:13 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:03:15 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:03:49 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:08:23 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:09:50 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:10:04 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:10:15 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:11:06 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:11:27 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:11:40 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:12:53 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:13:22 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:14:25 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:14:56 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:15:00 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:21:25 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:22:04 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:22:23 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:25:18 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:25:48 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:26:26 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:26:34 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/20/2010 08:26:42 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/21/2010 10:28:19 Þ.Ù
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ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/21/2010 10:31:54 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/21/2010 10:32:20 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/22/2010 02:34:52 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 06:08:05 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 06:11:37 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 06:11:38 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 06:12:03 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 07:55:41 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 07:58:27 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 07:59:30 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 08:00:29 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 08:00:49 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 08:01:28 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 08:03:42 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 08:04:13 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 08:04:25 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 08:04:34 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 08:06:50 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 08:07:08 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 08:09:06 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 08:10:07 È.Ù
ETABS Display 9.5.0 File imported from  F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.$ET at  07/23/2010 08:16:44 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 08:16:47 È.Ù
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ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 10:28:25 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 10:29:59 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 10:30:30 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 10:31:06 È.Ù
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ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 11:32:05 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 11:34:41 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/23/2010 11:34:55 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/24/2010 12:10:08 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/24/2010 12:10:35 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/24/2010 12:11:03 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/24/2010 12:11:57 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/24/2010 12:12:20 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/24/2010 12:12:30 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89.EDB at 07/24/2010 12:13:41 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 12:24:19 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 12:24:35 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 12:25:58 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 12:27:31 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 12:28:16 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 12:29:18 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 12:29:40 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 12:30:03 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 12:31:55 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 12:32:20 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 12:35:07 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 11:07:03 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 11:07:42 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 11:09:18 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 11:10:09 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 11:13:45 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 11:14:14 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 11:14:43 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 11:15:03 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 11:16:10 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 11:19:45 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 11:20:04 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 11:31:42 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 11:33:28 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 11:34:00 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 11:35:45 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 11:38:51 Þ.Ù
ETABS Display 9.5.0 File imported from  C:\Users\ADEL\Desktop\000\22-4-89-BRACING.e2k at  07/24/2010 11:42:14 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\22-4-89-BRACING.EDB at 07/24/2010 11:42:36 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 11:43:51 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 11:45:30 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:13:05 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:14:56 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:15:45 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:17:30 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:21:15 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:22:44 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:23:39 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:24:19 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:24:41 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:27:07 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:27:32 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:28:52 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:29:04 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:35:36 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:35:55 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:36:40 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:37:26 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:50:19 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:51:00 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:51:55 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:54:40 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:57:00 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:57:41 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:57:52 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:58:50 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 12:59:43 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/24/2010 04:19:31 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 12:01:09 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 12:01:30 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 12:01:48 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 12:02:10 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 12:02:11 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 12:02:12 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 12:04:22 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 12:05:09 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 12:11:05 Þ.Ù
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ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 12:30:02 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 12:30:45 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 12:35:28 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 12:57:02 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 01:00:30 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 01:05:53 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 01:09:33 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 01:11:53 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 01:13:45 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 01:14:14 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 11:49:18 Þ.Ù
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ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 12:00:31 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 12:02:02 È.Ù
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ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 01:39:03 È.Ù
