$ File C:\Users\ASUS\Desktop\Habibi - Behsazi\ETABS File 2.$et saved 1/24/2019 3:58:23 AM
 
$ PROGRAM INFORMATION
  PROGRAM  "ETABS 2016"  VERSION "16.2.1"  

$ CONTROLS
  UNITS  "KIP"  "IN"  "F"  
  TITLE1  "Gerdoo"  
  TITLE2  "Piri-First"  
  PREFERENCE  MERGETOL 0.1
  RLLF  METHOD "UBC97"  USEDEFAULTMIN "YES"  

$ STORIES - IN SEQUENCE FROM TOP
  STORY "Story4"  HEIGHT 125.9843 MASTERSTORY "Yes"  
  STORY "Story3"  HEIGHT 125.9843 SIMILARTO "Story4"  
  STORY "Story2"  HEIGHT 125.9843 SIMILARTO "Story4"  
  STORY "Story1"  HEIGHT 165.3543 SIMILARTO "Story4"  
  STORY "Base"  ELEV 0 

$ GRIDS
  GRIDSYSTEM "G1"  TYPE "CARTESIAN"  BUBBLESIZE 39.37008 
  GRID "G1"  LABEL "A"  DIR "X"  COORD 0 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "B"  DIR "X"  COORD 250 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "C"  DIR "X"  COORD 352.3622 VISIBLE "Yes"  BUBBLELOC "End"  
  GRID "G1"  LABEL "1"  DIR "Y"  COORD 0 VISIBLE "Yes"  BUBBLELOC "Start"  
  GRID "G1"  LABEL "2"  DIR "Y"  COORD 131.8898 VISIBLE "Yes"  BUBBLELOC "Start"  
  GRID "G1"  LABEL "3"  DIR "Y"  COORD 265.3543 VISIBLE "Yes"  BUBBLELOC "Start"  
  GRID "G1"  LABEL "4"  DIR "Y"  COORD 411.0236 VISIBLE "Yes"  BUBBLELOC "Start"  
  GRID "G1"  LABEL "5"  DIR "Y"  COORD 477.9528 VISIBLE "Yes"  BUBBLELOC "Start"  
  REFERENCEPOINT  "G1"  X 307.0866 Y 411.0236 VISIBLE "Yes"  
  REFERENCEPOINT  "G1"  X 307.0866 Y 477.9528 VISIBLE "Yes"  
  REFERENCEPOINT  "G1"  X 305.1181 Y 0 VISIBLE "Yes"  
  REFERENCEPOINT  "G1"  X 47.24409 Y 0 VISIBLE "Yes"  
  REFERENCEPOINT  "G1"  X 47.24409 Y -47.24409 VISIBLE "Yes"  
  REFERENCEPOINT  "G1"  X 305.1181 Y -47.24409 VISIBLE "Yes"  

$ DIAPHRAGM NAMES
  DIAPHRAGM "D1"    TYPE RIGID

$ MATERIAL PROPERTIES
  MATERIAL  "STEEL"    TYPE "Steel"    WEIGHTPERVOLUME 0.0002835992
  MATERIAL  "STEEL"    SYMTYPE "Isotropic"  E 29869.02  U 0.3  A 6.49999992674566E-06
  MATERIAL  "STEEL"  FY 34.13602  FU 52.62637 FYE 37.54963  FUE 57.889
  MATERIAL  "STEEL"  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  "CONC"    TYPE "Concrete"    WEIGHTPERVOLUME 8.67055E-05
  MATERIAL  "CONC"    SYMTYPE "Isotropic"  E 3112.338  U 0.15  A 5.50000004295725E-06
  MATERIAL  "CONC"    FC 2.98690189694536
  MATERIAL  "CONC"  TIMEDEPCONCCODE "CEBFIP90"  
  MATERIAL  "CONC"  HYSTYPE "Concrete"  ENERGYDEGFACT 0 SSTYPE "Simple"  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  "OTHER"    TYPE "Other"    WEIGHTPERVOLUME 0.000283
  MATERIAL  "OTHER"    SYMTYPE "Isotropic"  E 29000  U 0.3  A 6.49999992674566E-06
  MATERIAL  "OTHER"  DESIGNTYPE "OTHER"  
  MATERIAL  "OTHER"  HYSTYPE "Elastic"  IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.005 LSCOMPRESSION 0.01 CPCOMPRESSION 0.02 IGNORETENSIONACCEPTANCE "No"  
  MATERIAL  "OTHER"  STRAIN -1 STRESS -1 
  MATERIAL  "OTHER"  STRAIN 0 STRESS 0 POINTID "A"  
  MATERIAL  "OTHER"  STRAIN 1 STRESS 1 
  MATERIAL  "A615Gr60"    TYPE "Rebar"    WEIGHTPERVOLUME 0.0002835648
  MATERIAL  "A615Gr60"    SYMTYPE "Uniaxial"  E 29000  A 6.49999992674566E-06
  MATERIAL  "A615Gr60"  FY 60  FU 90
  MATERIAL  "A615Gr60"  HYSTYPE "Kinematic"  SSTYPE "Simple"  STRAINATHARDENING 0.01 STRAINATULTIMATE 0.09 FINALSLOPE -0.1 IOTENSION 0.01 LSTENSION 0.02 CPTENSION 0.05 IOCOMPRESSION 0.005 LSCOMPRESSION 0.01 CPCOMPRESSION 0.02 
  MATERIAL  "A416Gr270"    TYPE "Tendon"    WEIGHTPERVOLUME 0.0002835648
  MATERIAL  "A416Gr270"    SYMTYPE "Uniaxial"  E 28500  A 6.49999992674566E-06
  MATERIAL  "A416Gr270"  FY 245.1  FU 270
  MATERIAL  "A416Gr270"  HYSTYPE "Kinematic"  SSTYPE "270ksi"  FINALSLOPE -0.1 IOTENSION 0.015 LSTENSION 0.023 CPTENSION 0.03 IOCOMPRESSION 0.015 LSCOMPRESSION 0.023 CPCOMPRESSION 0.03 

$ REBAR DEFINITIONS
  REBARDEFINITION  "#2"  AREA  0.05 DIA  0.25 
  REBARDEFINITION  "#3"  AREA  0.11 DIA  0.375 
  REBARDEFINITION  "#4"  AREA  0.2 DIA  0.5 
  REBARDEFINITION  "#5"  AREA  0.31 DIA  0.625 
  REBARDEFINITION  "#6"  AREA  0.44 DIA  0.75 
  REBARDEFINITION  "#7"  AREA  0.6 DIA  0.875 
  REBARDEFINITION  "#8"  AREA  0.79 DIA  1 
  REBARDEFINITION  "#9"  AREA  1 DIA  1.128 
  REBARDEFINITION  "#10"  AREA  1.27 DIA  1.27 
  REBARDEFINITION  "#11"  AREA  1.56 DIA  1.41 
  REBARDEFINITION  "#14"  AREA  2.25 DIA  1.693 
  REBARDEFINITION  "#18"  AREA  4 DIA  2.257 
  REBARDEFINITION  "10M"  AREA  0.1550003 DIA  0.4448819 
  REBARDEFINITION  "15M"  AREA  0.3100006 DIA  0.6299213 
  REBARDEFINITION  "20M"  AREA  0.465001 DIA  0.7677165 
  REBARDEFINITION  "25M"  AREA  0.7750016 DIA  0.992126 
  REBARDEFINITION  "30M"  AREA  1.085002 DIA  1.177165 
  REBARDEFINITION  "35M"  AREA  1.550003 DIA  1.405512 
  REBARDEFINITION  "45M"  AREA  2.325005 DIA  1.720472 
  REBARDEFINITION  "55M"  AREA  3.875008 DIA  2.220473 
  REBARDEFINITION  "6d"  AREA  0.04386509 DIA  0.2362205 
  REBARDEFINITION  "8d"  AREA  0.07796516 DIA  0.3149606 
  REBARDEFINITION  "10d"  AREA  0.1216752 DIA  0.3937008 
  REBARDEFINITION  "12d"  AREA  0.1751504 DIA  0.472441 
  REBARDEFINITION  "14d"  AREA  0.2387005 DIA  0.5511811 
  REBARDEFINITION  "16d"  AREA  0.3115506 DIA  0.6299213 
  REBARDEFINITION  "20d"  AREA  0.486701 DIA  0.7874016 
  REBARDEFINITION  "25d"  AREA  0.7610515 DIA  0.984252 
  REBARDEFINITION  "26d"  AREA  0.8230517 DIA  1.023622 
  REBARDEFINITION  "28d"  AREA  0.954802 DIA  1.102362 

