$ File C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Period File.$et saved 1/24/2019 2:08:27 AM
 
$ PROGRAM INFORMATION
  PROGRAM  "ETABS 2016"  VERSION "16.2.1"  

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

$ STORIES - IN SEQUENCE FROM TOP
  STORY "Story7"  HEIGHT 3200 
  STORY "Story6"  HEIGHT 3200 
  STORY "Story5"  HEIGHT 3200 
  STORY "Story4"  HEIGHT 3200 
  STORY "Story3"  HEIGHT 3200 
  STORY "Story2"  HEIGHT 3200 
  STORY "Story1"  HEIGHT 3200 
  STORY "Base"  ELEV 0 

$ GRIDS
  GRIDSYSTEM "G1"  TYPE "CARTESIAN"  BUBBLESIZE 1250 
  GRID "G1"  LABEL "A"  DIR "X"  COORD 0 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "B"  DIR "X"  COORD 7050 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "C"  DIR "X"  COORD 11550 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "4"  DIR "Y"  COORD 0 VISIBLE "Yes"  BUBBLELOC "Start"  
  GRID "G1"  LABEL "3"  DIR "Y"  COORD 6650 VISIBLE "Yes"  BUBBLELOC "Start"  
  GRID "G1"  LABEL "2"  DIR "Y"  COORD 11050 VISIBLE "Yes"  BUBBLELOC "Start"  
  GRID "G1"  LABEL "1"  DIR "Y"  COORD 15560 VISIBLE "Yes"  BUBBLELOC "Start"  
  REFERENCEPOINT  "G1"  X 5780 Y 15560 VISIBLE "Yes"  
  REFERENCEPOINT  "G1"  X 5780 Y 16940 VISIBLE "Yes"  
  REFERENCEPOINT  "G1"  X 0 Y 16940 VISIBLE "Yes"  
  REFERENCEPOINT  "G1"  X -1380 Y 11050 VISIBLE "Yes"  
  REFERENCEPOINT  "G1"  X -1380 Y 6650 VISIBLE "Yes"  
  REFERENCEPOINT  "G1"  X -1380 Y 0 VISIBLE "Yes"  
  REFERENCEPOINT  "G1"  X 0 Y -1380 VISIBLE "Yes"  
  REFERENCEPOINT  "G1"  X 7050 Y -1380 VISIBLE "Yes"  
  REFERENCEPOINT  "G1"  X 11550 Y -1380 VISIBLE "Yes"  
  REFERENCEPOINT  "G1"  X -1380 Y -1380 VISIBLE "Yes"  
  REFERENCEPOINT  "G1"  X -1380 Y 16940 VISIBLE "Yes"  
  REFERENCEPOINT  "G1"  X -1380 Y 15560 VISIBLE "Yes"  

$ DIAPHRAGM NAMES
  DIAPHRAGM "D1"    TYPE RIGID

$ MATERIAL PROPERTIES
  MATERIAL  "A992Fy50"    TYPE "Steel"    WEIGHTPERVOLUME 7.697286E-05
  MATERIAL  "A992Fy50"    SYMTYPE "Isotropic"  E 199948  U 0.3  A 1.16999999590917E-05
  MATERIAL  "A992Fy50"  FY 344.7379  FU 448.1593 FYE 379.2117  FUE 492.9752
  MATERIAL  "A992Fy50"  HYSTYPE "Kinematic"  SSTYPE "Simple"  STRAINATHARDENING 0.015 STRAINATMAXSTRESS 0.11 STRAINATRUPTURE 0.17 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.005 LSCOMPRESSION 0.01 CPCOMPRESSION 0.02 
  MATERIAL  "C25"    TYPE "Concrete"    WEIGHTPERVOLUME 2.451662E-05
  MATERIAL  "C25"    SYMTYPE "Isotropic"  E 23045.63  U 0.2  A 9.99999974737875E-06
  MATERIAL  "C25"    FC 24.5166254990163
  MATERIAL  "C25"  TIMEDEPCONCCODE "CEBFIP90"  
  MATERIAL  "C25"  HYSTYPE "Concrete"  ENERGYDEGFACT 0 SSTYPE "Mander"  STRAINATFC 0.00221914 STRAINATULTIMATE 0.005 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.003 LSCOMPRESSION 0.006 CPCOMPRESSION 0.015 
  MATERIAL  "S340"    TYPE "Rebar"    WEIGHTPERVOLUME 7.698221E-05
  MATERIAL  "S340"    SYMTYPE "Uniaxial"  E 196133  A 1.16999999590917E-05
  MATERIAL  "S340"  FY 333.4261  FU 490.3325
  MATERIAL  "S340"  HYSTYPE "Kinematic"  SSTYPE "Simple"  STRAINATHARDENING 0.01 STRAINATULTIMATE 0.09 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.005 LSCOMPRESSION 0.01 CPCOMPRESSION 0.02 
  MATERIAL  "A416Gr270"    TYPE "Tendon"    WEIGHTPERVOLUME 7.697286E-05
  MATERIAL  "A416Gr270"    SYMTYPE "Uniaxial"  E 196500.6  A 1.16999999590917E-05
  MATERIAL  "A416Gr270"  FY 1689.905  FU 1861.585
  MATERIAL  "A416Gr270"  HYSTYPE "Kinematic"  SSTYPE "270ksi"  FINALSLOPE -0.1 IOTENSION 0.015 LSTENSION 0.023 CPTENSION 0.03 IOCOMPRESSION 0.015 LSCOMPRESSION 0.023 CPCOMPRESSION 0.03 
  MATERIAL  "S300"    TYPE "Rebar"    WEIGHTPERVOLUME 7.698221E-05
  MATERIAL  "S300"    SYMTYPE "Uniaxial"  E 196133  A 1.16999999590917E-05
  MATERIAL  "S300"  FY 294.1995  FU 490.3325
  MATERIAL  "S300"  HYSTYPE "Kinematic"  SSTYPE "Simple"  STRAINATHARDENING 0.01 STRAINATULTIMATE 0.09 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.005 LSCOMPRESSION 0.01 CPCOMPRESSION 0.02 
  MATERIAL  "C-Zero"    TYPE "Concrete"    WEIGHTPERVOLUME 0
  MATERIAL  "C-Zero"    SYMTYPE "Isotropic"  E 23045.63  U 0.2  A 9.99999974737875E-06
  MATERIAL  "C-Zero"    FC 24.5166254990163
  MATERIAL  "C-Zero"  TIMEDEPCONCCODE "CEBFIP90"  
  MATERIAL  "C-Zero"  HYSTYPE "Concrete"  ENERGYDEGFACT 0 SSTYPE "Mander"  STRAINATFC 0.00221914 STRAINATULTIMATE 0.005 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.003 LSCOMPRESSION 0.006 CPCOMPRESSION 0.015 

$ REBAR DEFINITIONS
  REBARDEFINITION  "6"  AREA  28.3 DIA  6 
  REBARDEFINITION  "8"  AREA  50.3 DIA  8 
  REBARDEFINITION  "10"  AREA  78.5 DIA  10 
  REBARDEFINITION  "12"  AREA  113.1 DIA  12 
  REBARDEFINITION  "14"  AREA  153.9 DIA  14 
  REBARDEFINITION  "16"  AREA  201.1 DIA  16 
  REBARDEFINITION  "18"  AREA  254.5 DIA  18 
  REBARDEFINITION  "20"  AREA  314.2 DIA  20 
  REBARDEFINITION  "22"  AREA  380.1 DIA  22 
  REBARDEFINITION  "25"  AREA  490.9 DIA  25 
  REBARDEFINITION  "26"  AREA  530.9 DIA  26 
  REBARDEFINITION  "28"  AREA  615.8 DIA  28 
  REBARDEFINITION  "32"  AREA  804.2 DIA  32 
  REBARDEFINITION  "36"  AREA  1017.9 DIA  36 
  REBARDEFINITION  "40"  AREA  1256.6 DIA  40 
  REBARDEFINITION  "50"  AREA  1963.5 DIA  50 

$ FRAME SECTIONS
  FRAMESECTION  "BE(40X30)"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 400 B 300 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "BE(45X35)"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 450 B 350 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "BE(50X40)"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 500 B 400 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "BE(55X45)"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 550 B 450 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "CL(40X40)-12F16"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 400 B 400 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "CL(45X45)-12F20"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 450 B 450 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "CL(50X50)-20F20"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 500 B 500 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "CL(55X55)-20F20"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 550 B 550 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "CL(55X55)-20F25"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 550 B 550 INCLUDEAUTORIGIDZONEAREA "No"  
  FRAMESECTION  "CL(55X55)-24F25"  MATERIAL "C25"  SHAPE "Concrete Rectangular"  D 550 B 550 INCLUDEAUTORIGIDZONEAREA "No"  

