STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 03-May-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 5.23 0 0; 3 9.23 0 0; 4 14.46 0 0; 5 0 4 0; 6 5.23 4 0; 7 9.23 4 0;
8 14.46 4 0; 9 0 0 5.23; 10 5.23 0 5.23; 11 9.23 0 5.23; 12 14.46 0 5.23;
13 0 4 5.23; 14 5.23 4 5.23; 15 9.23 4 5.23; 16 14.46 4 5.23; 17 0 0 10.46;
18 5.23 0 10.46; 19 9.23 0 10.46; 20 14.46 0 10.46; 21 0 4 10.46;
22 5.23 4 10.46; 23 9.23 4 10.46; 24 14.46 4 10.46;
MEMBER INCIDENCES
1 1 5; 2 5 6; 3 6 2; 4 6 7; 5 7 3; 6 7 8; 7 8 4; 8 5 13; 9 6 14; 10 7 15;
11 8 16; 12 9 13; 13 13 14; 14 14 10; 15 14 15; 16 15 11; 17 15 16; 18 16 12;
19 13 21; 20 14 22; 21 15 23; 22 16 24; 23 17 21; 24 21 22; 25 22 18; 26 22 23;
27 23 19; 28 23 24; 29 24 20;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
2 4 6 8 TO 11 13 15 17 19 TO 22 24 26 28 PRIS YD 0.45 ZD 0.23
1 3 5 7 12 14 16 18 23 25 27 29 PRIS YD 0.23 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 4 9 TO 12 17 TO 20 FIXED
LOAD 1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1
FLOOR LOAD
YRANGE 3.5 4.5 FLOAD 5.75 GY
MEMBER LOAD
2 4 6 8 11 19 22 24 26 28 UNI GY 3.45
LOAD 2 LOADTYPE Live REDUCIBLE TITLE LL
FLOOR LOAD
YRANGE 3.5 4.5 FLOAD -1.5 GY
LOAD COMB 3 GENERATED INDIAN CODE GENRAL_STRUCTURES 1
1 1.5 2 1.5 
LOAD COMB 4 GENERATED INDIAN CODE GENRAL_STRUCTURES 2
1 1.2 2 1.2 
LOAD COMB 5 GENERATED INDIAN CODE GENRAL_STRUCTURES 3
1 1.5 
LOAD COMB 6 GENERATED INDIAN CODE GENRAL_STRUCTURES 4
1 0.9 
PERFORM ANALYSIS PRINT ALL
START CONCRETE DESIGN
CODE INDIAN
FC 25000 ALL
FYMAIN 500000 ALL
FYSEC 500000 ALL
DESIGN BEAM 2 4 6 8 TO 11 13 15 17 19 TO 22 24 26 28
DESIGN COLUMN 1 3 5 7 12 14 16 18 23 25 27 29
END CONCRETE DESIGN
FINISH