$ FRAME SECTIONS
  FRAMESECTION  "2IPE140"  MATERIAL "STEEL"  SHAPE "General"  D 18 B 10 AREA 5.08401 AS2 2.604005 AS3 1.937504 I33 25.99515 I22 12.65642 S33POS 9.434271 S33NEG 9.434271 S22POS 4.405914 S22NEG 4.405914 R33 2.125984 R22 1.574803 Z33 10.74018 Z22 7.304542 TORSION 11.0131 
  FRAMESECTION  "IPE100"  MATERIAL "STEEL"  SHAPE "IPE100"  FILE "euro"  
  FRAMESECTION  "IPE120"  MATERIAL "STEEL"  SHAPE "IPE120"  
  FRAMESECTION  "IPE140"  MATERIAL "STEEL"  SHAPE "IPE140"  
  FRAMESECTION  "IPE160"  MATERIAL "STEEL"  SHAPE "IPE160"  
  FRAMESECTION  "IPE180"  MATERIAL "STEEL"  SHAPE "IPE180"  
  FRAMESECTION  "IPE200"  MATERIAL "STEEL"  SHAPE "IPE200"  
  FRAMESECTION  "IPE220"  MATERIAL "STEEL"  SHAPE "IPE220"  
  FRAMESECTION  "IPE240"  MATERIAL "STEEL"  SHAPE "IPE240"  
  FRAMESECTION  "IPE270"  MATERIAL "STEEL"  SHAPE "IPE270"  
  FRAMESECTION  "IPE300"  MATERIAL "STEEL"  SHAPE "IPE300"  
  FRAMESECTION  "BOX-20X6"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 7.874016 B 7.874016 TF 0.2362205 TW 0.2362205 
  FRAMESECTION  "BOX-20X8"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 7.874016 B 7.874016 TF 0.3149606 TW 0.3149606 
  FRAMESECTION  "BOX-20X10"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 7.874016 B 7.874016 TF 0.3937008 TW 0.3937008 
  FRAMESECTION  "BOX-20X12"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 7.874016 B 7.874016 TF 0.472441 TW 0.472441 
  FRAMESECTION  "BOX-20X15"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 7.874016 B 7.874016 TF 0.5905512 TW 0.5905512 
  FRAMESECTION  "BOX-20X20"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 7.874016 B 7.874016 TF 0.7874016 TW 0.7874016 
  FRAMESECTION  "BOX-25X6"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 9.84252 B 9.84252 TF 0.2362205 TW 0.2362205 
  FRAMESECTION  "BOX-25X8"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 9.84252 B 9.84252 TF 0.3149606 TW 0.3149606 
  FRAMESECTION  "BOX-25X10"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 9.84252 B 9.84252 TF 0.3937008 TW 0.3937008 
  FRAMESECTION  "BOX-25X12"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 9.84252 B 9.84252 TF 0.472441 TW 0.472441 
  FRAMESECTION  "BOX-25X15"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 9.84252 B 9.84252 TF 0.5905512 TW 0.5905512 
  FRAMESECTION  "BOX-25X20"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 9.84252 B 9.84252 TF 0.7874016 TW 0.7874016 
  FRAMESECTION  "BOX-30X8"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 11.81102 B 11.81102 TF 0.3149606 TW 0.3149606 
  FRAMESECTION  "BOX-30X10"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 11.81102 B 11.81102 TF 0.3937008 TW 0.3937008 
  FRAMESECTION  "BOX-30X12"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 11.81102 B 11.81102 TF 0.472441 TW 0.472441 
  FRAMESECTION  "BOX-30X15"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 11.81102 B 11.81102 TF 0.5905512 TW 0.5905512 
  FRAMESECTION  "BOX-30X20"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 11.81102 B 11.81102 TF 0.7874016 TW 0.7874016 
  FRAMESECTION  "BOX-35X10"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 13.77953 B 13.77953 TF 0.3937008 TW 0.3937008 
  FRAMESECTION  "BOX-35X12"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 13.77953 B 13.77953 TF 0.472441 TW 0.472441 
  FRAMESECTION  "BOX-35X15"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 13.77953 B 13.77953 TF 0.5905512 TW 0.5905512 
  FRAMESECTION  "BOX-35X20"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 13.77953 B 13.77953 TF 0.7874016 TW 0.7874016 
  FRAMESECTION  "BOX-40X10"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 15.74803 B 15.74803 TF 0.3937008 TW 0.3937008 
  FRAMESECTION  "BOX-40X12"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 15.74803 B 15.74803 TF 0.472441 TW 0.472441 
  FRAMESECTION  "BOX-40X15"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 15.74803 B 15.74803 TF 0.5905512 TW 0.5905512 
  FRAMESECTION  "BOX-40X20"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 15.74803 B 15.74803 TF 0.7874016 TW 0.7874016 
  FRAMESECTION  "BOX-45X12"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 17.71654 B 17.71654 TF 0.472441 TW 0.472441 
  FRAMESECTION  "BOX-45X15"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 17.71654 B 17.71654 TF 0.5905512 TW 0.5905512 
  FRAMESECTION  "BOX-45X20"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 17.71654 B 17.71654 TF 0.7874016 TW 0.7874016 
  FRAMESECTION  "BOX-50X12"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 19.68504 B 19.68504 TF 0.472441 TW 0.472441 
  FRAMESECTION  "BOX-50X15"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 19.68504 B 19.68504 TF 0.5905512 TW 0.5905512 
  FRAMESECTION  "BOX-50X20"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 19.68504 B 19.68504 TF 0.7874016 TW 0.7874016 
  FRAMESECTION  "VB"  MATERIAL "OTHER"  SHAPE "Concrete Rectangular"  D 11.81102 B 11.81102 INCLUDEAUTORIGIDZONEAREA "No"  NOTIONALISNONE "Yes"  
  FRAMESECTION  "PL30X8-15X10"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 12.59842 B 5.905512 TF 0.3937008 TW 0.3149606 
  FRAMESECTION  "PL30X8-15X12"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 12.75591 B 5.905512 TF 0.472441 TW 0.3149606 
  FRAMESECTION  "PL30X8-15X15"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 12.99213 B 5.905512 TF 0.5905512 TW 0.3149606 
  FRAMESECTION  "PL30X8-20X12"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 12.75591 B 7.874016 TF 0.472441 TW 0.3149606 
  FRAMESECTION  "PL30X8-20X15"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 12.99213 B 7.874016 TF 0.5905512 TW 0.3149606 
  FRAMESECTION  "PL24X8-15X10"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 10.23622 B 5.905512 TF 0.3937008 TW 0.3149606 
  FRAMESECTION  "PL24X8-15X12"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 10.3937 B 5.905512 TF 0.472441 TW 0.3149606 
  FRAMESECTION  "PL24X8-15X15"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 10.62992 B 5.905512 TF 0.5905512 TW 0.3149606 
  FRAMESECTION  "PL36X8-15X10"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 14.96063 B 5.905512 TF 0.3937008 TW 0.3149606 
  FRAMESECTION  "PL36X8-15X12"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 15.11811 B 5.905512 TF 0.472441 TW 0.3149606 
  FRAMESECTION  "PL36X8-15X15"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 15.35433 B 5.905512 TF 0.5905512 TW 0.3149606 
  FRAMESECTION  "PL36X8-20X12"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 15.11811 B 7.874016 TF 0.472441 TW 0.3149606 
  FRAMESECTION  "PL36X8-20X15"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 15.35433 B 7.874016 TF 0.5905512 TW 0.3149606 
  FRAMESECTION  "PL40X8-15X10"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 16.53543 B 5.905512 TF 0.3937008 TW 0.3149606 
  FRAMESECTION  "PL40X8-15X12"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 16.69291 B 5.905512 TF 0.472441 TW 0.3149606 
  FRAMESECTION  "PL40X8-15X15"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 16.92913 B 5.905512 TF 0.5905512 TW 0.3149606 
  FRAMESECTION  "PL40X8-20X12"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 16.69291 B 7.874016 TF 0.472441 TW 0.3149606 
  FRAMESECTION  "PL40X8-20X15"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 16.92913 B 7.874016 TF 0.5905512 TW 0.3149606 
  FRAMESECTION  "PL48X8-15X10"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 19.29134 B 5.905512 TF 0.3937008 TW 0.3149606 
  FRAMESECTION  "PL48X8-15X12"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 19.84252 B 5.905512 TF 0.472441 TW 0.3149606 
  FRAMESECTION  "PL48X8-15X15"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 20.07874 B 5.905512 TF 0.5905512 TW 0.3149606 
  FRAMESECTION  "PL48X8-20X12"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 19.84252 B 7.874016 TF 0.472441 TW 0.3149606 
  FRAMESECTION  "PL48X8-20X15"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 20.07874 B 7.874016 TF 0.5905512 TW 0.3149606 
  FRAMESECTION  "PL48X8-24X15"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 20.07874 B 9.448819 TF 0.5905512 TW 0.3149606 
  FRAMESECTION  "PL60X12-15X12"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 24.56693 B 5.905512 TF 0.472441 TW 0.472441 
  FRAMESECTION  "PL60X12-15X15"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 24.80315 B 5.905512 TF 0.5905512 TW 0.472441 
  FRAMESECTION  "PL60X12-20X12"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 24.56693 B 7.874016 TF 0.472441 TW 0.472441 
  FRAMESECTION  "PL60X12-20X15"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 24.80315 B 7.874016 TF 0.5905512 TW 0.472441 
  FRAMESECTION  "PL60X12-24X15"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 24.80315 B 9.448819 TF 0.5905512 TW 0.472441 
  FRAMESECTION  "PL30X8-24X15"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 12.99213 B 9.448819 TF 0.5905512 TW 0.3149606 
  FRAMESECTION  "PL30X8-24X20"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 13.38583 B 9.448819 TF 0.7874016 TW 0.3149606 
  FRAMESECTION  "PL30X10-24X20"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 13.38583 B 9.448819 TF 0.7874016 TW 0.3937008 
  FRAMESECTION  "PL30X10-24X25"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 13.77953 B 9.448819 TF 0.984252 TW 0.3937008 
  FRAMESECTION  "SteelCol"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 18 B 18 TF 1 TW 0.5 
  FRAMESECTION  "SteelBm"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 18 B 6 TF 0.5 TW 0.25 
  FRAMESECTION  "ConcCol"  MATERIAL "CONC"  SHAPE "Concrete Rectangular"  D 18 B 18 INCLUDEAUTORIGIDZONEAREA "No"  NOTIONALUSERVALUE 3.937008 
  FRAMESECTION  "ConcBm"  MATERIAL "CONC"  SHAPE "Concrete Rectangular"  D 24 B 18 INCLUDEAUTORIGIDZONEAREA "No"  NOTIONALUSERVALUE 3.937008 
  FRAMESECTION  "PL48X.8-30X1.5"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 20.07874 B 11.81102 TF 0.5905512 TW 0.3149606 
  FRAMESECTION  "2IPE180"  MATERIAL "STEEL"  SHAPE "SD Section"  
  FRAMESECTION  "F12010W2208"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 9.448819 B 4.72441 TF 0.3937008 TW 0.3149606 
  FRAMESECTION  "2UPN120/8/"  MATERIAL "STEEL"  SHAPE "2UPN120/8/"  
  FRAMESECTION  "2UPN140/8/"  MATERIAL "STEEL"  SHAPE "2UPN140/8/"  
  FRAMESECTION  "2IPE160"  MATERIAL "STEEL"  SHAPE "SD Section"  
  FRAMESECTION  "2IPE200"  MATERIAL "STEEL"  SHAPE "SD Section"  
  FRAMESECTION  "2IPE200+PL180*15"  MATERIAL "STEEL"  SHAPE "SD Section"  
  FRAMESECTION  "2UPN160/8/"  MATERIAL "STEEL"  SHAPE "2UPN160/8/"  
  FRAMESECTION  "2UPN180/8/"  MATERIAL "STEEL"  SHAPE "2UPN180/8/"  
  FRAMESECTION  "Box - 22X12"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 8.661417 B 8.661417 TF 0.472441 TW 0.472441 
  FRAMESECTION  "Box-18x10"  MATERIAL "STEEL"  SHAPE "Steel Tube"  D 7.086614 B 7.086614 TF 0.3937008 TW 0.3937008 
  FRAMESECTION  "F2008W10010"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 8.661417 B 3.937008 TF 0.3937008 TW 0.3149606 
  FRAMESECTION  "PL24X8-20X15"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 10.62992 B 7.874016 TF 0.5905512 TW 0.3149606 
  FRAMESECTION  "PL32X8-20X12"  MATERIAL "STEEL"  SHAPE "Steel I/Wide Flange"  D 13.38583 B 7.874016 TF 0.472441 TW 0.3149606 
  FRAMESECTION  "VB"  MMOD 0 WMOD 0 

$ CONCRETE SECTIONS
  CONCRETESECTION  "ConcCol"  LONGBARMATERIAL "A615Gr60"  CONFINEBARMATERIAL "A615Gr60"  TYPE "Column"  PATTERN "R-5-3"  TRANSREINF "TIES"  DESIGNCHECK "DESIGN"  COVER 1.5 LONGBARAREA 1 CONFINEBARAREA 0.2 CONFINEBARSPACING 6 NUMCONFINEBARS3 3 NUMCONFINEBARS2 3 
  CONCRETESECTION  "ConcBm"  LONGBARMATERIAL "A615Gr60"  CONFINEBARMATERIAL "A615Gr60"  TYPE "Beam"  COVERTOP 2.5 COVERBOTTOM 2.5 ATI 0 ABI 0 ATJ 0 ABJ 0 