$ CONCRETE SECTIONS
  CONCRETESECTION  "BE(40X30)"  LONGBARMATERIAL "S340"  CONFINEBARMATERIAL "S300"  TYPE "Beam"  COVERTOP 70 COVERBOTTOM 70 ATI 0 ABI 0 ATJ 0 ABJ 0 
  CONCRETESECTION  "BE(45X35)"  LONGBARMATERIAL "S340"  CONFINEBARMATERIAL "S300"  TYPE "Beam"  COVERTOP 70 COVERBOTTOM 70 ATI 0 ABI 0 ATJ 0 ABJ 0 
  CONCRETESECTION  "BE(50X40)"  LONGBARMATERIAL "S340"  CONFINEBARMATERIAL "S300"  TYPE "Beam"  COVERTOP 70 COVERBOTTOM 70 ATI 0 ABI 0 ATJ 0 ABJ 0 
  CONCRETESECTION  "BE(55X45)"  LONGBARMATERIAL "S340"  CONFINEBARMATERIAL "S300"  TYPE "Beam"  COVERTOP 70 COVERBOTTOM 70 ATI 0 ABI 0 ATJ 0 ABJ 0 
  CONCRETESECTION  "CL(40X40)-12F16"  LONGBARMATERIAL "S340"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-4-4"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 201.1 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "CL(45X45)-12F20"  LONGBARMATERIAL "S340"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-4-4"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 314.2 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "CL(50X50)-20F20"  LONGBARMATERIAL "S340"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-6-6"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 314.2 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "CL(55X55)-20F20"  LONGBARMATERIAL "S340"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-6-6"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 314.2 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "CL(55X55)-20F25"  LONGBARMATERIAL "S340"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-6-6"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 490.9 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "CL(55X55)-24F25"  LONGBARMATERIAL "S340"  CONFINEBARMATERIAL "S300"  TYPE "Column"  PATTERN "R-7-7"  TRANSREINF "TIES"  DESIGNCHECK "CHECK"  COVER 50 LONGBARAREA 490.9 CONFINEBARAREA 78.5 CONFINEBARSPACING 150 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 

$ TENDON SECTIONS
  TENDONSECTION  "Tendon1"  MATERIAL  "A416Gr270"  STRANDAREA  98.70948

$ SLAB PROPERTIES
  SHELLPROP  "S15(M)"  PROPTYPE  "Slab"  MATERIAL "C25"  MODELINGTYPE "Membrane"  SLABTYPE "Slab"  SLABTHICKNESS 150 
  SHELLPROP  "S15(Sh)"  PROPTYPE  "Slab"  MATERIAL "C25"  MODELINGTYPE "ShellThin"  SLABTYPE "Slab"  SLABTHICKNESS 150 

$ DECK PROPERTIES
  SHELLPROP  "TIRCHE"  PROPTYPE  "Deck"  DECKTYPE "Filled"  CONCMATERIAL "C-Zero"  DECKMATERIAL "C-Zero"  DECKSLABDEPTH 50 DECKRIBDEPTH 250 DECKRIBWIDTHTOP 150 DECKRIBWIDTHBOTTOM 100 DECKRIBSPACING 500 DECKSHEARTHICKNESS 1 DECKUNITWEIGHT 0 SHEARSTUDDIAM 19 SHEARSTUDHEIGHT 150 SHEARSTUDFU 400 

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

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

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

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

$ POINT COORDINATES
  POINT "1"  0 0 
  POINT "2"  0 6650 
  POINT "3"  0 11050 
  POINT "4"  0 15560 
  POINT "5"  7050 0 
  POINT "6"  7050 6650 
  POINT "7"  7050 11050 
  POINT "8"  7050 15560 
  POINT "9"  11550 0 
  POINT "10"  11550 6650 
  POINT "11"  11550 11050 
  POINT "12"  11550 15560 
  POINT "13"  7050 8530 
  POINT "14"  11550 8530 
  POINT "15"  9400 6650 
  POINT "17"  9400 8530 
  POINT "16"  5780 15560 
  POINT "18"  5780 16940 
  POINT "19"  -1380 16940 
  POINT "21"  11550 -1380 
  POINT "22"  -1380 -1380 
  POINT "23"  0 -1380 
  POINT "24"  0 16940 

$ LINE CONNECTIVITIES
  LINE  "C1"  COLUMN  "1"  "1"  1
  LINE  "C2"  COLUMN  "2"  "2"  1
  LINE  "C3"  COLUMN  "3"  "3"  1
  LINE  "C4"  COLUMN  "4"  "4"  1
  LINE  "C5"  COLUMN  "5"  "5"  1
  LINE  "C6"  COLUMN  "6"  "6"  1
  LINE  "C7"  COLUMN  "7"  "7"  1
  LINE  "C8"  COLUMN  "8"  "8"  1
  LINE  "C9"  COLUMN  "9"  "9"  1
  LINE  "C10"  COLUMN  "10"  "10"  1
  LINE  "C11"  COLUMN  "11"  "11"  1
  LINE  "C12"  COLUMN  "12"  "12"  1
  LINE  "B1"  BEAM  "1"  "2"  0
  LINE  "B2"  BEAM  "2"  "3"  0
  LINE  "B3"  BEAM  "3"  "4"  0
  LINE  "B4"  BEAM  "5"  "6"  0
  LINE  "B5"  BEAM  "6"  "7"  0
  LINE  "B6"  BEAM  "7"  "8"  0
  LINE  "B7"  BEAM  "9"  "10"  0
  LINE  "B8"  BEAM  "10"  "11"  0
  LINE  "B9"  BEAM  "11"  "12"  0
  LINE  "B10"  BEAM  "1"  "5"  0
  LINE  "B11"  BEAM  "5"  "9"  0
  LINE  "B12"  BEAM  "2"  "6"  0
  LINE  "B13"  BEAM  "6"  "10"  0
  LINE  "B14"  BEAM  "3"  "7"  0
  LINE  "B15"  BEAM  "7"  "11"  0
  LINE  "B16"  BEAM  "4"  "8"  0
  LINE  "B17"  BEAM  "8"  "12"  0
  LINE  "B18"  BEAM  "13"  "14"  0
  LINE  "B20"  BEAM  "15"  "17"  0
  LINE  "L1"  LINE  "16"  "18"  0
  LINE  "L2"  LINE  "19"  "18"  0
  LINE  "L5"  LINE  "21"  "9"  0
  LINE  "L6"  LINE  "22"  "21"  0
  LINE  "L7"  LINE  "22"  "19"  0
  LINE  "L8"  LINE  "4"  "24"  0
  LINE  "L9"  LINE  "23"  "1"  0

$ AREA CONNECTIVITIES
  AREA "F1"  FLOOR  4  "7"  "11"  "12"  "8"  0  0  0  0  
  AREA "F2"  FLOOR  4  "3"  "7"  "8"  "4"  0  0  0  0  
  AREA "F3"  FLOOR  4  "2"  "6"  "7"  "3"  0  0  0  0  
  AREA "F4"  FLOOR  4  "1"  "5"  "6"  "2"  0  0  0  0  
  AREA "F5"  FLOOR  4  "5"  "9"  "10"  "6"  0  0  0  0  
  AREA "F6"  FLOOR  4  "6"  "10"  "11"  "7"  0  0  0  0  
  AREA "F7"  FLOOR  4  "6"  "15"  "17"  "13"  0  0  0  0  
  AREA "F8"  FLOOR  4  "23"  "21"  "9"  "1"  0  0  0  0  
  AREA "F9"  FLOOR  4  "22"  "23"  "24"  "19"  0  0  0  0  
  AREA "F10"  FLOOR  4  "4"  "16"  "18"  "24"  0  0  0  0  
  AREA "A1"  AREA  4  "15"  "10"  "14"  "17"  0  0  0  0  

