STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 10-Jan-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 2 0; 3 3 2 0; 4 3 0 0; 5 0 0 3; 6 3 0 3; 7 0 2 3; 8 3 2 3;
9 1 0 0; 10 1 0 1; 11 0 0 1; 12 2 0 0; 13 2 0 1; 14 3 0 1; 15 1 0 2; 16 0 0 2;
17 2 0 2; 18 3 0 2; 19 1 0 3; 20 2 0 3; 21 0 1 0; 22 1 1 0; 23 1 2 0; 24 2 1 0;
25 2 2 0; 26 3 1 0; 27 0 1 3; 28 1 1 3; 29 1 2 3; 30 2 1 3; 31 2 2 3; 32 3 1 3;
33 0 1 1; 34 0 2 1; 35 0 1 2; 36 0 2 2; 37 3 1 2; 38 3 2 2; 39 3 1 1; 40 3 2 1;
ELEMENT INCIDENCES SHELL
15 1 9 10 11; 17 9 12 13 10; 19 12 4 14 13; 21 11 10 15 16; 22 10 13 17 15;
24 13 14 18 17; 26 16 15 19 5; 28 15 17 20 19; 29 17 18 6 20; 31 1 21 22 9;
33 21 2 23 22; 34 9 22 24 12; 36 22 23 25 24; 38 12 24 26 4; 39 24 25 3 26;
41 5 27 28 19; 43 27 7 29 28; 44 19 28 30 20; 46 28 29 31 30; 48 20 30 32 6;
49 30 31 8 32; 52 1 21 33 11; 53 21 2 34 33; 54 11 33 35 16; 55 33 34 36 35;
56 16 35 27 5; 57 35 36 7 27; 60 6 32 37 18; 61 32 8 38 37; 62 18 37 39 14;
63 37 38 40 39; 64 14 39 26 4; 65 39 40 3 26;
ELEMENT PROPERTY
15 17 19 21 22 24 26 28 29 THICKNESS 0.4
31 33 34 36 38 39 41 43 44 46 48 49 52 TO 57 60 TO 65 THICKNESS 0.23
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 4 TO 6 9 TO 20 FIXED
LOAD 1 LOADTYPE Dead  TITLE DEAD
SELFWEIGHT Y -1 LIST 15 17 19 21 22 24 26 28 29 31 33 34 36 38 39 41 43 44 -
46 48 49 52 TO 57 60 TO 65
LOAD 2 LOADTYPE Live REDUCIBLE TITLE LIVE
ELEMENT LOAD
15 17 19 21 22 24 26 28 29 PR GY -200
52 TRAP GX JT -200 -100 -100 -200
53 TRAP GX JT -100 0 0 -100
54 TRAP GX JT -200 -100 -100 -200
55 TRAP GX JT -100 0 0 -100
56 TRAP GX JT -200 -100 -100 -200
57 TRAP GX JT -100 0 0 -100
60 TRAP GX JT 200 100 100 200
61 TRAP GX JT 100 0 0 100
62 TRAP GX JT 200 100 100 200
63 TRAP GX JT 100 0 0 100
64 TRAP GX JT 200 100 100 200
65 TRAP GX JT 100 0 0 100
31 TRAP GZ JT -200 -100 -100 -200
33 TRAP GZ JT -100 0 0 -100
34 TRAP GZ JT -200 -100 -100 -200
36 TRAP GZ JT -100 0 0 -100
38 TRAP GZ JT -200 -100 -100 -200
39 TRAP GZ JT -100 0 0 -100
41 TRAP GZ JT 200 100 100 200
43 TRAP GZ JT 100 0 0 100
44 TRAP GZ JT 200 100 100 200
46 TRAP GZ JT 100 0 0 100
48 TRAP GZ JT 200 100 100 200
49 TRAP GZ JT 100 0 0 100
LOAD COMB 3 COMBINATION LOAD CASE 3
1 1.0 2 1.0 
PERFORM ANALYSIS
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
CLEAR 0.025 ALL
FC 20000 ALL
FYMAIN 415000 ALL
DESIGN ELEMENT 15 17 19 21 22 24 26 28 29 31 33 34 36 38 39 41 43 44 46 48 -
49 52 TO 57 60 TO 65
CONCRETE TAKE
END CONCRETE DESIGN
PERFORM ANALYSIS
PERFORM ANALYSIS
PERFORM ANALYSIS
FINISH