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

$ SECTION DESIGNER SECTIONS
  SDSECTION "2IPE180"  TYPE "FRAME"  DESIGNTYPE "STEEL"  BASEMATERIAL "STEEL"  NUMSHAPES 2  ANGLE 90
  SDSECTION "2IPE180"  SHAPE 1  MATERIAL "STEEL"  SHAPETYPE "STEEL I/WIDE FLANGE"  D 7.086614  B 3.582677  TF 0.3149606  TW 0.2086614  FILLETRAD 0.3543307  XC 1.791339  YC 0
  SDSECTION "2IPE180"  SHAPE 2  MATERIAL "STEEL"  SHAPETYPE "STEEL I/WIDE FLANGE"  D 7.086614  B 3.582677  TF 0.3149606  TW 0.2086614  FILLETRAD 0.3543307  XC -1.791339  YC 0
  SDSECTION "2IPE160"  TYPE "FRAME"  DESIGNTYPE "STEEL"  BASEMATERIAL "STEEL"  NUMSHAPES 2  ANGLE 90
  SDSECTION "2IPE160"  SHAPE 1  MATERIAL "STEEL"  SHAPETYPE "STEEL I/WIDE FLANGE"  D 6.299212  B 3.228346  TF 0.2913386  TW 0.1968504  FILLETRAD 0.3543307  XC -1.614173  YC 0
  SDSECTION "2IPE160"  SHAPE 2  MATERIAL "STEEL"  SHAPETYPE "STEEL I/WIDE FLANGE"  D 6.299212  B 3.228346  TF 0.2913386  TW 0.1968504  FILLETRAD 0.3543307  XC 1.614173  YC 0
  SDSECTION "2IPE200"  TYPE "FRAME"  DESIGNTYPE "STEEL"  BASEMATERIAL "STEEL"  NUMSHAPES 2  ANGLE 90
  SDSECTION "2IPE200"  SHAPE 1  MATERIAL "STEEL"  SHAPETYPE "STEEL I/WIDE FLANGE"  D 7.874016  B 3.937008  TF 0.3346457  TW 0.2204724  FILLETRAD 0.472441  XC 1.968504  YC 0
  SDSECTION "2IPE200"  SHAPE 2  MATERIAL "STEEL"  SHAPETYPE "STEEL I/WIDE FLANGE"  D 7.874016  B 3.937008  TF 0.3346457  TW 0.2204724  FILLETRAD 0.472441  XC -1.968504  YC 0
  SDSECTION "2IPE200+PL180*15"  TYPE "FRAME"  DESIGNTYPE "STEEL"  BASEMATERIAL "STEEL"  NUMSHAPES 4  ANGLE 90
  SDSECTION "2IPE200+PL180*15"  SHAPE 1  MATERIAL "STEEL"  SHAPETYPE "STEEL I/WIDE FLANGE"  D 7.874016  B 3.937008  TF 0.3346457  TW 0.2204724  FILLETRAD 0.472441  XC 1.968504  YC 0
  SDSECTION "2IPE200+PL180*15"  SHAPE 2  MATERIAL "STEEL"  SHAPETYPE "STEEL I/WIDE FLANGE"  D 7.874016  B 3.937008  TF 0.3346457  TW 0.2204724  FILLETRAD 0.472441  XC -1.968504  YC 0
  SDSECTION "2IPE200+PL180*15"  SHAPE 3  MATERIAL "STEEL"  SHAPETYPE "PLATE"  B 7.086614  T 0.5905512  XC 0  YC 4.232284
  SDSECTION "2IPE200+PL180*15"  SHAPE 4  MATERIAL "STEEL"  SHAPETYPE "PLATE"  B 7.086614  T 0.5905512  XC 0  YC -4.232284

$ SLAB PROPERTIES
  SHELLPROP  "SLAB1"  PROPTYPE  "Slab"  MATERIAL "CONC"  MODELINGTYPE "ShellThin"  SLABTYPE "Slab"  SLABTHICKNESS 12 NOTIONALUSERVALUE 3.937008 
  SHELLPROP  "PLANK1"  PROPTYPE  "Slab"  MATERIAL "CONC"  MODELINGTYPE "Membrane"  ONEWAYLOADDIST "Yes"  SLABTYPE "Slab"  SLABTHICKNESS 12 NOTIONALUSERVALUE 3.937008 
  SHELLPROP  "PLANK1"  F11MOD 0.01 F22MOD 0.01 

$ DECK PROPERTIES
  SHELLPROP  "Metal Deck"  PROPTYPE  "Deck"  DECKTYPE "Filled"  CONCMATERIAL "CONC"  DECKMATERIAL "STEEL"  DECKSLABDEPTH 1.968504 DECKRIBDEPTH 2.952756 DECKRIBWIDTHTOP 6.889764 DECKRIBWIDTHBOTTOM 5 DECKRIBSPACING 12.00787 DECKSHEARTHICKNESS 0.03937008 DECKUNITWEIGHT 1.564568E-05 SHEARSTUDDIAM 0.7874016 SHEARSTUDHEIGHT 3.937008 SHEARSTUDFU 56.89337 

$ WALL PROPERTIES
  SHELLPROP  "WALL1"  PROPTYPE  "Wall"  MATERIAL "CONC"  MODELINGTYPE "ShellThin"  WALLTHICKNESS 12 NOTIONALUSERVALUE 3.937008 

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

$ 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"  0 131.8898 
  POINT "3"  0 265.3543 
  POINT "4"  0 411.0236 
  POINT "5"  250 0 
  POINT "6"  250 131.8898 
  POINT "7"  250 265.3543 
  POINT "8"  250 411.0236 
  POINT "9"  352.3622 0 
  POINT "10"  352.3622 131.8898 
  POINT "11"  352.3622 265.3543 
  POINT "12"  352.3622 411.0236 
  POINT "13"  0 477.9528 
  POINT "14"  307.0866 411.0236 
  POINT "15"  307.0866 477.9528 
  POINT "16"  62.5 265.3543 
  POINT "17"  62.5 411.0236 
  POINT "18"  125 265.3543 
  POINT "19"  125 411.0236 
  POINT "20"  187.5 265.3543 
  POINT "21"  187.5 411.0236 
  POINT "22"  62.5 131.8898 
  POINT "23"  125 131.8898 
  POINT "24"  187.5 131.8898 
  POINT "25"  62.5 0 
  POINT "26"  125 0 
  POINT "27"  187.5 0 
  POINT "32"  352.3622 176.378 
  POINT "33"  250 176.378 
  POINT "34"  352.3622 220.8661 
  POINT "35"  250 220.8661 
  POINT "36"  352.3622 43.96325 
  POINT "37"  250 43.96325 
  POINT "38"  352.3622 87.92651 
  POINT "39"  250 87.92651 
  POINT "42"  0 411.0236 31.49606
  POINT "28"  352.3622 313.9108 
  POINT "29"  250 313.9108 
  POINT "30"  352.3622 362.4672 
  POINT "31"  250 362.4672 
  POINT "40"  47.24409 0 
  POINT "41"  47.24409 -47.24409 
  POINT "43"  305.1181 0 
  POINT "44"  305.1181 -47.24409 
  POINT "49"  250 477.9528 
  POINT "50"  250 411.0236 31.49606

$ LINE CONNECTIVITIES
  LINE  "C1"  COLUMN  "1"  "1"  1
  LINE  "C2"  COLUMN  "2"  "2"  1
  LINE  "C3"  COLUMN  "3"  "3"  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  "C22"  COLUMN  "4"  "4"  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  "4"  "13"  0
  LINE  "B19"  BEAM  "14"  "15"  0
  LINE  "B22"  BEAM  "16"  "17"  0
  LINE  "B23"  BEAM  "18"  "19"  0
  LINE  "B24"  BEAM  "20"  "21"  0
  LINE  "B25"  BEAM  "22"  "16"  0
  LINE  "B26"  BEAM  "23"  "18"  0
  LINE  "B27"  BEAM  "24"  "20"  0
  LINE  "B28"  BEAM  "25"  "22"  0
  LINE  "B29"  BEAM  "26"  "23"  0
  LINE  "B30"  BEAM  "27"  "24"  0
  LINE  "B33"  BEAM  "33"  "32"  0
  LINE  "B34"  BEAM  "35"  "34"  0
  LINE  "B35"  BEAM  "37"  "36"  0
  LINE  "B36"  BEAM  "39"  "38"  0
  LINE  "B31"  BEAM  "29"  "28"  0
  LINE  "B32"  BEAM  "31"  "30"  0
  LINE  "B37"  BEAM  "41"  "40"  0
  LINE  "B38"  BEAM  "44"  "43"  0
  LINE  "B20"  BEAM  "8"  "49"  0
  LINE  "D1"  BRACE  "42"  "13"  0
  LINE  "D2"  BRACE  "50"  "49"  0

$ AREA CONNECTIVITIES
  AREA "F1"  FLOOR  4  "4"  "14"  "15"  "13"  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  "6"  "10"  "11"  "7"  0  0  0  0  
  AREA "F6"  FLOOR  4  "5"  "9"  "10"  "6"  0  0  0  0  
  AREA "F7"  FLOOR  4  "7"  "11"  "12"  "8"  0  0  0  0  
  AREA "F8"  FLOOR  4  "41"  "44"  "43"  "40"  0  0  0  0  
  AREA "A1"  AREA  4  "7"  "11"  "12"  "8"  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"  

$ LINE ASSIGNS
  LINEASSIGN  "C1"  "Story3"  SECTION "BOX-20X10"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C1"  "Story2"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C1"  "Story1"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "Story3"  SECTION "BOX-20X10"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "Story2"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C2"  "Story1"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C3"  "Story3"  SECTION "BOX-20X10"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C3"  "Story2"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C3"  "Story1"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C5"  "Story3"  SECTION "BOX-20X10"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C5"  "Story2"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C5"  "Story1"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C6"  "Story3"  SECTION "BOX-20X10"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C6"  "Story2"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C6"  "Story1"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C7"  "Story4"  SECTION "BOX-20X10"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C7"  "Story3"  SECTION "BOX-20X10"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C7"  "Story2"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C7"  "Story1"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C8"  "Story4"  SECTION "BOX-20X10"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C8"  "Story3"  SECTION "BOX-20X10"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C8"  "Story2"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C8"  "Story1"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C9"  "Story3"  SECTION "BOX-20X10"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C9"  "Story2"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C9"  "Story1"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C10"  "Story3"  SECTION "BOX-20X10"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C10"  "Story2"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C10"  "Story1"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C11"  "Story4"  SECTION "BOX-20X10"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C11"  "Story3"  SECTION "BOX-20X10"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C11"  "Story2"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C11"  "Story1"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C12"  "Story4"  SECTION "BOX-20X10"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C12"  "Story3"  SECTION "BOX-20X10"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C12"  "Story2"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C12"  "Story1"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "B1"  "Story3"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B1"  "Story2"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B1"  "Story1"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B2"  "Story3"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B2"  "Story2"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B2"  "Story1"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B3"  "Story3"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B3"  "Story2"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B3"  "Story1"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B4"  "Story3"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B4"  "Story2"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B4"  "Story1"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B5"  "Story3"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B5"  "Story2"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B5"  "Story1"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B6"  "Story4"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B6"  "Story3"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B6"  "Story2"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B6"  "Story1"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B7"  "Story3"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B7"  "Story2"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B7"  "Story1"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B8"  "Story3"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B8"  "Story2"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B8"  "Story1"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B9"  "Story4"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B9"  "Story3"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B9"  "Story2"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B9"  "Story1"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B10"  "Story3"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B10"  "Story2"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B10"  "Story1"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B11"  "Story3"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B11"  "Story2"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B11"  "Story1"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B12"  "Story3"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B12"  "Story2"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B12"  "Story1"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B13"  "Story3"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B13"  "Story2"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B13"  "Story1"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B14"  "Story3"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B14"  "Story2"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B14"  "Story1"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B15"  "Story4"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B15"  "Story3"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B15"  "Story2"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B15"  "Story1"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "Story3"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "Story2"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B16"  "Story1"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "Story4"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "Story3"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "Story2"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B17"  "Story1"  SECTION "PL32X8-20X12"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "Story3"  SECTION "F2008W10010"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "Story2"  SECTION "F2008W10010"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B18"  "Story1"  SECTION "F2008W10010"  DESIGN "STEEL"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B19"  "Story3"  SECTION "IPE200"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B19"  "Story2"  SECTION "IPE200"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B19"  "Story1"  SECTION "IPE200"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B22"  "Story3"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B22"  "Story2"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B22"  "Story1"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B23"  "Story3"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B23"  "Story2"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B23"  "Story1"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B24"  "Story3"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B24"  "Story2"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B24"  "Story1"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B25"  "Story3"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B25"  "Story2"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B25"  "Story1"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B26"  "Story3"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B26"  "Story2"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B26"  "Story1"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B27"  "Story3"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B27"  "Story2"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B27"  "Story1"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B28"  "Story3"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B28"  "Story2"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B28"  "Story1"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B29"  "Story3"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B29"  "Story2"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B29"  "Story1"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B30"  "Story3"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B30"  "Story2"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B30"  "Story1"  SECTION "IPE160"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B35"  "Story3"  SECTION "IPE140"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B35"  "Story2"  SECTION "IPE140"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B35"  "Story1"  SECTION "IPE140"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B36"  "Story3"  SECTION "IPE140"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B36"  "Story2"  SECTION "IPE140"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B36"  "Story1"  SECTION "IPE140"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B33"  "Story3"  SECTION "IPE140"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B33"  "Story2"  SECTION "IPE140"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B33"  "Story1"  SECTION "IPE140"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B34"  "Story3"  SECTION "IPE140"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B34"  "Story2"  SECTION "IPE140"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B34"  "Story1"  SECTION "IPE140"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "C22"  "Story3"  SECTION "BOX-20X10"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C22"  "Story2"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "C22"  "Story1"  SECTION "BOX-25X15"  RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D1"  "Story3"  SECTION "2UPN120/8/"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D1"  "Story2"  SECTION "IPE120"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D1"  "Story1"  SECTION "2UPN180/8/"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "B31"  "Story4"  SECTION "IPE140"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B32"  "Story4"  SECTION "IPE140"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B37"  "Story2"  SECTION "IPE200"  CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B37"  "Story3"  SECTION "IPE200"  CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B37"  "Story1"  SECTION "IPE200"  CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B38"  "Story2"  SECTION "IPE200"  CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B38"  "Story3"  SECTION "IPE200"  CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B38"  "Story1"  SECTION "IPE200"  CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B20"  "Story3"  SECTION "F2008W10010"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B20"  "Story2"  SECTION "F2008W10010"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "B20"  "Story1"  SECTION "F2008W10010"  DESIGN "COMPOSITE"  RIGIDZONE 0.5 CARDINALPT 8  MAXSTASPC 24 MESH "POINTSANDLINES"  
  LINEASSIGN  "D2"  "Story3"  SECTION "2UPN120/8/"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D2"  "Story2"  SECTION "IPE120"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  
  LINEASSIGN  "D2"  "Story1"  SECTION "2UPN180/8/"  RELEASE "TI M2I M2J M3I M3J"RIGIDZONE 0.5 MINNUMSTA 3 MESH "POINTSANDLINES"  

