STAAD SPACE
START JOB INFORMATION
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 1.8 0; 3 1.8 1.8 0; 4 1.8 0 0; 5 0 1.2 0; 6 1.8 1.2 0;
7 1.8 1.5 0; 10 1.8 0.600001 0; 11 0 0 5.00001; 12 0 1.8 5.00001;
13 1.8 1.8 5.00001; 14 1.8 0 5.00001; 15 0 1.2 5.00001;
16 1.8 1.2 5.00001; 17 1.8 1.5 5.00001; 20 1.8 0.600001 5.00001;
MEMBER INCIDENCES
1 1 5; 2 2 3; 3 3 7; 5 6 10; 6 5 6; 7 7 6; 8 5 2; 10 10 4; 11 11 15;
12 12 13; 13 13 17; 15 16 20; 16 15 16; 17 17 16; 18 15 12; 20 20 14;
21 7 17; 22 10 20;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 1.99947e+08
POISSON 0.3
DENSITY 76.8191
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH FY 248210 FU 399894 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY CANADIAN
2 6 12 16 TABLE ST W150x22
1 3 5 7 8 10 11 13 15 17 18 20 TABLE ST HSST127x127x6.4
21 22 TABLE ST C250x23
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
1 4 11 14 PINNED
LOAD 1 LOADTYPE Dead  TITLE DEAD
SELFWEIGHT Y -1.25 LIST ALL
LOAD 2 LOADTYPE Live  TITLE LIVE
MEMBER LOAD
2 6 12 16 UNI GY -6
21 22 CON GY -2
LOAD COMB 3 COMBINATION LOAD CASE 3
1 1.25 2 1.5 
PERFORM ANALYSIS
PARAMETER 1
CODE CANADIAN
CHECK CODE ALL
FINISH
