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 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 0 6; 9 6 0 6; 10 12 0 6; 11 18 0 6; 12 24 0 6; 13 30 0 6; 14 36 0 6;
15 0 0 12; 16 6 0 12; 17 12 0 12; 18 18 0 12; 19 24 0 12; 20 30 0 12;
21 36 0 12; 22 0 1.5 0; 23 6 1.5 0; 24 12 1.5 0; 25 18 1.5 0;
26 24 1.5 0; 27 30 1.5 0; 28 36 1.5 0; 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 1.5 12; 37 6 1.5 12; 38 12 1.5 12; 39 18 1.5 12; 40 24 1.5 12;
41 30 1.5 12; 42 36 1.5 12; 43 0 5 0; 44 6 5 0; 45 12 5 0; 46 18 5 0;
47 24 5 0; 48 30 5 0; 49 36 5 0; 50 0 5 6; 51 6 5 6; 52 12 5 6;
53 18 5 6; 54 24 5 6; 55 30 5 6; 56 36 5 6; 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; 69 30 8.5 0; 70 36 8.5 0; 71 0 8.5 6; 72 6 8.5 6;
76 30 8.5 6; 77 36 8.5 6; 78 0 8.5 12; 79 6 8.5 12; 83 30 8.5 12;
84 36 8.5 12;
MEMBER INCIDENCES
33 22 23; 34 23 24; 35 24 25; 36 25 26; 37 26 27; 38 27 28; 39 29 30;
40 30 31; 41 31 32; 42 32 33; 43 33 34; 44 34 35; 45 36 37; 46 37 38;
47 38 39; 48 39 40; 49 40 41; 50 41 42; 51 22 29; 52 23 30; 53 24 31;
54 25 32; 55 26 33; 56 27 34; 57 28 35; 58 29 36; 59 30 37; 60 31 38;
61 32 39; 62 33 40; 63 34 41; 64 35 42; 65 43 44; 66 44 45; 67 45 46;
68 46 47; 69 47 48; 70 48 49; 71 50 51; 72 51 52; 73 52 53; 74 53 54;
75 54 55; 76 55 56; 77 57 58; 78 58 59; 79 59 60; 80 60 61; 81 61 62;
82 62 63; 83 43 50; 84 44 51; 85 45 52; 86 46 53; 87 47 54; 88 48 55;
89 49 56; 90 50 57; 91 51 58; 92 52 59; 93 53 60; 94 54 61; 95 55 62;
96 56 63; 97 64 65; 102 69 70; 103 71 72; 108 76 77; 109 78 79;
114 83 84; 115 64 71; 116 65 72; 120 69 76; 121 70 77; 122 71 78;
123 72 79; 127 76 83; 128 77 84; 129 1 22; 130 2 23; 131 3 24; 132 4 25;
133 5 26; 134 6 27; 135 7 28; 136 8 29; 137 9 30; 138 10 31; 139 11 32;
140 12 33; 141 13 34; 142 14 35; 143 15 36; 144 16 37; 145 17 38;
146 18 39; 147 19 40; 148 20 41; 149 21 42; 150 22 43; 151 23 44;
152 24 45; 153 25 46; 154 26 47; 155 27 48; 156 28 49; 157 29 50;
158 30 51; 159 31 52; 160 32 53; 161 33 54; 162 34 55; 163 35 56;
164 36 57; 165 37 58; 166 38 59; 167 39 60; 168 40 61; 169 41 62;
170 42 63; 171 43 64; 172 44 65; 176 48 69; 177 49 70; 178 50 71;
179 51 72; 183 55 76; 184 56 77; 185 57 78; 186 58 79; 190 62 83;
191 63 84;
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
33 TO 38 45 TO 64 PRIS YD 0.3 ZD 0.3
65 TO 97 102 103 108 109 114 TO 116 120 TO 123 127 -
128 PRIS YD 0.45 ZD 0.3
129 TO 172 176 TO 179 183 TO 186 190 191 PRIS YD 0.3 ZD 0.45
CONSTANTS
MATERIAL CONCRETE MEMB 33 TO 38 45 TO 97 102 103 108 109 114 TO 116 -
120 TO 123 127 TO 172 176 TO 179 183 TO 186 190 191
SUPPORTS
1 TO 21 FIXED
LOAD 1 LOADTYPE None  TITLE LOAD CASE 1
FINISH