$ POINT ASSIGNS
  POINTASSIGN  "1"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "2"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "3"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "4"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "5"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "6"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "7"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "8"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "9"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "10"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "11"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "12"  "Base"  RESTRAINT "UX UY UZ RX RY RZ"  
  POINTASSIGN  "17"  "Story6"  USERJOINT  "Yes"  
  POINTASSIGN  "17"  "Story5"  USERJOINT  "Yes"  
  POINTASSIGN  "17"  "Story4"  USERJOINT  "Yes"  
  POINTASSIGN  "17"  "Story3"  USERJOINT  "Yes"  
  POINTASSIGN  "17"  "Story2"  USERJOINT  "Yes"  
  POINTASSIGN  "18"  "Story6"  USERJOINT  "Yes"  
  POINTASSIGN  "19"  "Story6"  USERJOINT  "Yes"  
  POINTASSIGN  "21"  "Story6"  USERJOINT  "Yes"  
  POINTASSIGN  "22"  "Story6"  USERJOINT  "Yes"  
  POINTASSIGN  "23"  "Story6"  USERJOINT  "Yes"  
  POINTASSIGN  "24"  "Story6"  USERJOINT  "Yes"  
  POINTASSIGN  "18"  "Story5"  USERJOINT  "Yes"  
  POINTASSIGN  "19"  "Story5"  USERJOINT  "Yes"  
  POINTASSIGN  "21"  "Story5"  USERJOINT  "Yes"  
  POINTASSIGN  "22"  "Story5"  USERJOINT  "Yes"  
  POINTASSIGN  "23"  "Story5"  USERJOINT  "Yes"  
  POINTASSIGN  "24"  "Story5"  USERJOINT  "Yes"  
  POINTASSIGN  "18"  "Story4"  USERJOINT  "Yes"  
  POINTASSIGN  "19"  "Story4"  USERJOINT  "Yes"  
  POINTASSIGN  "21"  "Story4"  USERJOINT  "Yes"  
  POINTASSIGN  "22"  "Story4"  USERJOINT  "Yes"  
  POINTASSIGN  "23"  "Story4"  USERJOINT  "Yes"  
  POINTASSIGN  "24"  "Story4"  USERJOINT  "Yes"  
  POINTASSIGN  "18"  "Story3"  USERJOINT  "Yes"  
  POINTASSIGN  "19"  "Story3"  USERJOINT  "Yes"  
  POINTASSIGN  "21"  "Story3"  USERJOINT  "Yes"  
  POINTASSIGN  "22"  "Story3"  USERJOINT  "Yes"  
  POINTASSIGN  "23"  "Story3"  USERJOINT  "Yes"  
  POINTASSIGN  "24"  "Story3"  USERJOINT  "Yes"  
  POINTASSIGN  "18"  "Story2"  USERJOINT  "Yes"  
  POINTASSIGN  "19"  "Story2"  USERJOINT  "Yes"  
  POINTASSIGN  "21"  "Story2"  USERJOINT  "Yes"  
  POINTASSIGN  "22"  "Story2"  USERJOINT  "Yes"  
  POINTASSIGN  "23"  "Story2"  USERJOINT  "Yes"  
  POINTASSIGN  "24"  "Story2"  USERJOINT  "Yes"  

$ LINE ASSIGNS
  LINEASSIGN  "C1"  "Story1"  SECTION "CL(55X55)-24F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C1"  "Story6"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C1"  "Story5"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C1"  "Story4"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C1"  "Story3"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C1"  "Story2"  SECTION "CL(55X55)-20F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "Story1"  SECTION "CL(55X55)-24F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "Story6"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "Story5"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "Story4"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "Story3"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "Story2"  SECTION "CL(55X55)-20F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C3"  "Story1"  SECTION "CL(55X55)-24F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C3"  "Story6"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C3"  "Story5"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C3"  "Story4"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C3"  "Story3"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C3"  "Story2"  SECTION "CL(55X55)-20F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C4"  "Story1"  SECTION "CL(55X55)-24F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C4"  "Story6"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C4"  "Story5"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C4"  "Story4"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C4"  "Story3"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C4"  "Story2"  SECTION "CL(55X55)-20F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C5"  "Story1"  SECTION "CL(55X55)-24F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C5"  "Story6"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C5"  "Story5"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C5"  "Story4"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C5"  "Story3"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C5"  "Story2"  SECTION "CL(55X55)-20F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C6"  "Story1"  SECTION "CL(55X55)-24F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C6"  "Story7"  SECTION "CL(40X40)-12F16"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C6"  "Story6"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C6"  "Story5"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C6"  "Story4"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C6"  "Story3"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C6"  "Story2"  SECTION "CL(55X55)-20F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C7"  "Story1"  SECTION "CL(55X55)-24F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C7"  "Story7"  SECTION "CL(40X40)-12F16"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C7"  "Story6"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C7"  "Story5"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C7"  "Story4"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C7"  "Story3"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C7"  "Story2"  SECTION "CL(55X55)-20F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C8"  "Story1"  SECTION "CL(55X55)-24F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C8"  "Story6"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C8"  "Story5"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C8"  "Story4"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C8"  "Story3"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C8"  "Story2"  SECTION "CL(55X55)-20F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C9"  "Story1"  SECTION "CL(55X55)-24F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C9"  "Story6"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C9"  "Story5"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C9"  "Story4"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C9"  "Story3"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C9"  "Story2"  SECTION "CL(55X55)-20F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C10"  "Story1"  SECTION "CL(55X55)-24F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C10"  "Story7"  SECTION "CL(40X40)-12F16"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C10"  "Story6"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C10"  "Story5"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C10"  "Story4"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C10"  "Story3"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C10"  "Story2"  SECTION "CL(55X55)-20F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C11"  "Story1"  SECTION "CL(55X55)-24F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C11"  "Story7"  SECTION "CL(40X40)-12F16"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C11"  "Story6"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C11"  "Story5"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C11"  "Story4"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C11"  "Story3"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C11"  "Story2"  SECTION "CL(55X55)-20F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C12"  "Story1"  SECTION "CL(55X55)-24F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C12"  "Story6"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C12"  "Story5"  SECTION "CL(45X45)-12F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C12"  "Story4"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C12"  "Story3"  SECTION "CL(50X50)-20F20"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C12"  "Story2"  SECTION "CL(55X55)-20F25"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "B1"  "Story1"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B1"  "Story6"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B1"  "Story5"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B1"  "Story4"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B1"  "Story3"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B1"  "Story2"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B2"  "Story1"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B2"  "Story6"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B2"  "Story5"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B2"  "Story4"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B2"  "Story3"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B2"  "Story2"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B3"  "Story1"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B3"  "Story6"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B3"  "Story5"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B3"  "Story4"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B3"  "Story3"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B3"  "Story2"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B4"  "Story1"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B4"  "Story6"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B4"  "Story5"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B4"  "Story4"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B4"  "Story3"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B4"  "Story2"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B5"  "Story1"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B5"  "Story7"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B5"  "Story6"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B5"  "Story5"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B5"  "Story4"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B5"  "Story3"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B5"  "Story2"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B6"  "Story1"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B6"  "Story6"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B6"  "Story5"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B6"  "Story4"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B6"  "Story3"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B6"  "Story2"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B7"  "Story1"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B7"  "Story6"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B7"  "Story5"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B7"  "Story4"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B7"  "Story3"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B7"  "Story2"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B8"  "Story1"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B8"  "Story7"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B8"  "Story6"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B8"  "Story5"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B8"  "Story4"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B8"  "Story3"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B8"  "Story2"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B9"  "Story1"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B9"  "Story6"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B9"  "Story5"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B9"  "Story4"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B9"  "Story3"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B9"  "Story2"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B10"  "Story1"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B10"  "Story6"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B10"  "Story5"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B10"  "Story4"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B10"  "Story3"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B10"  "Story2"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B11"  "Story1"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B11"  "Story6"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B11"  "Story5"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B11"  "Story4"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B11"  "Story3"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B11"  "Story2"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B12"  "Story1"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B12"  "Story6"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B12"  "Story5"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B12"  "Story4"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B12"  "Story3"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B12"  "Story2"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B13"  "Story1"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B13"  "Story7"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B13"  "Story6"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B13"  "Story5"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B13"  "Story4"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B13"  "Story3"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B13"  "Story2"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B14"  "Story1"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B14"  "Story6"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B14"  "Story5"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B14"  "Story4"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B14"  "Story3"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B14"  "Story2"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B15"  "Story1"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B15"  "Story7"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B15"  "Story6"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B15"  "Story5"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B15"  "Story4"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B15"  "Story3"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B15"  "Story2"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "Story1"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "Story6"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "Story5"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "Story4"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "Story3"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "Story2"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "Story1"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "Story6"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "Story5"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "Story4"  SECTION "BE(50X40)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "Story3"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "Story2"  SECTION "BE(55X45)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "Story1"  SECTION "BE(40X30)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B20"  "Story1"  SECTION "BE(40X30)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "Story6"  SECTION "BE(40X30)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B20"  "Story6"  SECTION "BE(40X30)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "Story5"  SECTION "BE(40X30)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B20"  "Story5"  SECTION "BE(40X30)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "Story4"  SECTION "BE(40X30)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B20"  "Story4"  SECTION "BE(40X30)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "Story3"  SECTION "BE(40X30)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B20"  "Story3"  SECTION "BE(40X30)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "Story2"  SECTION "BE(40X30)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "B20"  "Story2"  SECTION "BE(40X30)"  PROPMODI33 0.5 RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L1"  "Story1"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L2"  "Story1"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L7"  "Story1"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L6"  "Story1"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L5"  "Story1"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L8"  "Story1"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L9"  "Story1"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L1"  "Story6"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L2"  "Story6"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L7"  "Story6"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L6"  "Story6"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L5"  "Story6"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L8"  "Story6"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L9"  "Story6"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L1"  "Story5"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L2"  "Story5"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L7"  "Story5"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L6"  "Story5"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L5"  "Story5"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L8"  "Story5"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L9"  "Story5"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L1"  "Story4"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L2"  "Story4"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L7"  "Story4"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L6"  "Story4"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L5"  "Story4"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L8"  "Story4"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L9"  "Story4"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L1"  "Story3"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L2"  "Story3"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L7"  "Story3"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L6"  "Story3"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L5"  "Story3"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L8"  "Story3"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L9"  "Story3"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L1"  "Story2"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L2"  "Story2"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L7"  "Story2"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L6"  "Story2"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L5"  "Story2"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L8"  "Story2"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  
  LINEASSIGN  "L9"  "Story2"  SECTION "NONE"  RIGIDZONE 0.5 MAXSTASPC 500 MESH "POINTSANDLINES"  