$ AREA ASSIGNS
  AREAASSIGN  "F1"  "Story3"  SECTION "Metal Deck"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F1"  "Story2"  SECTION "Metal Deck"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F1"  "Story1"  SECTION "Metal Deck"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F2"  "Story3"  SECTION "Metal Deck"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F2"  "Story2"  SECTION "Metal Deck"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F2"  "Story1"  SECTION "Metal Deck"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F3"  "Story3"  SECTION "Metal Deck"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F3"  "Story2"  SECTION "Metal Deck"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F3"  "Story1"  SECTION "Metal Deck"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F4"  "Story3"  SECTION "Metal Deck"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F4"  "Story2"  SECTION "Metal Deck"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F4"  "Story1"  SECTION "Metal Deck"  DIAPH  "D1"  OBJMESHTYPE "DEFAULT"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F5"  "Story3"  SECTION "Metal Deck"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F5"  "Story2"  SECTION "Metal Deck"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F5"  "Story1"  SECTION "Metal Deck"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F6"  "Story3"  SECTION "Metal Deck"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F6"  "Story2"  SECTION "Metal Deck"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F6"  "Story1"  SECTION "Metal Deck"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "A1"  "Story3"  OPENING "Yes"  
  AREAASSIGN  "A1"  "Story2"  OPENING "Yes"  
  AREAASSIGN  "A1"  "Story1"  OPENING "Yes"  
  AREAASSIGN  "F7"  "Story4"  SECTION "Metal Deck"  DIAPH  "D1"  ANG 90 OBJMESHTYPE "DEFAULT"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F8"  "Story2"  SECTION "SLAB1"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F8"  "Story3"  SECTION "SLAB1"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  
  AREAASSIGN  "F8"  "Story1"  SECTION "SLAB1"  CARDINALPOINT "MIDDLE"  TRANSFORMSTIFFNESSFOROFFSETS "No"  

$ LOAD PATTERNS
  LOADPATTERN "DEAD"  TYPE  "Dead"  SELFWEIGHT  1
  LOADPATTERN "Live"  TYPE  "Live"  SELFWEIGHT  0
  LOADPATTERN "Live Partition"  TYPE  "Live"  SELFWEIGHT  0
  LOADPATTERN "Live Roof"  TYPE  "Roof Live"  SELFWEIGHT  0
  LOADPATTERN "Snow"  TYPE  "Snow"  SELFWEIGHT  0
  LOADPATTERN "Wall"  TYPE  "Other"  SELFWEIGHT  0
  LOADPATTERN "NDX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "DEAD"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NDY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "DEAD"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  LOADPATTERN "NLX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Live"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NLY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Live"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  LOADPATTERN "NLPX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Live Partition"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NLPY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Live Partition"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  LOADPATTERN "NLRX"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Live Roof"  NOTIONALFACTOR 0.002  NOTIONALDIR "X"  
  LOADPATTERN "NLRY"  TYPE  "Notional"  SELFWEIGHT  0  NOTIONALLOAD "Live Roof"  NOTIONALFACTOR 0.002  NOTIONALDIR "Y"  
  LOADPATTERN "EX"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "EY"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "EYALL"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "EXALL"  TYPE  "Seismic"  SELFWEIGHT  0
  LOADPATTERN "EV"  TYPE  "Other"  SELFWEIGHT  0
  SEISMIC "EX"  "User Coefficient"    DIR "X"    TOPSTORY "Story3"    BOTTOMSTORY "Base"    SHEARCOEFF 0.79  HEIGHTEXPONENT 1
  SEISMIC "EY"  "User Coefficient"    DIR "Y"    TOPSTORY "Story3"    BOTTOMSTORY "Base"    SHEARCOEFF 0.82  HEIGHTEXPONENT 1
  SEISMIC "EYALL"  "User Coefficient"    DIR "Y Y+ECC Y-ECC"  ECC 0.05  TOPSTORY "Story3"    BOTTOMSTORY "Base"    SHEARCOEFF 0.82  HEIGHTEXPONENT 1
  SEISMIC "EXALL"  "User Coefficient"    DIR "X X+ECC X-ECC"  ECC 0.05  TOPSTORY "Story3"    BOTTOMSTORY "Base"    SHEARCOEFF 0.79  HEIGHTEXPONENT 1

$ POINT OBJECT LOADS

$ FRAME OBJECT LOADS
  LINELOAD  "B1"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.01455933
  LINELOAD  "B1"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 0.01881513
  LINELOAD  "B1"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B1"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B2"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.01455933
  LINELOAD  "B2"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 0.01881513
  LINELOAD  "B2"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B2"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B3"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.01455933
  LINELOAD  "B3"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 0.01881513
  LINELOAD  "B3"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B3"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B6"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B6"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B6"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B7"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.01455933
  LINELOAD  "B7"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 0.01881513
  LINELOAD  "B7"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B7"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B8"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.01455933
  LINELOAD  "B8"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 0.01881513
  LINELOAD  "B8"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B8"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B9"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.01455933
  LINELOAD  "B9"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 0.01881513
  LINELOAD  "B9"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B9"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B10"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.01455933
  LINELOAD  "B10"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 0.01881513
  LINELOAD  "B10"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B10"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B11"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.01455933
  LINELOAD  "B11"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 0.01881513
  LINELOAD  "B15"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.05179761
  LINELOAD  "B15"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 0.05179761
  LINELOAD  "B15"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B15"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.05179761
  LINELOAD  "B15"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 0.05179761
  LINELOAD  "B15"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B15"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.05179761
  LINELOAD  "B15"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 0.05179761
  LINELOAD  "B15"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B17"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.05179761
  LINELOAD  "B17"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 0.05179761
  LINELOAD  "B17"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B17"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.05179761
  LINELOAD  "B17"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 0.05179761
  LINELOAD  "B17"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B17"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.05179761
  LINELOAD  "B17"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "Live"  FVAL 0.05179761
  LINELOAD  "B17"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B18"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.01455933
  LINELOAD  "B18"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 0.01881513
  LINELOAD  "B18"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B18"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B19"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.01455933
  LINELOAD  "B19"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 0.01881513
  LINELOAD  "B19"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B19"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B20"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.01455933
  LINELOAD  "B20"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "Wall"  FVAL 0.01881513
  LINELOAD  "B20"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428
  LINELOAD  "B20"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0.03729428

$ SHELL UNIFORM LOAD SETS
  SHELLUNIFORMLOADSET "Roof Load"  LOADPAT "DEAD"  VALUE 0.0003356709
  SHELLUNIFORMLOADSET "Roof Load"  LOADPAT "Live Roof"  VALUE 0.0002133501
  SHELLUNIFORMLOADSET "Roof Load"  LOADPAT "Wall"  VALUE 7.111671E-05
  SHELLUNIFORMLOADSET "Floor Load"  LOADPAT "DEAD"  VALUE 0.0004864383
  SHELLUNIFORMLOADSET "Floor Load"  LOADPAT "Live"  VALUE 0.0002844668
  SHELLUNIFORMLOADSET "Floor Load"  LOADPAT "Live Partition"  VALUE 0.0001422334
  SHELLUNIFORMLOADSET "TRUSS"  LOADPAT "DEAD"  VALUE 0.0004864383
  SHELLUNIFORMLOADSET "TRUSS"  LOADPAT "Live"  VALUE 0.0007111671

$ SHELL OBJECT LOADS
  AREALOAD  "F1"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0
  AREALOAD  "F1"  "Story3"  TYPE "UNIFF"  DIR "GRAV"  LC "EV"  FVAL 0.0001493451
  AREALOAD  "F1"  "Story3"  TYPE "UNIFLOADSET"  "TRUSS"  
  AREALOAD  "F1"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0
  AREALOAD  "F1"  "Story2"  TYPE "UNIFF"  DIR "GRAV"  LC "EV"  FVAL 0.0001493451
  AREALOAD  "F1"  "Story2"  TYPE "UNIFLOADSET"  "TRUSS"  
  AREALOAD  "F1"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "DEAD"  FVAL 0
  AREALOAD  "F1"  "Story1"  TYPE "UNIFF"  DIR "GRAV"  LC "EV"  FVAL 0.0001493451
  AREALOAD  "F1"  "Story1"  TYPE "UNIFLOADSET"  "TRUSS"  
  AREALOAD  "F2"  "Story3"  TYPE "UNIFLOADSET"  "Roof Load"  
  AREALOAD  "F2"  "Story2"  TYPE "UNIFLOADSET"  "Floor Load"  
  AREALOAD  "F2"  "Story1"  TYPE "UNIFLOADSET"  "Floor Load"  
  AREALOAD  "F3"  "Story3"  TYPE "UNIFLOADSET"  "Roof Load"  
  AREALOAD  "F3"  "Story2"  TYPE "UNIFLOADSET"  "Floor Load"  
  AREALOAD  "F3"  "Story1"  TYPE "UNIFLOADSET"  "Floor Load"  
  AREALOAD  "F4"  "Story3"  TYPE "UNIFLOADSET"  "Roof Load"  
  AREALOAD  "F4"  "Story2"  TYPE "UNIFLOADSET"  "Floor Load"  
  AREALOAD  "F4"  "Story1"  TYPE "UNIFLOADSET"  "Floor Load"  
  AREALOAD  "F5"  "Story3"  TYPE "UNIFLOADSET"  "Roof Load"  
  AREALOAD  "F5"  "Story2"  TYPE "UNIFLOADSET"  "Floor Load"  
  AREALOAD  "F5"  "Story1"  TYPE "UNIFLOADSET"  "Floor Load"  
  AREALOAD  "F6"  "Story3"  TYPE "UNIFLOADSET"  "Roof Load"  
  AREALOAD  "F6"  "Story2"  TYPE "UNIFLOADSET"  "Floor Load"  
  AREALOAD  "F6"  "Story1"  TYPE "UNIFLOADSET"  "Floor Load"  
  AREALOAD  "F8"  "Story2"  TYPE "UNIFLOADSET"  "TRUSS"  
  AREALOAD  "F8"  "Story3"  TYPE "UNIFLOADSET"  "TRUSS"  
  AREALOAD  "F8"  "Story1"  TYPE "UNIFLOADSET"  "TRUSS"  

