STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 26-Jun-22
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 6.985 0 0; 3 0 1.219 0; 4 6.985 1.219 0; 5 0 3.962 0;
6 6.985 3.962 0;
MEMBER INCIDENCES
1 1 3; 2 2 4; 3 3 4; 4 3 5; 5 4 6; 6 5 6;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
G 9.28139e+06
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY
1 4 PRIS YD 0.381 ZD 0.23
2 5 PRIS YD 0.381 ZD 0.23
3 PRIS YD 0.457 ZD 0.23
6 PRIS YD 0.381 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 2 FIXED
MEMBER OFFSET
1 4 START 0.0755 0 0
1 4 END 0.0755 0 0
2 5 START -0.0755 0 0
2 5 END -0.0755 0 0
3 START 0 -0.1905 0
3 END 0 -0.1905 0
6 START 0 -0.1905 0
6 END 0 -0.1905 0
LOAD 1 LOADTYPE Dead  TITLE LOAD CASE 1 DL
SELFWEIGHT Y -1 
MEMBER LOAD
3 6 UNI GY -15
LOAD 2 LOADTYPE Live  TITLE LOAD CASE 2 LL
MEMBER LOAD
3 CON GY -9 0.5
3 CON GY -9 1.5
3 CON GY -9 2.5
3 CON GY -9 3.5
3 CON GY -9 4.5
3 CON GY -9 5.5
3 CON GY -9 6.5
6 CON GY -1.5 0.5
6 CON GY -1.5 1.5
6 CON GY -1.5 2.5
6 CON GY -1.5 3.5
6 CON GY -1.5 4.5
6 CON GY -1.5 5.5
6 CON GY -1.5 6.5
LOAD COMB 100 1.0*(DL+LL)
1 1.0 2 1.0 
LOAD COMB 101 1.5*(DL+LL)
1 1.5 2 1.5 
PERFORM ANALYSIS PRINT ALL
FINISH
