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 10 0 0; 3 20 0 0; 4 30 0 0; 5 0 0 10.75; 6 10 0 10.75; 7 20 0 10.75;
8 30 0 10.75; 9 0 0 21.5; 10 10 0 21.5; 11 20 0 21.5; 12 30 0 21.5; 13 0 11 0;
14 10 11 0; 15 20 11 0; 16 30 11 0; 17 0 11 10.75; 18 10 11 10.75;
19 20 11 10.75; 20 30 11 10.75; 21 0 11 21.5; 22 10 11 21.5; 23 20 11 21.5;
24 30 11 21.5; 25 0 -11 0; 26 10 -11 0; 27 20 -11 0; 28 30 -11 0;
29 0 -11 10.75; 30 10 -11 10.75; 31 20 -11 10.75; 32 30 -11 10.75;
33 0 -11 21.5; 34 10 -11 21.5; 35 20 -11 21.5; 36 30 -11 21.5; 37 20 22 0;
38 30 22 0; 39 20 22 10.75; 40 30 22 10.75; 41 20 22 21.5; 42 30 22 21.5;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 5 6; 5 6 7; 6 7 8; 7 9 10; 8 10 11; 9 11 12; 10 1 5;
11 2 6; 12 3 7; 13 4 8; 14 5 9; 15 6 10; 16 7 11; 17 8 12; 18 13 14; 19 14 15;
20 15 16; 21 17 18; 22 18 19; 23 19 20; 24 21 22; 25 22 23; 26 23 24; 27 13 17;
28 14 18; 29 15 19; 30 16 20; 31 17 21; 32 18 22; 33 19 23; 34 20 24; 35 1 13;
36 2 14; 37 3 15; 38 4 16; 39 5 17; 40 6 18; 41 7 19; 42 8 20; 43 9 21;
44 10 22; 45 11 23; 46 12 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 37 38;
60 39 40; 61 41 42; 62 37 39; 63 38 40; 64 39 41; 65 40 42; 66 15 37; 67 16 38;
68 19 39; 69 20 40; 70 23 41; 71 24 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
35 TO 58 66 TO 71 PRIS YD 1 ZD 1.5
1 TO 34 59 TO 65 PRIS YD 1.5 ZD 1
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
25 TO 36 FIXED
FINISH
