STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 29-Dec-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 6 0 0; 3 12 0 0; 4 18 0 0; 5 24 0 0; 6 30 0 0; 7 36 0 0;
8 0 1.5 0; 9 6 1.5 0; 10 12 1.5 0; 11 18 1.5 0; 12 24 1.5 0;
13 30 1.5 0; 14 36 1.5 0; 15 0 5 0; 16 6 5 0; 17 12 5 0; 18 18 5 0;
19 24 5 0; 20 30 5 0; 21 36 5 0; 22 0 0 6; 23 6 0 6; 24 12 0 6;
25 18 0 6; 26 24 0 6; 27 30 0 6; 28 36 0 6; 29 0 1.5 6; 30 6 1.5 6;
31 12 1.5 6; 32 18 1.5 6; 33 24 1.5 6; 34 30 1.5 6; 35 36 1.5 6;
36 0 5 6; 37 6 5 6; 38 12 5 6; 39 18 5 6; 40 24 5 6; 41 30 5 6;
42 36 5 6; 43 0 0 12; 44 6 0 12; 45 12 0 12; 46 18 0 12; 47 24 0 12;
48 30 0 12; 49 36 0 12; 50 0 1.5 12; 51 6 1.5 12; 52 12 1.5 12;
53 18 1.5 12; 54 24 1.5 12; 55 30 1.5 12; 56 36 1.5 12; 57 0 5 12;
58 6 5 12; 59 12 5 12; 60 18 5 12; 61 24 5 12; 62 30 5 12; 63 36 5 12;
64 0 8.5 0; 65 6 8.5 0; 66 0 8.5 6; 67 6 8.5 6; 68 0 8.5 12;
69 6 8.5 12; 70 30 8.5 0; 71 36 8.5 0; 72 30 8.5 6; 73 36 8.5 6;
74 30 8.5 12; 75 36 8.5 12;
MEMBER INCIDENCES
1 8 9; 2 9 10; 3 10 11; 4 11 12; 5 12 13; 6 13 14; 7 15 16; 8 16 17;
9 17 18; 10 18 19; 11 19 20; 12 20 21; 13 1 8; 14 2 9; 15 3 10; 16 4 11;
17 5 12; 18 6 13; 19 7 14; 20 8 15; 21 9 16; 22 10 17; 23 11 18;
24 12 19; 25 13 20; 26 14 21; 27 29 30; 28 30 31; 29 31 32; 30 32 33;
31 33 34; 32 34 35; 33 36 37; 34 37 38; 35 38 39; 36 39 40; 37 40 41;
38 41 42; 39 22 29; 40 23 30; 41 24 31; 42 25 32; 43 26 33; 44 27 34;
45 28 35; 46 29 36; 47 30 37; 48 31 38; 49 32 39; 50 33 40; 51 34 41;
52 35 42; 53 50 51; 54 51 52; 55 52 53; 56 53 54; 57 54 55; 58 55 56;
59 57 58; 60 58 59; 61 59 60; 62 60 61; 63 61 62; 64 62 63; 65 43 50;
66 44 51; 67 45 52; 68 46 53; 69 47 54; 70 48 55; 71 49 56; 72 50 57;
73 51 58; 74 52 59; 75 53 60; 76 54 61; 77 55 62; 78 56 63; 79 8 29;
80 9 30; 81 10 31; 82 11 32; 83 12 33; 84 13 34; 85 14 35; 86 15 36;
87 16 37; 88 17 38; 89 18 39; 90 19 40; 91 20 41; 92 21 42; 93 29 50;
94 30 51; 95 31 52; 96 32 53; 97 33 54; 98 34 55; 99 35 56; 100 36 57;
101 37 58; 102 38 59; 103 39 60; 104 40 61; 105 41 62; 106 42 63;
107 15 64; 108 16 65; 109 36 66; 110 37 67; 111 57 68; 112 58 69;
113 64 65; 114 66 67; 115 68 69; 116 64 66; 117 65 67; 118 66 68;
119 67 69; 120 20 70; 121 21 71; 122 41 72; 123 42 73; 124 62 74;
125 63 75; 126 70 71; 127 72 73; 128 74 75; 129 70 72; 130 71 73;
131 72 74; 132 73 75;
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
1 TO 6 27 TO 32 53 TO 58 79 TO 85 93 TO 99 PRIS YD 0.3 ZD 0.3
7 TO 12 33 TO 38 59 TO 64 86 TO 92 100 TO 106 113 TO 119 126 TO 131 -
132 PRIS YD 0.45 ZD 0.3
13 TO 26 39 TO 52 65 TO 78 107 TO 112 120 TO 125 PRIS YD 0.3 ZD 0.45
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 7 22 TO 28 43 TO 49 FIXED
LOAD 1 LOADTYPE None  TITLE LOAD CASE 1
LOAD 2 LOADTYPE Dead  TITLE DEAD LOAD 
MEMBER LOAD
1 TO 12 53 TO 64 79 85 86 92 93 99 100 106 UNI GY -16.1
27 TO 38 80 TO 84 87 TO 91 94 TO 98 101 TO 105 114 127 UNI GY -8.05
113 115 TO 119 126 128 TO 132 UNI GY -2.3
LOAD 3 LOADTYPE Live  TITLE LIVE LOAD
FLOOR LOAD
YRANGE 0 9 FLOAD -1.5 XRANGE 0 37  ZRANGE 0 13  GY
PERFORM ANALYSIS
FINISH