$ AREA ASSIGNS
  AREAASSIGN  "F1"  "Story1"  SECTION "TIRCHE"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F1"  "Story6"  SECTION "TIRCHE"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F1"  "Story5"  SECTION "TIRCHE"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F1"  "Story4"  SECTION "TIRCHE"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F1"  "Story3"  SECTION "TIRCHE"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F1"  "Story2"  SECTION "TIRCHE"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F2"  "Story1"  SECTION "TIRCHE"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F2"  "Story6"  SECTION "TIRCHE"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F2"  "Story5"  SECTION "TIRCHE"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F2"  "Story4"  SECTION "TIRCHE"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F2"  "Story3"  SECTION "TIRCHE"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F2"  "Story2"  SECTION "TIRCHE"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F3"  "Story1"  SECTION "TIRCHE"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F3"  "Story6"  SECTION "TIRCHE"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F3"  "Story5"  SECTION "TIRCHE"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F3"  "Story4"  SECTION "TIRCHE"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F3"  "Story3"  SECTION "TIRCHE"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F3"  "Story2"  SECTION "TIRCHE"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F4"  "Story1"  SECTION "TIRCHE"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F4"  "Story6"  SECTION "TIRCHE"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F4"  "Story5"  SECTION "TIRCHE"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F4"  "Story4"  SECTION "TIRCHE"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F4"  "Story3"  SECTION "TIRCHE"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F4"  "Story2"  SECTION "TIRCHE"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F5"  "Story1"  SECTION "TIRCHE"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F5"  "Story6"  SECTION "TIRCHE"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F5"  "Story5"  SECTION "TIRCHE"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F5"  "Story4"  SECTION "TIRCHE"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F5"  "Story3"  SECTION "TIRCHE"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F5"  "Story2"  SECTION "TIRCHE"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F6"  "Story7"  SECTION "TIRCHE"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F7"  "Story1"  SECTION "TIRCHE"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "A1"  "Story1"  OPENING "Yes"  
  AREAASSIGN  "F7"  "Story6"  SECTION "TIRCHE"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "A1"  "Story6"  OPENING "Yes"  
  AREAASSIGN  "F7"  "Story5"  SECTION "TIRCHE"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "A1"  "Story5"  OPENING "Yes"  
  AREAASSIGN  "F7"  "Story4"  SECTION "TIRCHE"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "A1"  "Story4"  OPENING "Yes"  
  AREAASSIGN  "F7"  "Story3"  SECTION "TIRCHE"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "A1"  "Story3"  OPENING "Yes"  
  AREAASSIGN  "F7"  "Story2"  SECTION "TIRCHE"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "A1"  "Story2"  OPENING "Yes"  
  AREAASSIGN  "F8"  "Story1"  SECTION "S15(Sh)"  DIAPH  "D1"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F9"  "Story1"  SECTION "S15(Sh)"  DIAPH  "D1"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F10"  "Story1"  SECTION "S15(Sh)"  DIAPH  "D1"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F8"  "Story6"  SECTION "S15(Sh)"  DIAPH  "D1"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F9"  "Story6"  SECTION "S15(Sh)"  DIAPH  "D1"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F10"  "Story6"  SECTION "S15(Sh)"  DIAPH  "D1"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F8"  "Story5"  SECTION "S15(Sh)"  DIAPH  "D1"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F9"  "Story5"  SECTION "S15(Sh)"  DIAPH  "D1"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F10"  "Story5"  SECTION "S15(Sh)"  DIAPH  "D1"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F8"  "Story4"  SECTION "S15(Sh)"  DIAPH  "D1"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F9"  "Story4"  SECTION "S15(Sh)"  DIAPH  "D1"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F10"  "Story4"  SECTION "S15(Sh)"  DIAPH  "D1"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F8"  "Story3"  SECTION "S15(Sh)"  DIAPH  "D1"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F9"  "Story3"  SECTION "S15(Sh)"  DIAPH  "D1"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F10"  "Story3"  SECTION "S15(Sh)"  DIAPH  "D1"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F8"  "Story2"  SECTION "S15(Sh)"  DIAPH  "D1"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F9"  "Story2"  SECTION "S15(Sh)"  DIAPH  "D1"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F10"  "Story2"  SECTION "S15(Sh)"  DIAPH  "D1"  CARDINALPOINT "TOP"  TRANSFORMSTIFFNESSFOROFFSETS "No"  

$ LOAD PATTERNS
  LOADPATTERN "Dead"  TYPE  "Dead"  SELFWEIGHT  1
  LOADPATTERN "Live"  TYPE  "Live"  SELFWEIGHT  0
  LOADPATTERN "Lp"  TYPE  "Live"  SELFWEIGHT  0
  LOADPATTERN "Lr"  TYPE  "Roof Live"  SELFWEIGHT  0
  LOADPATTERN "S"  TYPE  "Snow"  SELFWEIGHT  0
  LOADPATTERN "Wall"  TYPE  "Other"  SELFWEIGHT  0
  LOADPATTERN "Ex"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "Ey"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "Exall"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "Eyall"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "Ez"  TYPE  "Other"  SELFWEIGHT  0
  SEISMIC "Ex"  "User Coefficient"    DIR "X"    TOPSTORY "Story6"    BOTTOMSTORY "Base"    SHEARCOEFF 0.107  HEIGHTEXPONENT 1.2
  SEISMIC "Ey"  "User Coefficient"    DIR "Y"    TOPSTORY "Story6"    BOTTOMSTORY "Base"    SHEARCOEFF 0.107  HEIGHTEXPONENT 1.2
  SEISMIC "Exall"  "User Coefficient"    DIR "X X+ECC X-ECC"  ECC 0.05  TOPSTORY "Story6"    BOTTOMSTORY "Base"    SHEARCOEFF 0.107  HEIGHTEXPONENT 1.2
  SEISMIC "Eyall"  "User Coefficient"    DIR "Y Y+ECC Y-ECC"  ECC 0.05  TOPSTORY "Story6"    BOTTOMSTORY "Base"    SHEARCOEFF 0.107  HEIGHTEXPONENT 1.2

$ POINT OBJECT LOADS
  POINTLOAD  "10"  "Story6"  TYPE "FORCE"  LC "Dead"    FZ -11081.51
  POINTLOAD  "10"  "Story6"  TYPE "FORCE"  LC "Live"    FZ -4064.856
  POINTLOAD  "17"  "Story6"  TYPE "FORCE"  LC "Dead"    FZ -11081.51
  POINTLOAD  "17"  "Story6"  TYPE "FORCE"  LC "Live"    FZ -4064.856
  POINTLOAD  "14"  "Story6"  TYPE "FORCE"  LC "Dead"    FZ -11081.51
  POINTLOAD  "14"  "Story6"  TYPE "FORCE"  LC "Live"    FZ -4064.856
  POINTLOAD  "15"  "Story6"  TYPE "FORCE"  LC "Dead"    FZ -11081.51
  POINTLOAD  "15"  "Story6"  TYPE "FORCE"  LC "Live"    FZ -4064.856