$ ANALYSIS OPTIONS
  ACTIVEDOF "UX UY UZ RX RY RZ"  
  MODELHINGESINLINKS "No"  
  PDELTA  METHOD "ITERATIVE"  TOL 0.0001
  PDELTA  LOAD "DEAD"  FACTOR 1.2
  PDELTA  LOAD "Live"  FACTOR 1
  PDELTA  LOAD "Live Partition"  FACTOR 1
  PDELTA  LOAD "Live Roof"  FACTOR 1
  PDELTA  LOAD "Snow"  FACTOR 0.2
  PDELTA  LOAD "Wall"  FACTOR 1.2
  AUTORECTMESH  LOCALIZEDFLOORMESHING  "Yes"  FLOORMESHMERGEJOINTS  "Yes"  FLOORMESHMAXSIZE  48 WALLMESHMAXSIZE  48 

$ MASS SOURCE
  MASSSOURCE  "MsSrc1"    INCLUDEELEMENTS "No"    INCLUDEADDEDMASS "No"    INCLUDELOADS "Yes"    INCLUDEMOVE "No"    INCLUDELATERALMASS "Yes"    INCLUDEVERTICALMASS "No"    LUMPATSTORIES "Yes"    ISDEFAULT "Yes"  
  MASSSOURCELOAD  "MsSrc1"  "DEAD"  1 
  MASSSOURCELOAD  "MsSrc1"  "Live"  0.2 
  MASSSOURCELOAD  "MsSrc1"  "Live Partition"  1 
  MASSSOURCELOAD  "MsSrc1"  "Live Roof"  0.2 
  MASSSOURCELOAD  "MsSrc1"  "Wall"  1 

$ GENERALIZED DISPLACEMENTS

$ LOAD CASES
  LOADCASE "Modal"  TYPE  "Modal - Eigen"  INITCOND  "PRESET"  
  LOADCASE "Modal"  MAXMODES  9 MINMODES  1 EIGENSHIFTFREQ  0 EIGENCUTOFF  0 EIGENTOL  1E-07 
  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 "Live Partition"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Live Partition"  LOADPAT  "Live Partition"  SF  1 
  LOADCASE "Live Roof"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Live Roof"  LOADPAT  "Live Roof"  SF  1 
  LOADCASE "Snow"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Snow"  LOADPAT  "Snow"  SF  1 
  LOADCASE "Wall"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "Wall"  LOADPAT  "Wall"  SF  1 
  LOADCASE "NDX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NDX"  LOADPAT  "NDX"  SF  1 
  LOADCASE "NDY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NDY"  LOADPAT  "NDY"  SF  1 
  LOADCASE "NLX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLX"  LOADPAT  "NLX"  SF  1 
  LOADCASE "NLY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLY"  LOADPAT  "NLY"  SF  1 
  LOADCASE "NLPX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLPX"  LOADPAT  "NLPX"  SF  1 
  LOADCASE "NLPY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLPY"  LOADPAT  "NLPY"  SF  1 
  LOADCASE "NLRX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLRX"  LOADPAT  "NLRX"  SF  1 
  LOADCASE "NLRY"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "NLRY"  LOADPAT  "NLRY"  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 "EYALL"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EYALL"  LOADPAT  "EYALL"  SF  1 
  LOADCASE "EXALL"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EXALL"  LOADPAT  "EXALL"  SF  1 
  LOADCASE "EYALL+0.3EX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EYALL+0.3EX"  LOADPAT  "EYALL"  SF  1 
  LOADCASE "EYALL+0.3EX"  LOADPAT  "EX"  SF  0.3 
  LOADCASE "EYALL-0.3EX"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EYALL-0.3EX"  LOADPAT  "EYALL"  SF  1 
  LOADCASE "EYALL-0.3EX"  LOADPAT  "EX"  SF  -0.3 
  LOADCASE "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 "EV"  TYPE  "Linear Static"  INITCOND  "PRESET"  
  LOADCASE "EV"  LOADPAT  "EV"  SF  1 

