STAAD PLANE
START JOB INFORMATION
ENGINEER DATE 02-May-17
JOB NAME structuraldesign.node.no example 4
ENGINEER NAME AZ
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 5 0; 3 0 9 0; 4 0 12 0; 5 0.300000011921 5 0; 6 0.20000000298 9 0;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 2 5; 5 3 6;
DEFINE MATERIAL START
ISOTROPIC STEEL
*E 2.05e+008
E 2.1e+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
MEMBER PROPERTY GERMAN
1 TABLE ST HEB360
2 TABLE ST HEB220
3 TO 5 TABLE ST HEB160
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
1 FIXED
*2 TO 4 FIXED BUT FX FY MX MY MZ
*DEFINE IMPERFECTION
**DRIFT Y -150 MEMB 1 TO 3
*DRIFT Y -150 MEMB 3
LOAD 1 LOADTYPE None  TITLE LOAD CASE 1
JOINT LOAD
4 FX 10
2 FX 35
3 FY -250
2 FY -400
5 6 FY -100
MEMBER LOAD
2 CON GX 10 3
LOAD 10 LOADTYPE None  TITLE REPEAT LOAD
REPEAT LOAD
1 1.0 
NOTIONAL LOAD
1 X 0.0067 
PDELTA 10 ANALYSIS SMALLDELTA PRINT ALL
*PERFORM IMPERFECTION ANALYSIS PRINT ALL
FINISH