$ FRAME OBJECT LOADS
  LINELOAD  "B5"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B5"  "Story1"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0.4045455  RDEND 0.6431818  
  LINELOAD  "B5"  "Story7"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 2.775282
  LINELOAD  "B5"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B5"  "Story6"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0.4045455  RDEND 0.6431818  
  LINELOAD  "B5"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B5"  "Story5"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0.4045455  RDEND 0.6431818  
  LINELOAD  "B5"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B5"  "Story4"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0.4045455  RDEND 0.6431818  
  LINELOAD  "B5"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B5"  "Story3"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0.4045455  RDEND 0.6431818  
  LINELOAD  "B5"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B5"  "Story2"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0.4045455  RDEND 0.6431818  
  LINELOAD  "B7"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B7"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 4.318849
  LINELOAD  "B7"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 2.775282
  LINELOAD  "B7"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B7"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B7"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B7"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B8"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B8"  "Story1"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0.7613636  RDEND 1  
  LINELOAD  "B8"  "Story1"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 20.88816  FEND 20.88816  RDSTART 0.7613636  RDEND 1  
  LINELOAD  "B8"  "Story7"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 2.775282
  LINELOAD  "B8"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B8"  "Story6"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0.7613636  RDEND 1  
  LINELOAD  "B8"  "Story6"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 20.88816  FEND 20.88816  RDSTART 0.7613636  RDEND 1  
  LINELOAD  "B8"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B8"  "Story5"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0.7613636  RDEND 1  
  LINELOAD  "B8"  "Story5"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 20.88816  FEND 20.88816  RDSTART 0.7613636  RDEND 1  
  LINELOAD  "B8"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B8"  "Story4"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0.7613636  RDEND 1  
  LINELOAD  "B8"  "Story4"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 20.88816  FEND 20.88816  RDSTART 0.7613636  RDEND 1  
  LINELOAD  "B8"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B8"  "Story3"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0.7613636  RDEND 1  
  LINELOAD  "B8"  "Story3"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 20.88816  FEND 20.88816  RDSTART 0.7613636  RDEND 1  
  LINELOAD  "B8"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B8"  "Story2"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0.7613636  RDEND 1  
  LINELOAD  "B8"  "Story2"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 20.88816  FEND 20.88816  RDSTART 0.7613636  RDEND 1  
  LINELOAD  "B9"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B9"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 4.318849
  LINELOAD  "B9"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 2.775282
  LINELOAD  "B9"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B9"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B9"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B9"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B13"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B13"  "Story7"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 2.775282
  LINELOAD  "B13"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B13"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B13"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B13"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B13"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B15"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B15"  "Story1"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 20.88816  FEND 20.88816  RDSTART 0  RDEND 0.2333333  
  LINELOAD  "B15"  "Story1"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0  RDEND 0.2333333  
  LINELOAD  "B15"  "Story7"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 2.775282
  LINELOAD  "B15"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B15"  "Story6"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 20.88816  FEND 20.88816  RDSTART 0  RDEND 0.2333333  
  LINELOAD  "B15"  "Story6"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0  RDEND 0.2333333  
  LINELOAD  "B15"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B15"  "Story5"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 20.88816  FEND 20.88816  RDSTART 0  RDEND 0.2333333  
  LINELOAD  "B15"  "Story5"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0  RDEND 0.2333333  
  LINELOAD  "B15"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B15"  "Story4"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 20.88816  FEND 20.88816  RDSTART 0  RDEND 0.2333333  
  LINELOAD  "B15"  "Story4"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0  RDEND 0.2333333  
  LINELOAD  "B15"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B15"  "Story3"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 20.88816  FEND 20.88816  RDSTART 0  RDEND 0.2333333  
  LINELOAD  "B15"  "Story3"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0  RDEND 0.2333333  
  LINELOAD  "B15"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "B15"  "Story2"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 20.88816  FEND 20.88816  RDSTART 0  RDEND 0.2333333  
  LINELOAD  "B15"  "Story2"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0  RDEND 0.2333333  
  LINELOAD  "B16"  "Story1"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 6.541036  FEND 6.541036  RDSTART 0.8198581  RDEND 1  
  LINELOAD  "B16"  "Story6"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 4.318849  FEND 4.318849  RDSTART 0.8198581  RDEND 1  
  LINELOAD  "B16"  "Story6"  TYPE "TRAPF"  DIR "GRAV"  LC "Wall"  FSTART 3.270518  FEND 3.270518  RDSTART 0.8198581  RDEND 1  
  LINELOAD  "B16"  "Story5"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 6.541036  FEND 6.541036  RDSTART 0.8198581  RDEND 1  
  LINELOAD  "B16"  "Story4"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 6.541036  FEND 6.541036  RDSTART 0.8198581  RDEND 1  
  LINELOAD  "B16"  "Story3"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 6.541036  FEND 6.541036  RDSTART 0.8198581  RDEND 1  
  LINELOAD  "B16"  "Story2"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 6.541036  FEND 6.541036  RDSTART 0.8198581  RDEND 1  
  LINELOAD  "B17"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "B17"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 4.318849
  LINELOAD  "B17"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 3.270518
  LINELOAD  "B17"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "B17"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "B17"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "B17"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "B18"  "Story1"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 20.88816  FEND 20.88816  RDSTART 0.7666667  RDEND 1  
  LINELOAD  "B18"  "Story1"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0.7666667  RDEND 1  
  LINELOAD  "B18"  "Story6"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 20.88816  FEND 20.88816  RDSTART 0.7666667  RDEND 1  
  LINELOAD  "B18"  "Story6"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0.7666667  RDEND 1  
  LINELOAD  "B18"  "Story5"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 20.88816  FEND 20.88816  RDSTART 0.7666667  RDEND 1  
  LINELOAD  "B18"  "Story5"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0.7666667  RDEND 1  
  LINELOAD  "B18"  "Story4"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 20.88816  FEND 20.88816  RDSTART 0.7666667  RDEND 1  
  LINELOAD  "B18"  "Story4"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0.7666667  RDEND 1  
  LINELOAD  "B18"  "Story3"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 20.88816  FEND 20.88816  RDSTART 0.7666667  RDEND 1  
  LINELOAD  "B18"  "Story3"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0.7666667  RDEND 1  
  LINELOAD  "B18"  "Story2"  TYPE "TRAPF"  DIR "GRAV"  LC "Dead"  FSTART 20.88816  FEND 20.88816  RDSTART 0.7666667  RDEND 1  
  LINELOAD  "B18"  "Story2"  TYPE "TRAPF"  DIR "GRAV"  LC "Live"  FSTART 12.25831  FEND 12.25831  RDSTART 0.7666667  RDEND 1  
  LINELOAD  "L1"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L2"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L7"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L6"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L5"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "L1"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 4.318849
  LINELOAD  "L1"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 3.270518
  LINELOAD  "L2"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 4.318849
  LINELOAD  "L2"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 3.270518
  LINELOAD  "L7"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 4.318849
  LINELOAD  "L7"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 3.270518
  LINELOAD  "L6"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 4.318849
  LINELOAD  "L6"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 3.270518
  LINELOAD  "L5"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 4.318849
  LINELOAD  "L5"  "Story6"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 2.775282
  LINELOAD  "L1"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L2"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L7"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L6"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L5"  "Story5"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "L1"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L2"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L7"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L6"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L5"  "Story4"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "L1"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L2"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L7"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L6"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L5"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564
  LINELOAD  "L1"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L2"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L7"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L6"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 6.541036
  LINELOAD  "L5"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Dead"  FVAL 5.550564

$ SHELL UNIFORM LOAD SETS
  SHELLUNIFORMLOADSET "Floor"  LOADPAT "Dead"  VALUE 0.005383851
  SHELLUNIFORMLOADSET "Floor"  LOADPAT "Live"  VALUE 0.00196133
  SHELLUNIFORMLOADSET "Floor"  LOADPAT "Lp"  VALUE 0.000980665
  SHELLUNIFORMLOADSET "Roof"  LOADPAT "Dead"  VALUE 0.006168383
  SHELLUNIFORMLOADSET "Roof"  LOADPAT "Lr"  VALUE 0.001470998
  SHELLUNIFORMLOADSET "Roof"  LOADPAT "S"  VALUE 0.001029698
  SHELLUNIFORMLOADSET "Roof"  LOADPAT "Wall"  VALUE 0.0004903325
  SHELLUNIFORMLOADSET "Tore-Floor"  LOADPAT "Dead"  VALUE 0.001549451
  SHELLUNIFORMLOADSET "Tore-Floor"  LOADPAT "Live"  VALUE 0.00196133
  SHELLUNIFORMLOADSET "Tore-Floor"  LOADPAT "Lp"  VALUE 0.000980665
  SHELLUNIFORMLOADSET "Tore-Floor"  LOADPAT "Ez"  VALUE 0.000617819
  SHELLUNIFORMLOADSET "Tore-Roof"  LOADPAT "Dead"  VALUE 0.001549451
  SHELLUNIFORMLOADSET "Tore-Roof"  LOADPAT "Lr"  VALUE 0.001470998
  SHELLUNIFORMLOADSET "Tore-Roof"  LOADPAT "S"  VALUE 0.001029698
  SHELLUNIFORMLOADSET "Tore-Roof"  LOADPAT "Ez"  VALUE 0.0005295591