$ LOAD COMBINATIONS
  COMBO "UDStlS1"  TYPE "Linear Add"  NOTES "Dead  [Strength]"  
  COMBO "UDStlS1"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS1"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS1"  LOADCASE "DEAD"  SF 1.4 
  COMBO "UDStlS1"  LOADCASE "NDX"  SF 1.4 
  COMBO "UDStlS2"  TYPE "Linear Add"  NOTES "Dead  [Strength]"  
  COMBO "UDStlS2"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS2"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS2"  LOADCASE "DEAD"  SF 1.4 
  COMBO "UDStlS2"  LOADCASE "NDX"  SF -1.4 
  COMBO "UDStlS3"  TYPE "Linear Add"  NOTES "Dead  [Strength]"  
  COMBO "UDStlS3"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS3"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS3"  LOADCASE "DEAD"  SF 1.4 
  COMBO "UDStlS3"  LOADCASE "NDY"  SF 1.4 
  COMBO "UDStlS4"  TYPE "Linear Add"  NOTES "Dead  [Strength]"  
  COMBO "UDStlS4"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS4"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS4"  LOADCASE "DEAD"  SF 1.4 
  COMBO "UDStlS4"  LOADCASE "NDY"  SF -1.4 
  COMBO "UDStlS5"  TYPE "Linear Add"  NOTES "Dead + Live  [Strength]"  
  COMBO "UDStlS5"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS5"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS5"  LOADCASE "DEAD"  SF 1.2 
  COMBO "UDStlS5"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS5"  LOADCASE "Live Partition"  SF 1.6 
  COMBO "UDStlS5"  LOADCASE "Snow"  SF 0.5 
  COMBO "UDStlS5"  LOADCASE "NDX"  SF 1.2 
  COMBO "UDStlS5"  LOADCASE "NLX"  SF 1.6 
  COMBO "UDStlS5"  LOADCASE "NLPX"  SF 1.6 
  COMBO "UDStlS6"  TYPE "Linear Add"  NOTES "Dead + Live  [Strength]"  
  COMBO "UDStlS6"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS6"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS6"  LOADCASE "DEAD"  SF 1.2 
  COMBO "UDStlS6"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS6"  LOADCASE "Live Partition"  SF 1.6 
  COMBO "UDStlS6"  LOADCASE "Snow"  SF 0.5 
  COMBO "UDStlS6"  LOADCASE "NDX"  SF -1.2 
  COMBO "UDStlS6"  LOADCASE "NLX"  SF -1.6 
  COMBO "UDStlS6"  LOADCASE "NLPX"  SF -1.6 
  COMBO "UDStlS7"  TYPE "Linear Add"  NOTES "Dead + Live  [Strength]"  
  COMBO "UDStlS7"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS7"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS7"  LOADCASE "DEAD"  SF 1.2 
  COMBO "UDStlS7"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS7"  LOADCASE "Live Partition"  SF 1.6 
  COMBO "UDStlS7"  LOADCASE "Snow"  SF 0.5 
  COMBO "UDStlS7"  LOADCASE "NDY"  SF 1.2 
  COMBO "UDStlS7"  LOADCASE "NLY"  SF 1.6 
  COMBO "UDStlS7"  LOADCASE "NLPY"  SF 1.6 
  COMBO "UDStlS8"  TYPE "Linear Add"  NOTES "Dead + Live  [Strength]"  
  COMBO "UDStlS8"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS8"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS8"  LOADCASE "DEAD"  SF 1.2 
  COMBO "UDStlS8"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS8"  LOADCASE "Live Partition"  SF 1.6 
  COMBO "UDStlS8"  LOADCASE "Snow"  SF 0.5 
  COMBO "UDStlS8"  LOADCASE "NDY"  SF -1.2 
  COMBO "UDStlS8"  LOADCASE "NLY"  SF -1.6 
  COMBO "UDStlS8"  LOADCASE "NLPY"  SF -1.6 
  COMBO "UDStlS9"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS9"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS9"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS9"  LOADCASE "DEAD"  SF 1.2 
  COMBO "UDStlS9"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS9"  LOADCASE "Live Partition"  SF 1.6 
  COMBO "UDStlS9"  LOADCASE "Live Roof"  SF 0.5 
  COMBO "UDStlS9"  LOADCASE "NDX"  SF 1.2 
  COMBO "UDStlS9"  LOADCASE "NLX"  SF 1.6 
  COMBO "UDStlS9"  LOADCASE "NLPX"  SF 1.6 
  COMBO "UDStlS9"  LOADCASE "NLRX"  SF 0.5 
  COMBO "UDStlS10"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS10"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS10"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS10"  LOADCASE "DEAD"  SF 1.2 
  COMBO "UDStlS10"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS10"  LOADCASE "Live Partition"  SF 1.6 
  COMBO "UDStlS10"  LOADCASE "Live Roof"  SF 0.5 
  COMBO "UDStlS10"  LOADCASE "NDX"  SF -1.2 
  COMBO "UDStlS10"  LOADCASE "NLX"  SF -1.6 
  COMBO "UDStlS10"  LOADCASE "NLPX"  SF -1.6 
  COMBO "UDStlS10"  LOADCASE "NLRX"  SF -0.5 
  COMBO "UDStlS11"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS11"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS11"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS11"  LOADCASE "DEAD"  SF 1.2 
  COMBO "UDStlS11"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS11"  LOADCASE "Live Partition"  SF 1.6 
  COMBO "UDStlS11"  LOADCASE "Live Roof"  SF 0.5 
  COMBO "UDStlS11"  LOADCASE "NDY"  SF 1.2 
  COMBO "UDStlS11"  LOADCASE "NLY"  SF 1.6 
  COMBO "UDStlS11"  LOADCASE "NLPY"  SF 1.6 
  COMBO "UDStlS11"  LOADCASE "NLRY"  SF 0.5 
  COMBO "UDStlS12"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS12"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS12"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS12"  LOADCASE "DEAD"  SF 1.2 
  COMBO "UDStlS12"  LOADCASE "Live"  SF 1.6 
  COMBO "UDStlS12"  LOADCASE "Live Partition"  SF 1.6 
  COMBO "UDStlS12"  LOADCASE "Live Roof"  SF 0.5 
  COMBO "UDStlS12"  LOADCASE "NDY"  SF -1.2 
  COMBO "UDStlS12"  LOADCASE "NLY"  SF -1.6 
  COMBO "UDStlS12"  LOADCASE "NLPY"  SF -1.6 
  COMBO "UDStlS12"  LOADCASE "NLRY"  SF -0.5 
  COMBO "UDStlS13"  TYPE "Linear Add"  NOTES "Dead + Live + Snow  [Strength]"  
  COMBO "UDStlS13"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS13"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS13"  LOADCASE "DEAD"  SF 1.2 
  COMBO "UDStlS13"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS13"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS13"  LOADCASE "Snow"  SF 1.6 
  COMBO "UDStlS13"  LOADCASE "NDX"  SF 1.2 
  COMBO "UDStlS13"  LOADCASE "NLX"  SF 1 
  COMBO "UDStlS13"  LOADCASE "NLPX"  SF 1 
  COMBO "UDStlS14"  TYPE "Linear Add"  NOTES "Dead + Live + Snow  [Strength]"  
  COMBO "UDStlS14"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS14"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS14"  LOADCASE "DEAD"  SF 1.2 
  COMBO "UDStlS14"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS14"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS14"  LOADCASE "Snow"  SF 1.6 
  COMBO "UDStlS14"  LOADCASE "NDX"  SF -1.2 
  COMBO "UDStlS14"  LOADCASE "NLX"  SF -1 
  COMBO "UDStlS14"  LOADCASE "NLPX"  SF -1 
  COMBO "UDStlS15"  TYPE "Linear Add"  NOTES "Dead + Live + Snow  [Strength]"  
  COMBO "UDStlS15"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS15"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS15"  LOADCASE "DEAD"  SF 1.2 
  COMBO "UDStlS15"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS15"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS15"  LOADCASE "Snow"  SF 1.6 
  COMBO "UDStlS15"  LOADCASE "NDY"  SF 1.2 
  COMBO "UDStlS15"  LOADCASE "NLY"  SF 1 
  COMBO "UDStlS15"  LOADCASE "NLPY"  SF 1 
  COMBO "UDStlS16"  TYPE "Linear Add"  NOTES "Dead + Live + Snow  [Strength]"  
  COMBO "UDStlS16"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS16"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS16"  LOADCASE "DEAD"  SF 1.2 
  COMBO "UDStlS16"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS16"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS16"  LOADCASE "Snow"  SF 1.6 
  COMBO "UDStlS16"  LOADCASE "NDY"  SF -1.2 
  COMBO "UDStlS16"  LOADCASE "NLY"  SF -1 
  COMBO "UDStlS16"  LOADCASE "NLPY"  SF -1 
  COMBO "UDStlS17"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS17"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS17"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS17"  LOADCASE "DEAD"  SF 1.2 
  COMBO "UDStlS17"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS17"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS17"  LOADCASE "Live Roof"  SF 1.6 
  COMBO "UDStlS17"  LOADCASE "NDX"  SF 1.2 
  COMBO "UDStlS17"  LOADCASE "NLX"  SF 1 
  COMBO "UDStlS17"  LOADCASE "NLPX"  SF 1 
  COMBO "UDStlS17"  LOADCASE "NLRX"  SF 1.6 
  COMBO "UDStlS18"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS18"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS18"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS18"  LOADCASE "DEAD"  SF 1.2 
  COMBO "UDStlS18"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS18"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS18"  LOADCASE "Live Roof"  SF 1.6 
  COMBO "UDStlS18"  LOADCASE "NDX"  SF -1.2 
  COMBO "UDStlS18"  LOADCASE "NLX"  SF -1 
  COMBO "UDStlS18"  LOADCASE "NLPX"  SF -1 
  COMBO "UDStlS18"  LOADCASE "NLRX"  SF -1.6 
  COMBO "UDStlS19"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS19"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS19"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS19"  LOADCASE "DEAD"  SF 1.2 
  COMBO "UDStlS19"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS19"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS19"  LOADCASE "Live Roof"  SF 1.6 
  COMBO "UDStlS19"  LOADCASE "NDY"  SF 1.2 
  COMBO "UDStlS19"  LOADCASE "NLY"  SF 1 
  COMBO "UDStlS19"  LOADCASE "NLPY"  SF 1 
  COMBO "UDStlS19"  LOADCASE "NLRY"  SF 1.6 
  COMBO "UDStlS20"  TYPE "Linear Add"  NOTES "Dead + Live + Roof Live  [Strength]"  
  COMBO "UDStlS20"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS20"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS20"  LOADCASE "DEAD"  SF 1.2 
  COMBO "UDStlS20"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS20"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS20"  LOADCASE "Live Roof"  SF 1.6 
  COMBO "UDStlS20"  LOADCASE "NDY"  SF -1.2 
  COMBO "UDStlS20"  LOADCASE "NLY"  SF -1 
  COMBO "UDStlS20"  LOADCASE "NLPY"  SF -1 
  COMBO "UDStlS20"  LOADCASE "NLRY"  SF -1.6 
  COMBO "UDStlS21"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS21"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS21"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS21"  LOADCASE "DEAD"  SF 1.41 
  COMBO "UDStlS21"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS21"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS21"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS21"  LOADCASE "EX"  SF 1 
  COMBO "UDStlS22"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS22"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS22"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS22"  LOADCASE "DEAD"  SF 1.41 
  COMBO "UDStlS22"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS22"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS22"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS22"  LOADCASE "EX"  SF -1 
  COMBO "UDStlS23"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS23"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS23"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS23"  LOADCASE "DEAD"  SF 1.41 
  COMBO "UDStlS23"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS23"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS23"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS23"  LOADCASE "EY"  SF 1 
  COMBO "UDStlS24"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS24"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS24"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS24"  LOADCASE "DEAD"  SF 1.41 
  COMBO "UDStlS24"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS24"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS24"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS24"  LOADCASE "EY"  SF -1 
  COMBO "UDStlS25"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS25"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS25"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS25"  LOADCASE "DEAD"  SF 1.41 
  COMBO "UDStlS25"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS25"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS25"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS25"  LOADCASE "EYALL"  SF 1 
  COMBO "UDStlS26"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS26"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS26"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS26"  LOADCASE "DEAD"  SF 1.41 
  COMBO "UDStlS26"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS26"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS26"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS26"  LOADCASE "EYALL"  SF -1 
  COMBO "UDStlS27"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS27"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS27"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS27"  LOADCASE "DEAD"  SF 1.41 
  COMBO "UDStlS27"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS27"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS27"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS27"  LOADCASE "EXALL"  SF 1 
  COMBO "UDStlS28"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS28"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS28"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS28"  LOADCASE "DEAD"  SF 1.41 
  COMBO "UDStlS28"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS28"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS28"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS28"  LOADCASE "EXALL"  SF -1 
  COMBO "UDStlS29"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS29"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS29"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS29"  LOADCASE "DEAD"  SF 1.41 
  COMBO "UDStlS29"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS29"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS29"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS29"  LOADCASE "EYALL+0.3EX"  SF 1 
  COMBO "UDStlS30"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS30"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS30"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS30"  LOADCASE "DEAD"  SF 1.41 
  COMBO "UDStlS30"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS30"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS30"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS30"  LOADCASE "EYALL+0.3EX"  SF -1 
  COMBO "UDStlS31"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS31"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS31"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS31"  LOADCASE "DEAD"  SF 1.41 
  COMBO "UDStlS31"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS31"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS31"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS31"  LOADCASE "EYALL-0.3EX"  SF 1 
  COMBO "UDStlS32"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS32"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS32"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS32"  LOADCASE "DEAD"  SF 1.41 
  COMBO "UDStlS32"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS32"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS32"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS32"  LOADCASE "EYALL-0.3EX"  SF -1 
  COMBO "UDStlS33"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS33"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS33"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS33"  LOADCASE "DEAD"  SF 1.41 
  COMBO "UDStlS33"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS33"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS33"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS33"  LOADCASE "EXALL+0.3EY"  SF 1 
  COMBO "UDStlS34"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS34"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS34"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS34"  LOADCASE "DEAD"  SF 1.41 
  COMBO "UDStlS34"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS34"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS34"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS34"  LOADCASE "EXALL+0.3EY"  SF -1 
  COMBO "UDStlS35"  TYPE "Linear Add"  NOTES "Dead + Live + Static Earthquake  [Strength]"  
  COMBO "UDStlS35"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS35"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS35"  LOADCASE "DEAD"  SF 1.41 
  COMBO "UDStlS35"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS35"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS35"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS35"  LOADCASE "EXALL-0.3EY"  SF 1 
  COMBO "UDStlS36"  TYPE "Linear Add"  NOTES "Dead + Live - Static Earthquake  [Strength]"  
  COMBO "UDStlS36"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS36"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS36"  LOADCASE "DEAD"  SF 1.41 
  COMBO "UDStlS36"  LOADCASE "Live"  SF 1 
  COMBO "UDStlS36"  LOADCASE "Live Partition"  SF 1 
  COMBO "UDStlS36"  LOADCASE "Snow"  SF 0.2 
  COMBO "UDStlS36"  LOADCASE "EXALL-0.3EY"  SF -1 
  COMBO "UDStlS37"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS37"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS37"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS37"  LOADCASE "DEAD"  SF 0.69 
  COMBO "UDStlS37"  LOADCASE "EX"  SF 1 
  COMBO "UDStlS38"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS38"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS38"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS38"  LOADCASE "DEAD"  SF 0.69 
  COMBO "UDStlS38"  LOADCASE "EX"  SF -1 
  COMBO "UDStlS39"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS39"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS39"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS39"  LOADCASE "DEAD"  SF 0.69 
  COMBO "UDStlS39"  LOADCASE "EY"  SF 1 
  COMBO "UDStlS40"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS40"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS40"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS40"  LOADCASE "DEAD"  SF 0.69 
  COMBO "UDStlS40"  LOADCASE "EY"  SF -1 
  COMBO "UDStlS41"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS41"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS41"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS41"  LOADCASE "DEAD"  SF 0.69 
  COMBO "UDStlS41"  LOADCASE "EYALL"  SF 1 
  COMBO "UDStlS42"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS42"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS42"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS42"  LOADCASE "DEAD"  SF 0.69 
  COMBO "UDStlS42"  LOADCASE "EYALL"  SF -1 
  COMBO "UDStlS43"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS43"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS43"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS43"  LOADCASE "DEAD"  SF 0.69 
  COMBO "UDStlS43"  LOADCASE "EXALL"  SF 1 
  COMBO "UDStlS44"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS44"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS44"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS44"  LOADCASE "DEAD"  SF 0.69 
  COMBO "UDStlS44"  LOADCASE "EXALL"  SF -1 
  COMBO "UDStlS45"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS45"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS45"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS45"  LOADCASE "DEAD"  SF 0.69 
  COMBO "UDStlS45"  LOADCASE "EYALL+0.3EX"  SF 1 
  COMBO "UDStlS46"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS46"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS46"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS46"  LOADCASE "DEAD"  SF 0.69 
  COMBO "UDStlS46"  LOADCASE "EYALL+0.3EX"  SF -1 
  COMBO "UDStlS47"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS47"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS47"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS47"  LOADCASE "DEAD"  SF 0.69 
  COMBO "UDStlS47"  LOADCASE "EYALL-0.3EX"  SF 1 
  COMBO "UDStlS48"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS48"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS48"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS48"  LOADCASE "DEAD"  SF 0.69 
  COMBO "UDStlS48"  LOADCASE "EYALL-0.3EX"  SF -1 
  COMBO "UDStlS49"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS49"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS49"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS49"  LOADCASE "DEAD"  SF 0.69 
  COMBO "UDStlS49"  LOADCASE "EXALL+0.3EY"  SF 1 
  COMBO "UDStlS50"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS50"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS50"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS50"  LOADCASE "DEAD"  SF 0.69 
  COMBO "UDStlS50"  LOADCASE "EXALL+0.3EY"  SF -1 
  COMBO "UDStlS51"  TYPE "Linear Add"  NOTES "Dead (min) + Static Earthquake  [Strength]"  
  COMBO "UDStlS51"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS51"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS51"  LOADCASE "DEAD"  SF 0.69 
  COMBO "UDStlS51"  LOADCASE "EXALL-0.3EY"  SF 1 
  COMBO "UDStlS52"  TYPE "Linear Add"  NOTES "Dead (min) - Static Earthquake  [Strength]"  
  COMBO "UDStlS52"  DESIGN "Steel"  COMBOTYPE "Strength"  
  COMBO "UDStlS52"  DESIGN "Connection"  COMBOTYPE "Strength"  
  COMBO "UDStlS52"  LOADCASE "DEAD"  SF 0.69 
  COMBO "UDStlS52"  LOADCASE "EXALL-0.3EY"  SF -1 
  COMBO "UDStlD1"  TYPE "Linear Add"  NOTES "Dead  [Deflections]"  
  COMBO "UDStlD1"  DESIGN "Steel"  COMBOTYPE "Deflection"  
  COMBO "UDStlD1"  LOADCASE "DEAD"  SF 1 
  COMBO "UDStlD2"  TYPE "Linear Add"  NOTES "Dead + Live  [Deflections]"  
  COMBO "UDStlD2"  DESIGN "Steel"  COMBOTYPE "Deflection"  
  COMBO "UDStlD2"  LOADCASE "DEAD"  SF 1 
  COMBO "UDStlD2"  LOADCASE "Live"  SF 1 
  COMBO "UDStlD2"  LOADCASE "Live Partition"  SF 1 
  COMBO "ENVELOPE"  TYPE "Envelope"  
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS1"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS2"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS3"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS4"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS5"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS6"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS7"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS8"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS9"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS10"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS11"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS12"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS13"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS14"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS15"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS16"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS17"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS18"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS19"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS20"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS21"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS22"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS23"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS24"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS25"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS26"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS27"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS28"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS29"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS30"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS31"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS32"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS33"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS34"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS35"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS36"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS37"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS38"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS39"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS40"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS41"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS42"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS43"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS44"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS45"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS46"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS47"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS48"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS49"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS50"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS51"  SF 1 
  COMBO "ENVELOPE"  LOADCOMBO "UDStlS52"  SF 1 

