STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 15-Oct-10
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 8 0; 3 0 0 -6; 4 0 8 -6; 5 6 0 -6; 6 6 8 -6; 7 6 0 0; 8 6 8 0;
9 2 8 0; 10 2 8 -6; 11 4 8 0; 12 4 8 -6;
MEMBER INCIDENCES
1 1 2; 2 3 4; 3 5 6; 4 7 8; 5 2 9; 6 4 10; 7 2 4; 8 9 10; 9 9 11; 10 10 12;
11 11 12; 12 11 8; 13 12 6; 14 8 6;
MEMBER PROPERTY EUROPEAN
2 TABLE ST HE240A
1 TABLE ST HE240A
4 TABLE ST HE240A
3 TABLE ST HE240A
5 9 10 12 13 6 TABLE ST IPEA240
14 7 8 11 TABLE ST IPE300
DEFINE MATERIAL START
ISOTROPIC MATERIAL1
E 2.05e+008
POISSON 0.25
DENSITY 77
ALPHA 1.2e-005
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
CONSTANTS
MATERIAL MATERIAL1 MEMB 5 7 TO 13
MATERIAL STEEL MEMB 1 TO 4 6 14
MEMBER OFFSET
5 6 9 10 12 13 START 0 -0.135 -0
5 6 9 10 12 13 END 0 -0.135 -0
7 8 11 14 START -0 0.12 -0
7 8 11 14 END -0 0.12 0
PERFORM ANALYSIS
PARAMETER 1
CODE EC3
BEAM 1 ALL
CHECK CODE ALL
SELECT ALL
GROUP AX MEMB 5 9 12 
GROUP AX MEMB 6 10 13 
PERFORM ANALYSIS
CHECK CODE ALL
FINISH