$ SHELL OBJECT LOADS
  AREALOAD  "F1"  "Story1"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F1"  "Story6"  TYPE "UNIFLOADSET"  "Roof"  
  AREALOAD  "F1"  "Story5"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F1"  "Story4"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F1"  "Story3"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F1"  "Story2"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F2"  "Story1"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F2"  "Story6"  TYPE "UNIFLOADSET"  "Roof"  
  AREALOAD  "F2"  "Story5"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F2"  "Story4"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F2"  "Story3"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F2"  "Story2"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F3"  "Story1"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F3"  "Story6"  TYPE "UNIFLOADSET"  "Roof"  
  AREALOAD  "F3"  "Story5"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F3"  "Story4"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F3"  "Story3"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F3"  "Story2"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F4"  "Story1"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F4"  "Story6"  TYPE "UNIFLOADSET"  "Roof"  
  AREALOAD  "F4"  "Story5"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F4"  "Story4"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F4"  "Story3"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F4"  "Story2"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F5"  "Story1"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F5"  "Story6"  TYPE "UNIFLOADSET"  "Roof"  
  AREALOAD  "F5"  "Story5"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F5"  "Story4"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F5"  "Story3"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F5"  "Story2"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F6"  "Story7"  TYPE "UNIFLOADSET"  "Roof"  
  AREALOAD  "F7"  "Story1"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F7"  "Story6"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F7"  "Story5"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F7"  "Story4"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F7"  "Story3"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F7"  "Story2"  TYPE "UNIFLOADSET"  "Floor"  
  AREALOAD  "F8"  "Story1"  TYPE "UNIFLOADSET"  "Tore-Floor"  
  AREALOAD  "F9"  "Story1"  TYPE "UNIFLOADSET"  "Tore-Floor"  
  AREALOAD  "F10"  "Story1"  TYPE "UNIFLOADSET"  "Tore-Floor"  
  AREALOAD  "F8"  "Story6"  TYPE "UNIFLOADSET"  "Tore-Roof"  
  AREALOAD  "F9"  "Story6"  TYPE "UNIFLOADSET"  "Tore-Roof"  
  AREALOAD  "F10"  "Story6"  TYPE "UNIFLOADSET"  "Tore-Roof"  
  AREALOAD  "F8"  "Story5"  TYPE "UNIFLOADSET"  "Tore-Floor"  
  AREALOAD  "F9"  "Story5"  TYPE "UNIFLOADSET"  "Tore-Floor"  
  AREALOAD  "F10"  "Story5"  TYPE "UNIFLOADSET"  "Tore-Floor"  
  AREALOAD  "F8"  "Story4"  TYPE "UNIFLOADSET"  "Tore-Floor"  
  AREALOAD  "F9"  "Story4"  TYPE "UNIFLOADSET"  "Tore-Floor"  
  AREALOAD  "F10"  "Story4"  TYPE "UNIFLOADSET"  "Tore-Floor"  
  AREALOAD  "F8"  "Story3"  TYPE "UNIFLOADSET"  "Tore-Floor"  
  AREALOAD  "F9"  "Story3"  TYPE "UNIFLOADSET"  "Tore-Floor"  
  AREALOAD  "F10"  "Story3"  TYPE "UNIFLOADSET"  "Tore-Floor"  
  AREALOAD  "F8"  "Story2"  TYPE "UNIFLOADSET"  "Tore-Floor"  
  AREALOAD  "F9"  "Story2"  TYPE "UNIFLOADSET"  "Tore-Floor"  
  AREALOAD  "F10"  "Story2"  TYPE "UNIFLOADSET"  "Tore-Floor"  

$ ANALYSIS OPTIONS
  ACTIVEDOF "UX UY UZ RX RY RZ"  
  MODELHINGESINLINKS "Yes"  HINGEDAMPINGOPTION "KT"  
  PDELTA  METHOD "ITERATIVE"  TOL 0.0001
  PDELTA  LOAD "Dead"  FACTOR 1.2
  PDELTA  LOAD "Live"  FACTOR 1
  PDELTA  LOAD "Lp"  FACTOR 1
  PDELTA  LOAD "S"  FACTOR 0.2
  AUTORECTMESH  LOCALIZEDFLOORMESHING  "Yes"  FLOORMESHMERGEJOINTS  "Yes"  FLOORMESHMAXSIZE  1250 WALLMESHMAXSIZE  1250 

$ MASS SOURCE
  MASSSOURCE  "Masssource"    INCLUDEELEMENTS "No"    INCLUDEADDEDMASS "No"    INCLUDELOADS "Yes"    INCLUDEMOVE "No"    INCLUDELATERALMASS "Yes"    INCLUDEVERTICALMASS "No"    LUMPATSTORIES "Yes"    ISDEFAULT "Yes"  
  MASSSOURCELOAD  "Masssource"  "Dead"  1 
  MASSSOURCELOAD  "Masssource"  "Lp"  1 
  MASSSOURCELOAD  "Masssource"  "Live"  0.2 
  MASSSOURCELOAD  "Masssource"  "Lr"  0.2 
  MASSSOURCELOAD  "Masssource"  "S"  0.2 
  MASSSOURCELOAD  "Masssource"  "Wall"  1 

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

$ GENERALIZED DISPLACEMENTS

$ LOAD CASES
  LOADCASE "Modal"  TYPE  "Modal - Eigen"  INITCOND  "PRESET"  
  LOADCASE "Modal"  MAXMODES  18 MINMODES  1 EIGENSHIFTFREQ  0 EIGENCUTOFF  0 EIGENTOL  1E-09 
  LOADCASE "Dead"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Dead"  LOADPAT  "Dead"  SF  1 
  LOADCASE "Live"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Live"  LOADPAT  "Live"  SF  1 
  LOADCASE "Lp"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Lp"  LOADPAT  "Lp"  SF  1 
  LOADCASE "Lr"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Lr"  LOADPAT  "Lr"  SF  1 
  LOADCASE "S"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "S"  LOADPAT  "S"  SF  1 
  LOADCASE "Wall"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Wall"  LOADPAT  "Wall"  SF  1 
  LOADCASE "Ex"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Ex"  LOADPAT  "Ex"  SF  1 
  LOADCASE "Ey"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Ey"  LOADPAT  "Ey"  SF  1 
  LOADCASE "Exall"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Exall"  LOADPAT  "Exall"  SF  1 
  LOADCASE "Eyall"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Eyall"  LOADPAT  "Eyall"  SF  1 
  LOADCASE "Ez"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Ez"  LOADPAT  "Ez"  SF  1 
  LOADCASE "Exall+0.3Ey"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Exall+0.3Ey"  LOADPAT  "Exall"  SF  1 
  LOADCASE "Exall+0.3Ey"  LOADPAT  "Ey"  SF  0.3 
  LOADCASE "Exall-0.3Ey"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Exall-0.3Ey"  LOADPAT  "Exall"  SF  1 
  LOADCASE "Exall-0.3Ey"  LOADPAT  "Ey"  SF  -0.3 
  LOADCASE "Eyall+0.3Ex"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Eyall+0.3Ex"  LOADPAT  "Eyall"  SF  1 
  LOADCASE "Eyall+0.3Ex"  LOADPAT  "Ex"  SF  0.3 
  LOADCASE "Eyall-0.3Ex"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Eyall-0.3Ex"  LOADPAT  "Eyall"  SF  1 
  LOADCASE "Eyall-0.3Ex"  LOADPAT  "Ex"  SF  -0.3 

