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 8.5 0; 23 6 8.5 0; 27 30 8.5 0; 28 36 8.5 0; 29 0 0 6; 30 6 0 6;
31 12 0 6; 32 18 0 6; 33 24 0 6; 34 30 0 6; 35 36 0 6; 36 0 1.5 6; 37 6 1.5 6;
38 12 1.5 6; 39 18 1.5 6; 40 24 1.5 6; 41 30 1.5 6; 42 36 1.5 6; 43 0 5 6;
44 6 5 6; 45 12 5 6; 46 18 5 6; 47 24 5 6; 48 30 5 6; 49 36 5 6; 50 0 8.5 6;
51 6 8.5 6; 55 30 8.5 6; 56 36 8.5 6; 57 0 0 12; 58 6 0 12; 59 12 0 12;
60 18 0 12; 61 24 0 12; 62 30 0 12; 63 36 0 12; 64 0 1.5 12; 65 6 1.5 12;
66 12 1.5 12; 67 18 1.5 12; 68 24 1.5 12; 69 30 1.5 12; 70 36 1.5 12;
71 0 5 12; 72 6 5 12; 73 12 5 12; 74 18 5 12; 75 24 5 12; 76 30 5 12;
77 36 5 12; 78 0 8.5 12; 79 6 8.5 12; 83 30 8.5 12; 84 36 8.5 12;
85 0 8.5 12.15; 86 6 8.5 12.15; 87 30 8.5 12.15; 88 36 8.5 12.15;
89 30 8.5 -0.15; 90 36 8.5 -0.15;
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 22 23; 18 27 28; 19 1 8; 20 2 9; 21 3 10;
22 4 11; 23 5 12; 24 6 13; 25 7 14; 26 8 15; 27 9 16; 28 10 17; 29 11 18;
30 12 19; 31 13 20; 32 14 21; 33 15 22; 34 16 23; 38 20 27; 39 21 28; 40 36 37;
41 37 38; 42 38 39; 43 39 40; 44 40 41; 45 41 42; 46 43 44; 47 44 45; 48 45 46;
49 46 47; 50 47 48; 51 48 49; 52 50 51; 57 55 56; 58 29 36; 59 30 37; 60 31 38;
61 32 39; 62 33 40; 63 34 41; 64 35 42; 65 36 43; 66 37 44; 67 38 45; 68 39 46;
69 40 47; 70 41 48; 71 42 49; 72 43 50; 73 44 51; 77 48 55; 78 49 56; 79 64 65;
80 65 66; 81 66 67; 82 67 68; 83 68 69; 84 69 70; 85 71 72; 86 72 73; 87 73 74;
88 74 75; 89 75 76; 90 76 77; 91 78 79; 96 83 84; 97 57 64; 98 58 65; 99 59 66;
100 60 67; 101 61 68; 102 62 69; 103 63 70; 104 64 71; 105 65 72; 106 66 73;
107 67 74; 108 68 75; 109 69 76; 110 70 77; 111 71 78; 112 72 79; 116 76 83;
117 77 84; 118 8 36; 119 9 37; 120 10 38; 121 11 39; 122 12 40; 123 13 41;
124 14 42; 125 15 43; 126 16 44; 127 17 45; 128 18 46; 129 19 47; 130 20 48;
131 21 49; 132 22 50; 133 23 51; 137 27 55; 138 28 56; 139 36 64; 140 37 65;
141 38 66; 142 39 67; 143 40 68; 144 41 69; 145 42 70; 146 43 71; 147 44 72;
148 45 73; 149 46 74; 150 47 75; 151 48 76; 152 49 77; 153 50 78; 154 51 79;
158 55 83; 159 56 84; 160 78 85; 161 79 86; 162 83 87; 163 84 88; 164 27 89;
165 28 90;
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
19 TO 34 38 39 58 TO 73 77 78 97 TO 112 116 117 PRIS YD 0.3 ZD 0.45
7 TO 13 18 46 TO 52 57 85 TO 91 96 125 TO 133 137 138 146 TO 154 158 TO 164 -
165 PRIS YD 0.45 ZD 0.3
1 TO 6 40 TO 45 79 TO 84 118 TO 124 139 TO 145 PRIS YD 0.3 ZD 0.3
CONSTANTS
BETA 90 MEMB 58 TO 73 77 78
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 7 29 TO 35 57 TO 63 FIXED
MEMBER OFFSET
132 133 START 0 0 -0.15
153 154 START 0 0 0.15
LOAD 1 LOADTYPE None  TITLE SELF WEIGHT
LOAD 2 LOADTYPE Live  TITLE LL
FLOOR LOAD
YRANGE 0 9 FLOAD -3 XRANGE 0 37  ZRANGE 0 13  GY
LOAD 3 LOADTYPE None  TITLE DL
FLOOR LOAD
YRANGE 0 9 FLOAD -5.25 XRANGE 0 37  ZRANGE 0 13  GY
MEMBER LOAD
1 TO 7 12 79 TO 85 90 118 124 TO 126 130 131 139 145 TO 147 151 -
152 UNI GY -16.1
40 TO 46 51 119 TO 123 140 TO 144 UNI GY -8.05
8 TO 11 13 18 86 TO 89 91 96 132 133 137 138 153 154 158 159 UNI GY -2.3
PERFORM ANALYSIS
FINISH