$ STEEL DESIGN PREFERENCES
  STEELPREFERENCE  CODE "AISC 360-10"  THDESIGN "EVERYSTEP-ALL"  FRAMETYPE "IMF"  
  STEELPREFERENCE  SDC "D"  IMPORTANCEFACTOR 1 SYSTEMRHO 1 SYSTEMSDS 1.05 
  STEELPREFERENCE  SYSTEMR 5 OMEGA0 3 SYSTEMCD 4 
  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 "SAW"   REDUCEHSSTHICKNESS "NO"  
  STEELPREFERENCE  CONSIDERDEFLECTION "YES"  RELATIVEDEFLECTION "BOTH"  
  STEELPREFERENCE  DLDEFLECTIONLIMIT 120 SLDEFLECTIONLIMIT 120 LLDEFLECTIONLIMIT 360 TLDEFLECTIONLIMIT 240 TLMCDEFLECTIONLIMIT 240 
  STEELPREFERENCE  DLDEFLECTIONLIMITABS 1 SLDEFLECTIONLIMITABS 1 LLDEFLECTIONLIMITABS 1 TLDEFLECTIONLIMITABS 1 TLMCDEFLECTIONLIMITABS 1 
  STEELPREFERENCE  CALCULATECAMBER "NO"  PERCENTCAMBERWDL 1 CAMBERRELMAXLIMIT 180 CAMBERIGNORELIMIT 0.75 
  STEELPREFERENCE  CAMBERABSMAXLIMIT 4 CAMBERINTERVAL 0.25 CAMBERROUNDDOWN "YES"  
  STEELPREFERENCE  PATTERNLLF 0.75 MAXITERATION 1 SRLIMIT 1.01 

$ STEEL DESIGN OVERWRITES
  STEELDATA  "C1"  "Story3"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C1"  "Story3"  RY 1.2
  STEELDATA  "C1"  "Story2"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C1"  "Story2"  RY 1.2
  STEELDATA  "C1"  "Story1"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C1"  "Story1"  RY 1.2
  STEELDATA  "C2"  "Story3"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C2"  "Story3"  RY 1.2
  STEELDATA  "C2"  "Story2"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C2"  "Story2"  RY 1.2
  STEELDATA  "C2"  "Story1"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C2"  "Story1"  RY 1.2
  STEELDATA  "C3"  "Story3"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C3"  "Story3"  RY 1.2
  STEELDATA  "C3"  "Story2"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C3"  "Story2"  RY 1.2
  STEELDATA  "C3"  "Story1"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C3"  "Story1"  RY 1.2
  STEELDATA  "C5"  "Story3"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C5"  "Story3"  RY 1.2
  STEELDATA  "C5"  "Story2"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C5"  "Story2"  RY 1.2
  STEELDATA  "C5"  "Story1"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C5"  "Story1"  RY 1.2
  STEELDATA  "C6"  "Story3"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C6"  "Story3"  RY 1.2
  STEELDATA  "C6"  "Story2"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C6"  "Story2"  RY 1.2
  STEELDATA  "C6"  "Story1"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C6"  "Story1"  RY 1.2
  STEELDATA  "C7"  "Story4"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C7"  "Story4"  RY 1.2
  STEELDATA  "C7"  "Story3"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C7"  "Story3"  RY 1.2
  STEELDATA  "C7"  "Story2"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C7"  "Story2"  RY 1.2
  STEELDATA  "C7"  "Story1"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C7"  "Story1"  RY 1.2
  STEELDATA  "C8"  "Story4"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C8"  "Story4"  RY 1.2
  STEELDATA  "C8"  "Story3"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C8"  "Story3"  RY 1.2
  STEELDATA  "C8"  "Story2"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C8"  "Story2"  RY 1.2
  STEELDATA  "C8"  "Story1"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C8"  "Story1"  RY 1.2
  STEELDATA  "C9"  "Story3"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C9"  "Story3"  RY 1.2
  STEELDATA  "C9"  "Story2"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C9"  "Story2"  RY 1.2
  STEELDATA  "C9"  "Story1"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C9"  "Story1"  RY 1.2
  STEELDATA  "C10"  "Story3"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C10"  "Story3"  RY 1.2
  STEELDATA  "C10"  "Story2"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C10"  "Story2"  RY 1.2
  STEELDATA  "C10"  "Story1"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C10"  "Story1"  RY 1.2
  STEELDATA  "C11"  "Story4"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C11"  "Story4"  RY 1.2
  STEELDATA  "C11"  "Story3"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C11"  "Story3"  RY 1.2
  STEELDATA  "C11"  "Story2"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C11"  "Story2"  RY 1.2
  STEELDATA  "C11"  "Story1"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C11"  "Story1"  RY 1.2
  STEELDATA  "C12"  "Story4"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C12"  "Story4"  RY 1.2
  STEELDATA  "C12"  "Story3"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C12"  "Story3"  RY 1.2
  STEELDATA  "C12"  "Story2"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C12"  "Story2"  RY 1.2
  STEELDATA  "C12"  "Story1"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C12"  "Story1"  RY 1.2
  STEELDATA  "C22"  "Story3"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C22"  "Story3"  RY 1.2
  STEELDATA  "C22"  "Story2"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C22"  "Story2"  RY 1.2
  STEELDATA  "C22"  "Story1"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "C22"  "Story1"  RY 1.2
  STEELDATA  "D1"  "Story3"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "D1"  "Story2"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "D1"  "Story1"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "D2"  "Story3"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "D2"  "Story2"  KMAJORBRACED 0.5  KMINORBRACED 0.7
  STEELDATA  "D2"  "Story1"  KMAJORBRACED 0.5  KMINORBRACED 0.7

$ CONCRETE DESIGN PREFERENCES
  CONCRETEPREFERENCE  CODE "ACI 318-08"THDESIGN "EVERYSTEP"    CONSIDERMINECCENTRICITY "YES"  
  CONCRETEPREFERENCE  NUMINTERCURVES 24  NUMINTERPOINTS 11  PATTERNLLF 0.75  UFLIMIT 0.95
  CONCRETEPREFERENCE  SDC "D"    RHO 1  SDS 1  PHITENSIONCTRL 0.9  PHICOMPRESSIONCTRLTIED 0.65  PHICOMPRESSIONCTRLSPIRAL 0.75  PHISHEARTORSION 0.75  PHISHEARSEISMIC 0.6  PHISHEARJOINT 0.85

$ COMPOSITE DESIGN PREFERENCES
  COMPOSITEPREFERENCE  CODE "AISC 360-10"  
  COMPOSITEPREFERENCE  PHI-B 0.9  PHI-BCNE 0.9  PHI-BCNP 0.9  PHI-BCPE 0.9  PHI-BCPP 0.9  PHI-V 0.9
  COMPOSITEPREFERENCE  SHORED "NO"  %MIDDLERANGE 70  PATTERNLLF 0.75  SRLIMIT 1  SINGLESEGMENT "NO"    STUDINCREASEFACTOR 1  MINNUMEXTRASTUDS 0
  COMPOSITEPREFERENCE  DLLIMIT 120  SLLIMIT 240  LLLIMIT 360  TLLIMIT 240  CREEPFACTOR 1
  COMPOSITEPREFERENCE  %DLCAMBER 80  CAMBERIGNORE 0.75  CAMBERABSMAX 6  CAMBERRELMAX 180  CAMBERINTERVAL 0.25  CAMBERROUNDDOWN "YES"  
  COMPOSITEPREFERENCE  %VIBLL 25  CONSIDERFREQ "NO"  MINFREQ 8  CONSIDERDAMP "NO"  %INHERENTDAMP 4
  COMPOSITEPREFERENCE  VIBRATIONCRITERION "WALKING"  OCCUPANCYCATEGORY "PAPEROFFICE"  DAMPINGRATIO 0.025  WALKINGACCELERATIONLIMIT 0.005
  COMPOSITEPREFERENCE  RHYTHMICACTIVITY "AEROBICS"  AFFECTEDOCCUPANCYCATEGORY "PAPEROFFICE"
  COMPOSITEPREFERENCE  RHYTHMICACCELERATIONLIMIT 0.005  UPPERSTEPFREQUENCY 2.75  LOWERSTEPFREQUENCY 2
  COMPOSITEPREFERENCE  EQUIPMENTORUSECATEGORY "COMPUTERSYSTEM"  VIBVELOCITYLIMIT 0.008
  COMPOSITEPREFERENCE  FOOTFALLIMPULSEFOFAST 5  FOOTFALLIMPULSEFOMODERATE 2.5  FOOTFALLIMPULSEFOSLOW 1.2
  COMPOSITEPREFERENCE  FOOTFALLIMPULSEFMFAST 0.315  FOOTFALLIMPULSEFMMODERATE 0.28  FOOTFALLIMPULSEFMSLOW 0.24
  COMPOSITEPREFERENCE  OPTIMIZEPRICE "YES"  CONNECTORPRICE 2  CAMBERPRICE 0