$ LOAD COMBINATIONS
  COMBO "UDCon1"  TYPE "Linear Add"  NOTES "Dead  [Strength]"  
  COMBO "UDCon1"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon1"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon1"  LOADCASE "Dead"  SF 1.4 
  COMBO "UDCon2"  TYPE "Linear Add"  NOTES "Dead + Live  [Strength]"  
  COMBO "UDCon2"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon2"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon2"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDCon2"  LOADCASE "Live"  SF 1.6 
  COMBO "UDCon2"  LOADCASE "Lp"  SF 1.6 
  COMBO "UDCon2"  LOADCASE "S"  SF 0.5 
  COMBO "UDCon3"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDCon3"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon3"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon3"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDCon3"  LOADCASE "Live"  SF 1.6 
  COMBO "UDCon3"  LOADCASE "Lp"  SF 1.6 
  COMBO "UDCon3"  LOADCASE "Lr"  SF 0.5 
  COMBO "UDCon4"  TYPE "Linear Add"  NOTES "Dead + Live + Snow  [Strength]"  
  COMBO "UDCon4"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon4"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon4"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDCon4"  LOADCASE "Live"  SF 1 
  COMBO "UDCon4"  LOADCASE "Lp"  SF 1 
  COMBO "UDCon4"  LOADCASE "S"  SF 1.6 
  COMBO "UDCon5"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDCon5"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon5"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon5"  LOADCASE "Dead"  SF 1.2 
  COMBO "UDCon5"  LOADCASE "Live"  SF 1 
  COMBO "UDCon5"  LOADCASE "Lp"  SF 1 
  COMBO "UDCon5"  LOADCASE "Lr"  SF 1.6 
  COMBO "UDCon6"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDCon6"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon6"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon6"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon6"  LOADCASE "Live"  SF 1 
  COMBO "UDCon6"  LOADCASE "Lp"  SF 1 
  COMBO "UDCon6"  LOADCASE "S"  SF 0.2 
  COMBO "UDCon6"  LOADCASE "Ex"  SF 1 
  COMBO "UDCon6"  LOADCASE "Ez"  SF 1 
  COMBO "UDCon7"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDCon7"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon7"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon7"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon7"  LOADCASE "Live"  SF 1 
  COMBO "UDCon7"  LOADCASE "Lp"  SF 1 
  COMBO "UDCon7"  LOADCASE "S"  SF 0.2 
  COMBO "UDCon7"  LOADCASE "Ex"  SF -1 
  COMBO "UDCon7"  LOADCASE "Ez"  SF 1 
  COMBO "UDCon8"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDCon8"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon8"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon8"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon8"  LOADCASE "Live"  SF 1 
  COMBO "UDCon8"  LOADCASE "Lp"  SF 1 
  COMBO "UDCon8"  LOADCASE "S"  SF 0.2 
  COMBO "UDCon8"  LOADCASE "Ey"  SF 1 
  COMBO "UDCon8"  LOADCASE "Ez"  SF 1 
  COMBO "UDCon9"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDCon9"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon9"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon9"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon9"  LOADCASE "Live"  SF 1 
  COMBO "UDCon9"  LOADCASE "Lp"  SF 1 
  COMBO "UDCon9"  LOADCASE "S"  SF 0.2 
  COMBO "UDCon9"  LOADCASE "Ey"  SF -1 
  COMBO "UDCon9"  LOADCASE "Ez"  SF 1 
  COMBO "UDCon10"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDCon10"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon10"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon10"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon10"  LOADCASE "Live"  SF 1 
  COMBO "UDCon10"  LOADCASE "Lp"  SF 1 
  COMBO "UDCon10"  LOADCASE "S"  SF 0.2 
  COMBO "UDCon10"  LOADCASE "Exall"  SF 1 
  COMBO "UDCon10"  LOADCASE "Ez"  SF 1 
  COMBO "UDCon11"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDCon11"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon11"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon11"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon11"  LOADCASE "Live"  SF 1 
  COMBO "UDCon11"  LOADCASE "Lp"  SF 1 
  COMBO "UDCon11"  LOADCASE "S"  SF 0.2 
  COMBO "UDCon11"  LOADCASE "Exall"  SF -1 
  COMBO "UDCon11"  LOADCASE "Ez"  SF 1 
  COMBO "UDCon12"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDCon12"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon12"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon12"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon12"  LOADCASE "Live"  SF 1 
  COMBO "UDCon12"  LOADCASE "Lp"  SF 1 
  COMBO "UDCon12"  LOADCASE "S"  SF 0.2 
  COMBO "UDCon12"  LOADCASE "Eyall"  SF 1 
  COMBO "UDCon12"  LOADCASE "Ez"  SF 1 
  COMBO "UDCon13"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDCon13"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon13"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon13"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon13"  LOADCASE "Live"  SF 1 
  COMBO "UDCon13"  LOADCASE "Lp"  SF 1 
  COMBO "UDCon13"  LOADCASE "S"  SF 0.2 
  COMBO "UDCon13"  LOADCASE "Eyall"  SF -1 
  COMBO "UDCon13"  LOADCASE "Ez"  SF 1 
  COMBO "UDCon14"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDCon14"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon14"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon14"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon14"  LOADCASE "Live"  SF 1 
  COMBO "UDCon14"  LOADCASE "Lp"  SF 1 
  COMBO "UDCon14"  LOADCASE "S"  SF 0.2 
  COMBO "UDCon14"  LOADCASE "Exall+0.3Ey"  SF 1 
  COMBO "UDCon14"  LOADCASE "Ez"  SF 1 
  COMBO "UDCon15"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDCon15"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon15"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon15"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon15"  LOADCASE "Live"  SF 1 
  COMBO "UDCon15"  LOADCASE "Lp"  SF 1 
  COMBO "UDCon15"  LOADCASE "S"  SF 0.2 
  COMBO "UDCon15"  LOADCASE "Exall+0.3Ey"  SF -1 
  COMBO "UDCon15"  LOADCASE "Ez"  SF 1 
  COMBO "UDCon16"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDCon16"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon16"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon16"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon16"  LOADCASE "Live"  SF 1 
  COMBO "UDCon16"  LOADCASE "Lp"  SF 1 
  COMBO "UDCon16"  LOADCASE "S"  SF 0.2 
  COMBO "UDCon16"  LOADCASE "Exall-0.3Ey"  SF 1 
  COMBO "UDCon16"  LOADCASE "Ez"  SF 1 
  COMBO "UDCon17"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDCon17"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon17"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon17"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon17"  LOADCASE "Live"  SF 1 
  COMBO "UDCon17"  LOADCASE "Lp"  SF 1 
  COMBO "UDCon17"  LOADCASE "S"  SF 0.2 
  COMBO "UDCon17"  LOADCASE "Exall-0.3Ey"  SF -1 
  COMBO "UDCon17"  LOADCASE "Ez"  SF 1 
  COMBO "UDCon18"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDCon18"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon18"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon18"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon18"  LOADCASE "Live"  SF 1 
  COMBO "UDCon18"  LOADCASE "Lp"  SF 1 
  COMBO "UDCon18"  LOADCASE "S"  SF 0.2 
  COMBO "UDCon18"  LOADCASE "Eyall+0.3Ex"  SF 1 
  COMBO "UDCon18"  LOADCASE "Ez"  SF 1 
  COMBO "UDCon19"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDCon19"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon19"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon19"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon19"  LOADCASE "Live"  SF 1 
  COMBO "UDCon19"  LOADCASE "Lp"  SF 1 
  COMBO "UDCon19"  LOADCASE "S"  SF 0.2 
  COMBO "UDCon19"  LOADCASE "Eyall+0.3Ex"  SF -1 
  COMBO "UDCon19"  LOADCASE "Ez"  SF 1 
  COMBO "UDCon20"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDCon20"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon20"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon20"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon20"  LOADCASE "Live"  SF 1 
  COMBO "UDCon20"  LOADCASE "Lp"  SF 1 
  COMBO "UDCon20"  LOADCASE "S"  SF 0.2 
  COMBO "UDCon20"  LOADCASE "Eyall-0.3Ex"  SF 1 
  COMBO "UDCon20"  LOADCASE "Ez"  SF 1 
  COMBO "UDCon21"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDCon21"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon21"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon21"  LOADCASE "Dead"  SF 1.41 
  COMBO "UDCon21"  LOADCASE "Live"  SF 1 
  COMBO "UDCon21"  LOADCASE "Lp"  SF 1 
  COMBO "UDCon21"  LOADCASE "S"  SF 0.2 
  COMBO "UDCon21"  LOADCASE "Eyall-0.3Ex"  SF -1 
  COMBO "UDCon21"  LOADCASE "Ez"  SF 1 
  COMBO "UDCon22"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDCon22"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon22"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon22"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon22"  LOADCASE "Ex"  SF 1 
  COMBO "UDCon22"  LOADCASE "Ez"  SF -1 
  COMBO "UDCon23"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDCon23"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon23"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon23"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon23"  LOADCASE "Ex"  SF -1 
  COMBO "UDCon23"  LOADCASE "Ez"  SF -1 
  COMBO "UDCon24"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDCon24"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon24"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon24"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon24"  LOADCASE "Ey"  SF 1 
  COMBO "UDCon24"  LOADCASE "Ez"  SF -1 
  COMBO "UDCon25"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDCon25"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon25"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon25"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon25"  LOADCASE "Ey"  SF -1 
  COMBO "UDCon25"  LOADCASE "Ez"  SF -1 
  COMBO "UDCon26"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDCon26"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon26"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon26"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon26"  LOADCASE "Exall"  SF 1 
  COMBO "UDCon26"  LOADCASE "Ez"  SF -1 
  COMBO "UDCon27"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDCon27"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon27"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon27"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon27"  LOADCASE "Exall"  SF -1 
  COMBO "UDCon27"  LOADCASE "Ez"  SF -1 
  COMBO "UDCon28"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDCon28"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon28"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon28"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon28"  LOADCASE "Eyall"  SF 1 
  COMBO "UDCon28"  LOADCASE "Ez"  SF -1 
  COMBO "UDCon29"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDCon29"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon29"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon29"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon29"  LOADCASE "Eyall"  SF -1 
  COMBO "UDCon29"  LOADCASE "Ez"  SF -1 
  COMBO "UDCon30"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDCon30"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon30"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon30"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon30"  LOADCASE "Exall+0.3Ey"  SF 1 
  COMBO "UDCon30"  LOADCASE "Ez"  SF -1 
  COMBO "UDCon31"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDCon31"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon31"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon31"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon31"  LOADCASE "Exall+0.3Ey"  SF -1 
  COMBO "UDCon31"  LOADCASE "Ez"  SF -1 
  COMBO "UDCon32"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDCon32"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon32"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon32"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon32"  LOADCASE "Exall-0.3Ey"  SF 1 
  COMBO "UDCon32"  LOADCASE "Ez"  SF -1 
  COMBO "UDCon33"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDCon33"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon33"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon33"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon33"  LOADCASE "Exall-0.3Ey"  SF -1 
  COMBO "UDCon33"  LOADCASE "Ez"  SF -1 
  COMBO "UDCon34"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDCon34"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon34"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon34"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon34"  LOADCASE "Eyall+0.3Ex"  SF 1 
  COMBO "UDCon34"  LOADCASE "Ez"  SF -1 
  COMBO "UDCon35"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDCon35"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon35"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon35"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon35"  LOADCASE "Eyall+0.3Ex"  SF -1 
  COMBO "UDCon35"  LOADCASE "Ez"  SF -1 
  COMBO "UDCon36"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDCon36"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon36"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon36"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon36"  LOADCASE "Eyall-0.3Ex"  SF 1 
  COMBO "UDCon36"  LOADCASE "Ez"  SF -1 
  COMBO "UDCon37"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDCon37"  DESIGN "Composite Column"  COMBOTYPE "Strength"  
  COMBO "UDCon37"  DESIGN "Concrete"  COMBOTYPE "Strength"  
  COMBO "UDCon37"  LOADCASE "Dead"  SF 0.69 
  COMBO "UDCon37"  LOADCASE "Eyall-0.3Ex"  SF -1 
  COMBO "UDCon37"  LOADCASE "Ez"  SF -1 

