STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 19-Jan-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT MMS KG
JOINT COORDINATES
1 0 0 0; 2 1000 0 0; 3 250 0 0; 4 500 0 0; 5 750 0 0; 6 125 0 0; 7 375 0 0;
8 625 0 0; 9 875 0 0;
MEMBER INCIDENCES
1 1 6; 2 3 7; 3 4 8; 4 5 9; 5 6 3; 6 7 4; 7 8 5; 8 9 2;
DEFINE MATERIAL START
ISOTROPIC EN
E 21406.7
POISSON 0.3
DENSITY 7.85e-006
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 23.955 FU 36.7 RY 1.5 RT 1.2
G 8256.88
END DEFINE MATERIAL
CONSTANTS
MATERIAL EN ALL
MEMBER PROPERTY INDIAN
1 TO 8 TABLE ST ISMB150
SUPPORTS
1 2 PINNED
LOAD 1 LOADTYPE None  TITLE FREQUENCY CALCULATION
SELFWEIGHT X 1 
SELFWEIGHT Y 1 
SELFWEIGHT Z 1 
JOINT LOAD
4 FX 2000 FY 2000 FZ 2000
*MEMBER LOAD
*2 CON GY 2000 250
*2 CON GX 2000 250
*2 CON GZ 2000 250
MODAL CALCULATION REQUESTED
PERFORM ANALYSIS
FINISH