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ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 02:19:37 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 02:20:00 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 02:20:32 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 02:29:04 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 02:38:02 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 02:53:10 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 02:53:50 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 02:54:38 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 02:54:56 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 02:56:35 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 02:56:39 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 02:57:33 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 05:11:57 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 05:12:07 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 09:06:23 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/25/2010 11:08:01 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:09:26 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:10:30 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:13:05 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:13:59 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:14:39 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:15:32 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:16:07 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:17:05 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:18:07 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:19:01 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:19:39 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:20:01 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:20:16 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:20:38 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:20:51 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:21:28 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:22:29 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:22:39 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:22:43 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:35:57 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:36:47 Þ.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 07/31/2010 03:36:58 Þ.Ù
ETABS Display 9.5.0 File imported from  F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.$ET at  08/16/2010 11:58:47 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/16/2010 11:59:23 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/16/2010 11:59:32 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/16/2010 11:59:40 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/16/2010 11:59:46 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/16/2010 12:00:26 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/16/2010 02:32:13 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/16/2010 02:32:21 È.Ù
ETABS Nonlinear 9.7.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/16/2010 02:33:43 È.Ù
ETABS Display 9.5.0 File imported from  F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.$ET at  08/16/2010 02:34:50 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/16/2010 02:35:35 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/16/2010 02:36:35 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/16/2010 02:51:30 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/16/2010 02:52:10 È.Ù
ETABS Display 9.5.0 File imported from  F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.$ET at  08/16/2010 04:12:46 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/16/2010 04:15:46 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/16/2010 04:21:36 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/16/2010 04:22:47 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/16/2010 04:23:11 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/16/2010 04:26:56 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/17/2010 10:23:23 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/17/2010 10:30:34 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/17/2010 10:31:37 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/17/2010 10:32:19 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/17/2010 10:33:33 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/17/2010 10:34:13 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/17/2010 10:36:01 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/17/2010 10:43:32 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/17/2010 10:44:19 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\2-5-89-BRACING-SPEC.EDB at 08/17/2010 10:44:28 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/17/2010 11:14:32 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/17/2010 11:15:32 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/17/2010 11:15:51 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/17/2010 11:16:54 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/17/2010 11:17:55 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/17/2010 11:21:35 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/17/2010 11:22:14 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/17/2010 11:22:22 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/17/2010 11:22:24 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/17/2010 11:22:35 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/17/2010 11:23:26 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/17/2010 11:23:39 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/17/2010 11:23:42 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/17/2010 11:23:43 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/17/2010 11:23:43 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/17/2010 11:23:44 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/17/2010 11:23:48 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/17/2010 11:43:38 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/18/2010 12:13:34 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/18/2010 12:13:56 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/18/2010 12:21:50 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/18/2010 12:25:11 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/18/2010 12:44:23 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/18/2010 12:44:25 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/18/2010 12:44:32 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/18/2010 01:11:30 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/18/2010 12:38:55 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 11:46:07 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 11:48:52 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 11:49:25 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 11:49:27 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 11:53:59 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 11:55:51 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 11:55:52 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 11:57:47 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 11:58:53 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 11:59:08 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 07:29:03 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 07:29:04 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 07:31:45 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 07:31:51 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 07:32:04 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 07:32:14 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 07:32:21 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 07:32:45 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 07:38:09 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 07:40:33 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 07:40:35 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 07:41:36 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 07:45:35 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 07:47:59 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 07:49:46 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 07:51:17 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 07:52:03 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 09:32:38 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 09:58:50 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 09:59:22 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 09:59:37 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 09:59:50 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 09:59:58 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 10:00:17 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 10:00:53 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 10:00:58 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 10:01:35 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 10:01:37 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 10:01:50 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 10:02:04 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/21/2010 10:16:52 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/22/2010 12:14:40 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/22/2010 12:24:41 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/22/2010 12:25:43 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/22/2010 12:25:52 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/22/2010 12:43:05 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/22/2010 12:45:29 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/22/2010 01:06:49 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 08/22/2010 01:06:52 Þ.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 09/02/2010 03:18:16 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 09/02/2010 03:21:35 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 09/02/2010 03:21:38 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 09/02/2010 03:26:43 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 09/02/2010 09:08:46 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 09/02/2010 09:09:44 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 09/02/2010 09:18:14 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 09/02/2010 09:20:03 È.Ù
ETABS Nonlinear 9.5.0 File saved as F:\MY PROJECTS\HASEB ENERGY\ETABS\26-5-89-BRACING-SPEC-ST1.EDB at 09/02/2010 09:20:39 È.Ù
  ENDCOMMENTS  

  END
$ END OF MODEL FILE