$ STEEL DESIGN PREFERENCES
  STEELPREFERENCE  CODE "AISC 360-10"  THDESIGN "EVERYSTEP-ALL"  FRAMETYPE "SMF"  
  STEELPREFERENCE  SDC "D"  IMPORTANCEFACTOR 1 SYSTEMRHO 1 SYSTEMSDS 0.5 
  STEELPREFERENCE  SYSTEMR 8 OMEGA0 3 SYSTEMCD 5.5 
  STEELPREFERENCE  PROVISION "LRFD"  ANALYSISMETHOD "DIRECT ANALYSIS"  SECONDORDERMETHOD "GENERAL 2ND ORDER"  STIFFNESSREDUCTIONMETHOD "TAU-B FIXED"  AANOTIONALTOLATERALCOMBOS "NO"  BETA 1.3 BETAOMEGA 1.6 
  STEELPREFERENCE  PHIBAISC05 0.9 PHICAISC05 0.9 PHITYAISC05 0.9 PHITFAISC05 0.75 
  STEELPREFERENCE  PHIVAISC05 0.9 PHIVROLLEDIAISC05 1 PHITORSIONAISC05 0.9 
  STEELPREFERENCE  IGNORESEISMICCODE "NO"  IGNORESPECIALSEISMICLOAD "NO"  ISDOUBLERPLATEPLUGWELDED "YES"  
  STEELPREFERENCE  HSSWELDINGTYPE "ERW"   REDUCEHSSTHICKNESS "NO"  
  STEELPREFERENCE  CONSIDERDEFLECTION "YES"  RELATIVEDEFLECTION "RATIO"  
  STEELPREFERENCE  DLDEFLECTIONLIMIT 120 SLDEFLECTIONLIMIT 120 LLDEFLECTIONLIMIT 360 TLDEFLECTIONLIMIT 240 TLMCDEFLECTIONLIMIT 240 
  STEELPREFERENCE  DLDEFLECTIONLIMITABS 25.4 SLDEFLECTIONLIMITABS 25.4 LLDEFLECTIONLIMITABS 25.4 TLDEFLECTIONLIMITABS 25.4 TLMCDEFLECTIONLIMITABS 25.4 
  STEELPREFERENCE  CALCULATECAMBER "NO"  PERCENTCAMBERWDL 1 CAMBERRELMAXLIMIT 180 CAMBERIGNORELIMIT 19.05 
  STEELPREFERENCE  CAMBERABSMAXLIMIT 101.6 CAMBERINTERVAL 6.35 CAMBERROUNDDOWN "YES"  
  STEELPREFERENCE  PATTERNLLF 0.75 MAXITERATION 1 SRLIMIT 0.95 

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

$ CONCRETE DESIGN OVERWRITES
  CONCRETEDATA  "C1"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C1"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C1"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C1"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C1"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C1"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C2"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C2"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C2"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C2"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C2"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C2"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C3"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C3"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C3"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C3"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C3"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C3"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C4"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C4"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C4"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C4"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C4"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C4"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C5"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C5"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C5"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C5"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C5"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C5"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C6"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C6"  "Story7"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C6"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C6"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C6"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C6"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C6"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C7"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C7"  "Story7"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C7"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C7"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C7"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C7"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C7"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C8"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C8"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C8"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C8"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C8"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C8"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C9"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C9"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C9"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C9"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C9"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C9"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C10"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C10"  "Story7"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C10"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C10"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C10"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C10"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C10"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C11"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C11"  "Story7"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C11"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C11"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C11"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C11"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C11"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C12"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C12"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C12"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C12"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C12"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "C12"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B1"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B1"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B1"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B1"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B1"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B1"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B2"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B2"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B2"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B2"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B2"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B2"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B3"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B3"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B3"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B3"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B3"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B3"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B4"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B4"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B4"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B4"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B4"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B4"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B5"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B5"  "Story7"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B5"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B5"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B5"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B5"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B5"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B6"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B6"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B6"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B6"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B6"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B6"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B7"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B7"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B7"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B7"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B7"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B7"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B8"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B8"  "Story7"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B8"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B8"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B8"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B8"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B8"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B9"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B9"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B9"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B9"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B9"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B9"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B10"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B10"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B10"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B10"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B10"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B10"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B11"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B11"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B11"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B11"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B11"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B11"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B12"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B12"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B12"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B12"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B12"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B12"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B13"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B13"  "Story7"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B13"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B13"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B13"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B13"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B13"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B14"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B14"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B14"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B14"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B14"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B14"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B15"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B15"  "Story7"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B15"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B15"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B15"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B15"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B15"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B16"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B16"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B16"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B16"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B16"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B16"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B17"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B17"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B17"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B17"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B17"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B17"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B18"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B20"  "Story1"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B18"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B20"  "Story6"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B18"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B20"  "Story5"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B18"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B20"  "Story4"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B18"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B20"  "Story3"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B18"  "Story2"  TYPE "INTERMEDIATE"
  CONCRETEDATA  "B20"  "Story2"  TYPE "INTERMEDIATE"

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

$ WALL DESIGN PREFERENCES
  WALLPREFERENCE  CODE "ACI 318-14"  THDESIGN "ENVELOPES-ALL"  
  WALLPREFERENCE  REBARMATERIAL "S340"  REBARSHEARMATERIAL "S340"
  WALLPREFERENCE  RHO 1  SDS 0.5  I 1  CD 5.5  PHI-TCTRL 0.9  PHI-CCTRL 0.65  PHI-SHEAR 0.75  PHI-SHEARSEIS 0.6  PMAXFACTOR 0.8
  WALLPREFERENCE  NUMCURVES 24  NUMPOINTS 11
  WALLPREFERENCE  PTMAX 0.06  PCMAX 0.04  IPMAX 0.04  IPMIN 0.0025
  WALLPREFERENCE  UFLIMIT 0.95

$ CONCRETE SLAB DESIGN PREFERENCES
  CONCRETESLABPREFERENCE  CODE "ACI 318-14"  PHITENACI 0.9  PHICOMPACI 0.65  PHISHEARACI 0.75
  CONCRETESLABPREFERENCE  COVERTOP 15  COVERBOT 15  BARSIZE "18"  INNERLAYER "B"    PTCGSTOP 25  PTCGSBOTEXT 40  PTCGSBOTINT 25  SLABTYPE "Two Way"  
  CONCRETESLABPREFERENCE  USERSTRESS "No"  INITCONCRAT 0.8  LLFRACTION 0.5

$ DIMENSION LINES
  DIMLINE DEFAULTSYSTEM G1

$ TABLE SETS

$ LOG
  STARTCOMMENTS  

ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 12:24:23 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:00:26 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:04:20 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:05:46 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:09:33 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:12:19 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:18:05 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:18:35 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:38:39 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:39:46 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:40:06 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:40:26 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:40:28 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:40:29 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:40:34 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:41:36 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:43:41 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:43:44 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:43:46 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:43:51 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:49:02 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:49:03 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:49:08 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:50:36 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:50:37 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:50:42 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:51:48 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:51:50 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:51:55 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:52:59 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:53:01 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:53:06 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:53:39 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:53:40 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:53:45 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 1:55:32 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 2:04:07 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 2:04:08 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 2:04:13 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 2:06:11 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Design File.EDB at 1/24/2019 2:06:13 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Period File.EDB at 1/24/2019 2:06:21 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Period File.EDB at 1/24/2019 2:06:41 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Period File.EDB at 1/24/2019 2:06:43 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Period File.EDB at 1/24/2019 2:06:47 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Faeze Maleki 15 Khordad\3 - Farzam\ETABS Files\Period File.EDB at 1/24/2019 2:08:27 AM
  ENDCOMMENTS  

  END
$ END OF MODEL FILE
