STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 30-Dec-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 0 6; 3 0 0 12; 4 0 1.5 0; 5 0 1.5 6; 6 0 1.5 12; 7 0 5 0; 8 0 5 6;
9 0 5 12; 10 0 8.5 0; 11 0 8.5 6; 12 0 8.5 12; 13 6 0 0; 14 6 0 6; 15 6 0 12;
16 6 1.5 0; 17 6 1.5 6; 18 6 1.5 12; 19 6 5 0; 20 6 5 6; 21 6 5 12; 22 6 8.5 0;
23 6 8.5 6; 24 6 8.5 12; 25 12 0 0; 26 12 0 6; 27 12 0 12; 28 12 1.5 0;
29 12 1.5 6; 30 12 1.5 12; 31 12 5 0; 32 12 5 6; 33 12 5 12; 34 18 0 0;
35 18 0 6; 36 18 0 12; 37 18 1.5 0; 38 18 1.5 6; 39 18 1.5 12; 40 18 5 0;
41 18 5 6; 42 18 5 12; 43 24 0 0; 44 24 0 6; 45 24 0 12; 46 24 1.5 0;
47 24 1.5 6; 48 24 1.5 12; 49 24 5 0; 50 24 5 6; 51 24 5 12; 52 30 0 0;
53 30 0 6; 54 30 0 12; 55 30 1.5 0; 56 30 1.5 6; 57 30 1.5 12; 58 30 5 0;
59 30 5 6; 60 30 5 12; 61 30 8.5 0; 62 30 8.5 6; 63 30 8.5 12; 64 36 0 0;
65 36 0 6; 66 36 0 12; 67 36 1.5 0; 68 36 1.5 6; 69 36 1.5 12; 70 36 5 0;
71 36 5 6; 72 36 5 12; 73 36 8.5 0; 74 36 8.5 6; 75 36 8.5 12;
MEMBER INCIDENCES
1 1 4; 2 2 5; 3 3 6; 4 4 5; 5 5 6; 6 4 7; 7 5 8; 8 6 9; 9 7 8; 10 8 9; 11 7 10;
12 8 11; 13 9 12; 14 10 11; 15 11 12; 16 4 16; 17 5 17; 18 6 18; 19 7 19;
20 8 20; 21 9 21; 22 10 22; 23 11 23; 24 12 24; 25 13 16; 26 14 17; 27 15 18;
28 16 17; 29 17 18; 30 16 19; 31 17 20; 32 18 21; 33 19 20; 34 20 21; 35 19 22;
36 20 23; 37 21 24; 38 22 23; 39 23 24; 40 16 28; 41 17 29; 42 18 30; 43 19 31;
44 20 32; 45 21 33; 46 25 28; 47 26 29; 48 27 30; 49 28 29; 50 29 30; 51 28 31;
52 29 32; 53 30 33; 54 31 32; 55 32 33; 56 28 37; 57 29 38; 58 30 39; 59 31 40;
60 32 41; 61 33 42; 62 34 37; 63 35 38; 64 36 39; 65 37 38; 66 38 39; 67 37 40;
68 38 41; 69 39 42; 70 40 41; 71 41 42; 72 37 46; 73 38 47; 74 39 48; 75 40 49;
76 41 50; 77 42 51; 78 43 46; 79 44 47; 80 45 48; 81 46 47; 82 47 48; 83 46 49;
84 47 50; 85 48 51; 86 49 50; 87 50 51; 88 46 55; 89 47 56; 90 48 57; 91 49 58;
92 50 59; 93 51 60; 94 52 55; 95 53 56; 96 54 57; 97 55 56; 98 56 57; 99 55 58;
100 56 59; 101 57 60; 102 58 59; 103 59 60; 104 58 61; 105 59 62; 106 60 63;
107 61 62; 108 62 63; 109 55 67; 110 56 68; 111 57 69; 112 58 70; 113 59 71;
114 60 72; 115 61 73; 116 62 74; 117 63 75; 118 64 67; 119 65 68; 120 66 69;
121 67 68; 122 68 69; 123 67 70; 124 68 71; 125 69 72; 126 70 71; 127 71 72;
128 70 73; 129 71 74; 130 72 75; 131 73 74; 132 74 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 AMERICAN
4 5 16 TO 18 28 29 40 TO 42 49 50 56 TO 58 65 66 72 TO 74 81 82 88 TO 90 97 -
98 109 TO 111 121 122 PRIS YD 0.3 ZD 0.3
9 10 14 15 19 TO 24 33 34 38 39 43 TO 45 54 55 59 TO 61 70 71 75 TO 77 86 -
87 91 TO 93 102 103 107 108 112 TO 117 126 127 131 132 PRIS YD 0.45 ZD 0.3
1 TO 3 6 TO 8 11 TO 13 25 TO 27 30 TO 32 35 TO 37 46 TO 48 51 TO 53 -
62 TO 64 67 TO 69 78 TO 80 83 TO 85 94 TO 96 99 TO 101 104 TO 106 -
118 TO 120 123 TO 125 128 TO 130 PRIS YD 0.3 ZD 0.45
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 3 13 TO 15 25 TO 27 34 TO 36 43 TO 45 52 TO 54 64 TO 66 FIXED
LOAD 1 LOADTYPE Dead  TITLE LOAD CASE 1
SELFWEIGHT Y -1 LIST 1 TO 132
FLOOR LOAD
YRANGE 2 9 FLOAD -5.25 XRANGE 0 36  ZRANGE 0 13  GY
MEMBER LOAD
16 17 20 23 28 29 40 41 44 49 50 54 TO 57 60 65 66 70 TO 73 76 81 82 -
86 TO 89 92 97 98 109 110 113 116 126 127 UNI GY -8.05
14 15 22 24 38 39 43 45 59 61 75 77 91 93 107 108 115 117 131 132 UNI GY -2.3
MEMBER LOAD
4 5 9 10 16 18 19 21 33 34 40 42 56 58 72 74 88 90 102 103 109 111 112 114 -
121 122 126 127 UNI GY -16.1
LOAD 2 LOADTYPE Live  TITLE LIVE
FLOOR LOAD
YRANGE 2 9 FLOAD -3 XRANGE 0 37  ZRANGE 0 13  GY
PERFORM ANALYSIS
FINISH
