STAAD SPACE
START JOB INFORMATION
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 2 0 8.00002; 2 2 0 5.00001; 3 5.00001 0 5.00001; 4 5.00001 0 8.00002;
5 2 -3.00001 8.00002; 6 2 -3.00001 5.00001; 7 5.00001 -3.00001 5.00001;
8 5.00001 -3.00001 8.00002; 9 3.50001 0 5.00001; 10 3.50001 0 8.00002;
MEMBER INCIDENCES
1 2 6; 2 1 5; 3 1 2; 4 2 9; 5 9 10; 6 4 1; 7 9 3; 8 3 7; 9 4 8; 10 3 4;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17184e+007
POISSON 0.17
DENSITY 23.5615
ALPHA 5.5e-006
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27578.9
END DEFINE MATERIAL
MEMBER PROPERTY
1 TO 10 PRIS YD 0.3 ZD 0.15
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
5 TO 8 FIXED
LOAD 1 LOADTYPE Dead TITLE dl
SELFWEIGHT Y -1 LIST ALL
MEMBER LOAD
3 TO 7 10 UNI GY -2
PERFORM ANALYSIS PRINT ALL
START CONCRETE DESIGN
CODE INDIAN
DESIGN BEAM 1 TO 10
CONCRETE TAKE
END CONCRETE DESIGN
FINISH
Dear sir,
for above model which type of Beam correct for designing.
beam 4 &7 OR Beam 6 for transferring load form Beam-5.
Regards
sandesh