STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 10-Jan-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KN
JOINT COORDINATES
1 0 0 0; 2 12.5 0 0; 3 25 0 0; 4 35 0 0; 5 0 11 0; 6 12.5 11 0;
7 25 11 0; 8 35 11 0; 9 0 22 0; 10 12.5 22 0; 11 25 22 0; 12 35 22 0;
13 0 0 10.75; 14 12.5 0 10.75; 15 25 0 10.75; 16 35 0 10.75;
17 0 11 10.75; 18 12.5 11 10.75; 19 25 11 10.75; 20 35 11 10.75;
21 0 22 10.75; 22 12.5 22 10.75; 23 25 22 10.75; 24 35 22 10.75;
25 0 0 21.5; 26 12.5 0 21.5; 27 25 0 21.5; 28 35 0 21.5; 29 0 11 21.5;
30 12.5 11 21.5; 31 25 11 21.5; 32 35 11 21.5; 33 0 22 21.5;
34 12.5 22 21.5; 35 25 22 21.5; 36 35 22 21.5; 37 25 33 0; 38 35 33 0;
39 25 33 10.75; 40 35 33 10.75; 41 25 33 21.5; 42 35 33 21.5;
MEMBER INCIDENCES
1 5 6; 2 6 7; 3 7 8; 4 9 10; 5 10 11; 6 11 12; 7 1 5; 8 2 6; 9 3 7;
10 4 8; 11 5 9; 12 6 10; 13 7 11; 14 8 12; 15 17 18; 16 18 19; 17 19 20;
18 21 22; 19 22 23; 20 23 24; 21 13 17; 22 14 18; 23 15 19; 24 16 20;
25 17 21; 26 18 22; 27 19 23; 28 20 24; 29 29 30; 30 30 31; 31 31 32;
32 33 34; 33 34 35; 34 35 36; 35 25 29; 36 26 30; 37 27 31; 38 28 32;
39 29 33; 40 30 34; 41 31 35; 42 32 36; 43 5 17; 44 6 18; 45 7 19;
46 8 20; 47 9 21; 48 10 22; 49 11 23; 50 12 24; 51 17 29; 52 18 30;
53 19 31; 54 20 32; 55 21 33; 56 22 34; 57 23 35; 58 24 36; 59 37 38;
60 11 37; 61 12 38; 62 39 40; 63 23 39; 64 24 40; 65 41 42; 66 35 41;
67 36 42; 68 37 39; 69 38 40; 70 39 41; 71 40 42;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.01771e+006
POISSON 0.17
DENSITY 0.667191
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY
7 TO 14 21 TO 28 35 TO 42 60 61 63 64 66 67 PRIS YD 1 ZD 1.5
1 TO 6 15 TO 20 29 TO 34 43 TO 59 62 65 68 TO 71 PRIS YD 1.5 ZD 1
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 4 13 TO 16 25 TO 28 FIXED
FINISH
