STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 10-Jan-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT INCHES KN
JOINT COORDINATES
1 0 0 0; 2 150 0 0; 3 300 0 0; 4 450 0 0; 5 0 0 129; 6 150 0 129;
7 300 0 129; 8 450 0 129; 9 0 0 258; 10 150 0 258; 11 300 0 258;
12 450 0 258; 13 0 132 0; 14 150 132 0; 15 300 132 0; 16 450 132 0;
17 0 132 129; 18 150 132 129; 19 300 132 129; 20 450 132 129;
21 0 132 258; 22 150 132 258; 23 300 132 258; 24 450 132 258;
25 0 -132 0; 26 150 -132 0; 27 300 -132 0; 28 450 -132 0; 29 0 -132 129;
30 150 -132 129; 31 300 -132 129; 32 450 -132 129; 33 0 -132 258;
34 150 -132 258; 35 300 -132 258; 36 450 -132 258; 37 300 264 0;
38 450 264 0; 39 300 264 129; 40 450 264 129; 41 300 264 258;
42 450 264 258;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 4 8; 5 7 8; 6 3 7; 7 6 7; 8 5 6; 9 2 6; 10 1 5;
11 5 9; 12 6 10; 13 7 11; 14 8 12; 15 9 10; 16 10 11; 17 11 12; 18 1 13;
19 2 14; 20 3 15; 21 4 16; 22 5 17; 23 6 18; 24 7 19; 25 8 20; 26 9 21;
27 10 22; 28 11 23; 29 12 24; 30 13 14; 31 14 15; 32 15 16; 33 16 20;
34 19 20; 35 15 19; 36 18 19; 37 17 18; 38 14 18; 39 13 17; 40 17 21;
41 18 22; 42 19 23; 43 20 24; 44 21 22; 45 22 23; 46 23 24; 47 1 25;
48 2 26; 49 3 27; 50 4 28; 51 5 29; 52 6 30; 53 7 31; 54 8 32; 55 9 33;
56 10 34; 57 11 35; 58 12 36; 59 15 37; 60 16 38; 61 19 39; 62 20 40;
63 23 41; 64 24 42; 65 37 39; 66 39 41; 67 41 42; 68 42 40; 69 40 38;
70 37 38; 71 39 40;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 14011.9
POISSON 0.17
DENSITY 0.000386106
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY
18 TO 29 47 TO 64 PRIS YD 12 ZD 18
1 TO 17 30 TO 46 65 TO 71 PRIS YD 18 ZD 12
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
25 TO 36 FIXED
FINISH
