; File E:\CHICONNOTHUI\SAP\Khung T-dam deo\Duc dot K2\dotk2.$2k saved 3/20/04 23:51:14 in KN-m SYSTEM DOF=UX,UZ,RY LENGTH=m FORCE=KN PAGE=SECTIONS JOINT 1 X=-30 Y=.5 Z=14.5 2 X=-28 Y=.5 Z=14.5 3 X=-24 Y=.5 Z=14.5 4 X=-20 Y=.5 Z=14.5 5 X=-17 Y=.5 Z=14.5 6 X=-14 Y=.5 Z=14.5 7 X=-11 Y=.5 Z=14.5 8 X=-8 Y=.5 Z=14.5 9 X=-5 Y=.5 Z=14.5 10 X=-2 Y=.5 Z=14.5 11 X=9.184548E-17 Y=.5 Z=0 12 X=9.184548E-17 Y=.5 Z=14.5 13 X=2 Y=.5 Z=14.5 14 X=5 Y=.5 Z=14.5 15 X=8 Y=.5 Z=14.5 16 X=11 Y=.5 Z=14.5 17 X=14 Y=.5 Z=14.5 18 X=17 Y=.5 Z=14.5 19 X=20 Y=.5 Z=14.5 20 X=24 Y=.5 Z=14.5 21 X=28 Y=.5 Z=14.5 22 X=30 Y=.5 Z=14.5 RESTRAINT ADD=11 DOF=U1,U2,U3,R1,R2,R3 PATTERN NAME=DEFAULT MATERIAL NAME=STEEL IDES=S M=7.8271 W=76.81955 T=0 E=1.99948E+08 U=.3 A=.0000117 FY=248211.3 NAME=CONC IDES=C M=2.40068 W=23.56161 T=0 E=2.482113E+07 U=.2 A=.0000099 NAME=OTHER IDES=N M=2.40068 W=23.56161 T=0 E=2.482113E+07 U=.2 A=.0000099 FRAME SECTION NAME=FSEC1 MAT=STEEL SH=R T=.5,.3 A=.15 J=2.817371E-03 I=.003125,.001125 AS=.125,.125 NAME=MCD MAT=CONC SH=B T=5,5,.6,.6 A=10.56 J=51.1104 I=34.7072,34.7072 AS=6,6 NAME=MCT MAT=CONC SH=R T=4,5 A=20 J=54.74168 I=26.66667,41.66667 AS=16.66667,16.66667 FRAME 1 J=1,2 SEC=MCD NSEG=4 ANG=0 2 J=2,3 SEC=MCD NSEG=4 ANG=0 3 J=3,4 SEC=MCD NSEG=4 ANG=0 4 J=4,5 SEC=MCD NSEG=4 ANG=0 5 J=5,6 SEC=MCD NSEG=4 ANG=0 6 J=6,7 SEC=MCD NSEG=4 ANG=0 7 J=7,8 SEC=MCD NSEG=4 ANG=0 8 J=8,9 SEC=MCD NSEG=4 ANG=0 9 J=9,10 SEC=MCD NSEG=4 ANG=0 10 J=10,12 SEC=MCD NSEG=4 ANG=0 11 J=12,11 SEC=MCT NSEG=2 ANG=0 12 J=12,13 SEC=MCD NSEG=4 ANG=0 13 J=13,14 SEC=MCD NSEG=4 ANG=0 14 J=14,15 SEC=MCD NSEG=4 ANG=0 15 J=15,16 SEC=MCD NSEG=4 ANG=0 16 J=16,17 SEC=MCD NSEG=4 ANG=0 17 J=17,18 SEC=MCD NSEG=4 ANG=0 18 J=18,19 SEC=MCD NSEG=4 ANG=0 19 J=19,20 SEC=MCD NSEG=4 ANG=0 20 J=20,21 SEC=MCD NSEG=4 ANG=0 21 J=21,22 SEC=MCD NSEG=4 ANG=0 LOAD NAME=CLL CSYS=0 TYPE=DISTRIBUTED SPAN ADD=8 RD=0,1 UZ=-11.52,-11.52 ADD=9 RD=0,1 UZ=-11.52,-11.52 ADD=10 RD=0,1 UZ=-11.52,-11.52 ADD=12 RD=0,1 UZ=-11.52,-11.52 ADD=13 RD=0,1 UZ=-11.52,-11.52 ADD=14 RD=0,1 UZ=-11.52,-11.52 NAME=DC CSYS=0 TYPE=DISTRIBUTED SPAN ADD=10 RD=0,1 UZ=-359.25,-359.25 ADD=12 RD=0,1 UZ=-359.25,-359.25 ADD=9 RD=0,1 UZ=-343.63,-343.63 ADD=13 RD=0,1 UZ=-343.63,-343.63 ADD=8 RD=0,1 UZ=-314.17,-314.17 ADD=14 RD=0,1 UZ=-314.17,-314.17 ADD=10 RD=0,1 UZ=-359.25,-359.25 ADD=12 RD=0,1 UZ=-359.25,-359.25 ADD=10 RD=0,1 UZ=359.25,359.25 ADD=12 RD=0,1 UZ=359.25,359.25 NAME=CE CSYS=0 TYPE=CONCENTRATED SPAN ADD=8 RD=.3333333 UZ=-800 ADD=14 RD=.6666667 UZ=-800 COMBO NAME=COMB1 LOAD=CLL SF=1 LOAD=DC SF=1 LOAD=CE SF=1 NAME=COMB2TT LOAD=CLL SF=1.3 LOAD=DC SF=1.25 LOAD=CE SF=1.3 OUTPUT ; No Output Requested END ; The following data is used for graphics, design and pushover analysis. ; If changes are made to the analysis data above, then the following data ; should be checked for consistency. SAP2000 V7.42 SUPPLEMENTAL DATA GRID GLOBAL X "1" -30 GRID GLOBAL X "2" -28 GRID GLOBAL X "3" -24 GRID GLOBAL X "4" -20 GRID GLOBAL X "5" -17 GRID GLOBAL X "6" -14 GRID GLOBAL X "7" -11 GRID GLOBAL X "8" -8 GRID GLOBAL X "9" -5 GRID GLOBAL X "10" -2 GRID GLOBAL X "11" 0 GRID GLOBAL X "12" 2 GRID GLOBAL X "13" 5 GRID GLOBAL X "14" 8 GRID GLOBAL X "15" 11 GRID GLOBAL X "16" 14 GRID GLOBAL X "17" 17 GRID GLOBAL X "18" 20 GRID GLOBAL X "19" 24 GRID GLOBAL X "20" 28 GRID GLOBAL X "21" 30 GRID GLOBAL Y "22" -.5 GRID GLOBAL Y "23" .5 GRID GLOBAL Z "24" 0 GRID GLOBAL Z "25" 14.5 GRID GLOBAL Z "26" 29 GRID GLOBAL Z "27" 43.5 MATERIAL STEEL FY 248211.3 MATERIAL CONC FYREBAR 413685.5 FYSHEAR 275790.3 FC 27579.03 FCSHEAR 27579.03 CONCRETESECTION MCT COLUMN COVER .04572 REBAR RR-3-3 STATICLOAD CLL TYPE DEAD STATICLOAD DC TYPE DEAD STATICLOAD CE TYPE DEAD COMBO COMB1 DESIGN CONCRETE COMBO COMB2TT DESIGN CONCRETE END SUPPLEMENTAL DATA