$ COMPOSITE DESIGN OVERWRITES
  COMPOSITEDATA  "B19"  "Story3"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B19"  "Story3"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B19"  "Story3"  CAMBER 0
  COMPOSITEDATA  "B19"  "Story2"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B19"  "Story2"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B19"  "Story2"  CAMBER 0
  COMPOSITEDATA  "B19"  "Story1"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B19"  "Story1"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B19"  "Story1"  CAMBER 0
  COMPOSITEDATA  "B22"  "Story3"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B22"  "Story3"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B22"  "Story3"  CAMBER 0
  COMPOSITEDATA  "B22"  "Story2"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B22"  "Story2"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B22"  "Story2"  CAMBER 0
  COMPOSITEDATA  "B22"  "Story1"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B22"  "Story1"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B22"  "Story1"  CAMBER 0
  COMPOSITEDATA  "B23"  "Story3"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B23"  "Story3"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B23"  "Story3"  CAMBER 0
  COMPOSITEDATA  "B23"  "Story2"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B23"  "Story2"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B23"  "Story2"  CAMBER 0
  COMPOSITEDATA  "B23"  "Story1"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B23"  "Story1"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B23"  "Story1"  CAMBER 0
  COMPOSITEDATA  "B24"  "Story3"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B24"  "Story3"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B24"  "Story3"  CAMBER 0
  COMPOSITEDATA  "B24"  "Story2"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B24"  "Story2"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B24"  "Story2"  CAMBER 0
  COMPOSITEDATA  "B24"  "Story1"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B24"  "Story1"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B24"  "Story1"  CAMBER 0
  COMPOSITEDATA  "B25"  "Story3"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B25"  "Story3"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B25"  "Story3"  CAMBER 0
  COMPOSITEDATA  "B25"  "Story2"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B25"  "Story2"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B25"  "Story2"  CAMBER 0
  COMPOSITEDATA  "B25"  "Story1"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B25"  "Story1"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B25"  "Story1"  CAMBER 0
  COMPOSITEDATA  "B26"  "Story3"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B26"  "Story3"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B26"  "Story3"  CAMBER 0
  COMPOSITEDATA  "B26"  "Story2"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B26"  "Story2"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B26"  "Story2"  CAMBER 0
  COMPOSITEDATA  "B26"  "Story1"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B26"  "Story1"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B26"  "Story1"  CAMBER 0
  COMPOSITEDATA  "B27"  "Story3"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B27"  "Story3"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B27"  "Story3"  CAMBER 0
  COMPOSITEDATA  "B27"  "Story2"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B27"  "Story2"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B27"  "Story2"  CAMBER 0
  COMPOSITEDATA  "B27"  "Story1"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B27"  "Story1"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B27"  "Story1"  CAMBER 0
  COMPOSITEDATA  "B28"  "Story3"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B28"  "Story3"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B28"  "Story3"  CAMBER 0
  COMPOSITEDATA  "B28"  "Story2"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B28"  "Story2"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B28"  "Story2"  CAMBER 0
  COMPOSITEDATA  "B28"  "Story1"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B28"  "Story1"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B28"  "Story1"  CAMBER 0
  COMPOSITEDATA  "B29"  "Story3"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B29"  "Story3"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B29"  "Story3"  CAMBER 0
  COMPOSITEDATA  "B29"  "Story2"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B29"  "Story2"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B29"  "Story2"  CAMBER 0
  COMPOSITEDATA  "B29"  "Story1"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B29"  "Story1"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B29"  "Story1"  CAMBER 0
  COMPOSITEDATA  "B30"  "Story3"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B30"  "Story3"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B30"  "Story3"  CAMBER 0
  COMPOSITEDATA  "B30"  "Story2"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B30"  "Story2"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B30"  "Story2"  CAMBER 0
  COMPOSITEDATA  "B30"  "Story1"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B30"  "Story1"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B30"  "Story1"  CAMBER 0
  COMPOSITEDATA  "B35"  "Story3"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B35"  "Story3"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B35"  "Story3"  CAMBER 0
  COMPOSITEDATA  "B35"  "Story2"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B35"  "Story2"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B35"  "Story2"  CAMBER 0
  COMPOSITEDATA  "B35"  "Story1"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B35"  "Story1"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B35"  "Story1"  CAMBER 0
  COMPOSITEDATA  "B36"  "Story3"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B36"  "Story3"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B36"  "Story3"  CAMBER 0
  COMPOSITEDATA  "B36"  "Story2"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B36"  "Story2"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B36"  "Story2"  CAMBER 0
  COMPOSITEDATA  "B36"  "Story1"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B36"  "Story1"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B36"  "Story1"  CAMBER 0
  COMPOSITEDATA  "B33"  "Story3"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B33"  "Story3"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B33"  "Story3"  CAMBER 0
  COMPOSITEDATA  "B33"  "Story2"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B33"  "Story2"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B33"  "Story2"  CAMBER 0
  COMPOSITEDATA  "B33"  "Story1"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B33"  "Story1"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B33"  "Story1"  CAMBER 0
  COMPOSITEDATA  "B34"  "Story3"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B34"  "Story3"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B34"  "Story3"  CAMBER 0
  COMPOSITEDATA  "B34"  "Story2"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B34"  "Story2"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B34"  "Story2"  CAMBER 0
  COMPOSITEDATA  "B34"  "Story1"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B34"  "Story1"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B34"  "Story1"  CAMBER 0
  COMPOSITEDATA  "B31"  "Story4"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B31"  "Story4"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B31"  "Story4"  CAMBER 0
  COMPOSITEDATA  "B32"  "Story4"  USERUNIFSTUDSPCG 9.84252
  COMPOSITEDATA  "B32"  "Story4"  STUDSTRENGTH 11.02311
  COMPOSITEDATA  "B32"  "Story4"  CAMBER 0

$ WALL DESIGN PREFERENCES
  WALLPREFERENCE  CODE "ACI 318-08"  THDESIGN "EVERYSTEP"  
  WALLPREFERENCE  REBARMATERIAL "A615Gr60"  REBARSHEARMATERIAL "A615Gr60"
  WALLPREFERENCE  RHO 1  SDS 1  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 0.02  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 0.75  COVERBOT 0.75  BARSIZE "#6"  INNERLAYER "B"    PTCGSTOP 1  PTCGSBOTEXT 1.75  PTCGSBOTINT 1  SLABTYPE "Two Way"  
  CONCRETESLABPREFERENCE  USERSTRESS "No"  INITCONCRAT 0.8  LLFRACTION 0.5

$ DIMENSION LINES
  DIMLINE DEFAULTSYSTEM G1

$ TABLE SETS

$ LOG
  STARTCOMMENTS  

ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\khazan\saze\Structure\Tabriz Building_V13.EDB at 1/23/2016 4:09:07 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 1/23/2016 4:12:39 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 1/23/2016 4:15:16 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 1/23/2016 4:20:58 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 1/23/2016 4:24:06 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 1/23/2016 4:27:33 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 1/23/2016 4:29:38 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 1/23/2016 4:32:51 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 1/23/2016 4:40:52 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 1/23/2016 4:41:47 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 1/23/2016 4:43:18 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 1/23/2016 4:45:34 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 1/23/2016 4:46:08 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 1/23/2016 7:40:19 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 1/23/2016 7:40:58 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 1/23/2016 7:49:41 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 1/23/2016 7:52:03 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 3/4/2015 9:59:14 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 3/4/2015 10:05:09 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 3/4/2015 10:11:12 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 3/4/2015 10:24:18 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 3/4/2015 10:27:13 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 3/4/2015 10:27:21 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 3/4/2015 10:36:24 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 3/4/2015 10:53:41 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 3/4/2015 10:53:49 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 3/4/2015 10:54:03 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-First.EDB at 3/4/2015 10:54:11 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 3/4/2015 10:58:24 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 3/4/2015 10:59:09 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 3/4/2015 10:59:11 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 3/4/2015 10:59:17 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 3/4/2015 11:02:35 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 3/4/2015 11:03:18 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 3/4/2015 11:03:21 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 3/4/2015 11:03:22 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 3/4/2015 11:03:28 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 3/4/2015 11:16:03 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 8:58:41 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 8:58:44 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 8:58:55 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 8:59:03 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:00:22 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:00:24 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:00:31 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:02:29 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:02:30 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:02:36 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:04:09 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:04:10 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:04:16 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:07:47 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:07:48 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:07:55 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:15:12 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:15:13 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:15:20 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:28:07 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:35:58 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:35:59 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:36:05 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:43:04 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:43:05 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:43:11 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:43:53 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:43:54 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:44:00 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:46:10 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:46:12 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:46:18 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:52:19 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\Peeri\Piri-Scaled.EDB at 1/24/2016 9:52:50 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:05:06 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:25:26 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:26:15 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:36:26 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:38:45 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:49:33 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:50:38 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:52:11 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:52:15 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:52:22 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:56:31 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:56:34 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:56:39 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:04:59 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:06:20 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:07:05 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:07:12 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:07:17 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:15:12 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:15:18 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:15:23 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:15:52 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:15:57 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:16:03 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:19:28 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:19:34 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:19:40 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:22:01 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:22:07 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:22:13 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:22:21 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:22:28 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:22:33 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 11:27:31 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:07:38 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:07:54 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:08:00 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:09:36 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:09:41 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:09:46 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:11:50 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:11:55 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:11:59 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:14:47 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:14:52 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:14:57 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:16:32 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:16:37 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:16:41 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:18:33 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:18:38 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:18:42 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:20:18 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:20:23 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:20:27 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:21:20 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:21:25 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:21:29 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:38:54 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:39:00 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:39:04 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:41:55 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 2/7/2016 12:46:49 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 2/7/2016 12:46:53 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 2/7/2016 12:47:09 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 2/7/2016 12:47:16 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 2/7/2016 12:49:17 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 2/7/2016 10:09:01 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 2/7/2016 10:09:20 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 2/7/2016 10:09:27 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 2/7/2016 10:13:35 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 2/7/2016 10:13:40 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 2/7/2016 10:13:45 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 2/7/2016 10:19:18 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:21:53 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:22:33 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:22:48 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:22:54 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:24:57 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:25:02 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:25:07 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:30:16 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:30:21 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:30:26 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:32:45 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:32:50 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:32:55 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:34:07 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:34:12 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:34:17 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:37:01 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:37:06 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:37:11 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:38:12 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:38:17 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:38:23 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:39:36 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:39:41 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:39:47 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:40:04 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 12:05:19 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 12:10:52 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 12:10:58 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 12:11:03 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 12:40:05 PM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 9:59:33 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 9:59:50 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 9:59:56 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:00:31 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:00:36 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:00:42 AM
ETABS 2015 Ultimate  15.0.0 File saved as H:\Company\baghban\baghban.EDB at 3/4/2015 10:01:30 AM
ETABS 2015 Ultimate  15.0.0 File saved as D:\sayman\baghban\baghban.EDB at 3/4/2015 9:23:02 AM
ETABS 2015 Ultimate  15.0.0 File saved as D:\sayman\baghban\baghban.EDB at 3/4/2015 9:23:25 AM
ETABS 2015 Ultimate  15.0.0 File saved as D:\sayman\baghban\baghban.EDB at 3/4/2015 9:23:31 AM
ETABS 2015 Ultimate  15.1.0 File saved as D:\???? ?????\???? ??? ???????? ???? ????? ??\baghban\baghban.EDB at 8/1/2015 12:01:58 PM
ETABS 2015 Ultimate  15.1.0 File saved as D:\???? ?????\???? ??? ???????? ???? ????? ??\baghban\baghban.EDB at 8/1/2015 12:02:10 PM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Habibi - Behsazi\baghban.EDB at 1/24/2019 3:37:06 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Habibi - Behsazi\ETABS File.EDB at 1/24/2019 12:02:58 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Habibi - Behsazi\ETABS File.EDB at 1/24/2019 12:03:09 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Habibi - Behsazi\ETABS File.EDB at 1/24/2019 12:03:13 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Habibi - Behsazi\ETABS File.EDB at 1/24/2019 1:59:06 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Habibi - Behsazi\ETABS File 2.EDB at 1/24/2019 1:59:15 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Habibi - Behsazi\ETABS File 2.EDB at 1/24/2019 1:59:41 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Habibi - Behsazi\ETABS File 2.EDB at 1/24/2019 2:00:41 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Habibi - Behsazi\ETABS File 2.EDB at 1/24/2019 2:00:44 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Habibi - Behsazi\ETABS File 2.EDB at 1/24/2019 2:00:48 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Habibi - Behsazi\ETABS File 2.EDB at 1/24/2019 2:00:51 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Habibi - Behsazi\ETABS File 2.EDB at 1/24/2019 2:10:01 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Habibi - Behsazi\ETABS File 2.EDB at 1/24/2019 2:10:05 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Habibi - Behsazi\ETABS File 2.EDB at 1/24/2019 2:10:09 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Habibi - Behsazi\ETABS File 2.EDB at 1/24/2019 2:10:12 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Habibi - Behsazi\ETABS File 2.EDB at 1/24/2019 2:12:33 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Habibi - Behsazi\ETABS File 2.EDB at 1/24/2019 2:12:37 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Habibi - Behsazi\ETABS File 2.EDB at 1/24/2019 2:12:40 AM
ETABS 2016 Ultimate  16.2.1 File saved as C:\Users\ASUS\Desktop\Habibi - Behsazi\ETABS File 2.EDB at 1/24/2019 3:58:23 AM
  ENDCOMMENTS  

  END
$ END OF MODEL FILE
