STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 03-Dec-20
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
26 0 3.352 0; 27 3.886 3.352 0; 28 7.848 3.352 0; 29 10.795 3.352 0;
30 16.205 3.352 0; 31 0 3.352 4.038; 32 0 3.352 7.924; 33 3.886 3.352 7.924;
34 3.886 3.352 4.038; 35 6.019 3.352 4.038; 36 7.848 3.352 4.038;
37 10.286 3.352 2.947; 38 14.581 3.352 2.947; 39 16.205 3.352 2.947;
40 7.848 3.352 2.947; 41 16.205 3.352 4.953; 42 6.019 3.352 6.299;
43 6.019 3.352 9.651; 44 10.286 3.352 9.651; 45 14.581 3.352 9.651;
46 10.795 3.352 2.947; 47 14.581 3.352 4.953; 48 14.581 3.352 6.299;
49 6.019 3.352 7.924; 50 0 6.704 0; 51 3.886 6.704 0; 52 7.848 6.704 0;
53 10.795 6.704 0; 54 16.205 6.704 0; 55 0 6.704 4.038; 56 0 6.704 7.924;
57 3.886 6.704 7.924; 58 3.886 6.704 4.038; 59 6.019 6.704 4.038;
60 7.848 6.704 4.038; 61 10.286 6.704 2.947; 62 14.581 6.704 2.947;
63 16.205 6.704 2.947; 64 7.848 6.704 2.947; 65 16.205 6.704 4.953;
66 6.019 6.704 6.299; 67 6.019 6.704 9.651; 68 10.286 6.704 9.651;
69 14.581 6.704 9.651; 70 10.795 6.704 2.947; 71 14.581 6.704 4.953;
72 14.581 6.704 6.299; 73 6.019 6.704 7.924; 74 0 10.056 0; 75 3.886 10.056 0;
76 7.848 10.056 0; 77 10.795 10.056 0; 78 16.205 10.056 0; 79 0 10.056 4.038;
80 0 10.056 7.924; 81 3.886 10.056 7.924; 82 3.886 10.056 4.038;
83 6.019 10.056 4.038; 84 7.848 10.056 4.038; 85 10.286 10.056 2.947;
86 14.581 10.056 2.947; 87 16.205 10.056 2.947; 88 7.848 10.056 2.947;
89 16.205 10.056 4.953; 90 6.019 10.056 6.299; 91 6.019 10.056 9.651;
92 10.286 10.056 9.651; 93 14.581 10.056 9.651; 94 10.795 10.056 2.947;
95 14.581 10.056 4.953; 96 14.581 10.056 6.299; 97 6.019 10.056 7.924;
98 0 1.828 0; 99 3.886 1.828 0; 100 7.848 1.828 0; 101 10.795 1.828 0;
102 16.205 1.828 0; 103 0 1.828 4.038; 104 0 1.828 7.924;
105 3.886 1.828 7.924; 106 3.886 1.828 4.038; 107 6.019 1.828 4.038;
108 7.848 1.828 4.038; 110 14.581 1.828 2.947; 113 16.205 1.828 4.953;
115 6.019 1.828 9.651; 117 14.581 1.828 9.651; 121 6.019 1.828 7.924;
122 10.286 10.056 6.299; 123 10.286 3.352 6.299; 124 10.286 6.704 6.299;
MEMBER INCIDENCES
50 26 27; 51 27 28; 52 28 29; 54 26 31; 55 31 34; 56 34 35; 57 35 36; 58 36 40;
59 34 33; 60 33 32; 61 40 37; 62 37 46; 65 37 123; 67 43 44; 68 35 42;
69 31 32; 70 27 34; 72 42 123; 73 29 46; 74 33 49; 75 26 50; 76 27 51;
77 28 52; 78 29 53; 79 30 54; 80 31 55; 81 32 56; 82 33 57; 83 34 58; 84 35 59;
85 36 60; 87 38 62; 90 41 65; 92 43 67; 94 45 69; 98 49 73; 99 50 51;
100 51 52; 101 52 53; 103 50 55; 104 55 58; 105 58 59; 106 59 60; 107 60 64;
108 58 57; 109 57 56; 110 64 61; 111 61 70; 114 61 124; 116 67 68; 117 59 66;
118 55 56; 119 51 58; 121 66 124; 122 53 70; 123 57 73; 124 50 74; 125 51 75;
126 52 76; 127 53 77; 128 54 78; 129 55 79; 130 56 80; 131 57 81; 132 58 82;
133 59 83; 134 60 84; 136 62 86; 139 65 89; 141 67 91; 143 69 93; 147 73 97;
148 74 75; 149 75 76; 150 76 77; 152 74 79; 153 79 82; 154 82 83; 157 82 81;
158 81 80; 160 85 94; 165 91 92; 167 79 80; 168 75 82; 171 77 94; 172 81 97;
173 26 98; 174 27 99; 175 28 100; 176 29 101; 177 30 102; 178 31 103;
179 32 104; 180 33 105; 181 34 106; 182 35 107; 183 36 108; 185 38 110;
188 41 113; 190 43 115; 192 45 117; 196 49 121; 197 122 92; 198 96 93;
199 90 97; 200 122 96; 201 123 44; 202 48 45; 203 42 49; 204 123 48;
205 124 68; 206 72 69; 207 66 73; 208 124 72; 209 94 86; 210 92 93; 211 97 91;
212 88 76; 213 64 52; 216 68 69; 217 73 67; 218 40 28; 221 44 45; 222 49 43;
223 77 78; 224 78 87; 225 90 83; 226 83 84; 227 84 88; 228 88 85; 229 85 122;
230 90 122; 231 86 95; 232 95 96; 233 95 89; 234 89 87; 235 87 86; 236 46 38;
237 38 47; 238 47 48; 239 47 41; 240 41 39; 241 39 30; 242 30 29; 243 38 39;
244 65 63; 245 63 54; 246 53 54; 247 72 71; 248 71 62; 249 62 63; 250 71 65;
251 70 62;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
75 TO 85 87 90 92 94 98 124 TO 134 136 139 141 143 147 173 TO 183 185 188 -
190 192 196 PRIS YD 0.35 ZD 0.3
50 TO 52 54 TO 62 65 67 TO 70 72 TO 74 201 TO 204 218 221 -
222 PRIS YD 0.23 ZD 0.15
99 TO 101 103 TO 111 114 116 TO 119 121 TO 123 148 TO 150 152 TO 154 157 158 -
160 165 167 168 171 172 197 TO 200 205 TO 213 216 217 223 TO 250 -
251 PRIS YD 0.23 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
98 TO 108 110 113 115 117 121 FIXED
DEFINE 1893 LOAD
ZONE 0.24 RF 3 I 1 SS 2 ST 1
MEMBER WEIGHT
FLOOR WEIGHT
YRANGE 0 0 FLOAD 0
SELFWEIGHT 1 
LOAD 1 LOADTYPE Seismic  TITLE EQX+
1893 LOAD X 1
LOAD 2 LOADTYPE Seismic  TITLE EQX-
1893 LOAD X 1
LOAD 3 LOADTYPE Seismic  TITLE EQZ+
1893 LOAD Z 1
LOAD 4 LOADTYPE Seismic  TITLE EQZ-
1893 LOAD Z 1
LOAD 5 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 LIST 50 TO 52 54 TO 62 65 67 TO 70 72 TO 85 87 90 92 94 98 -
99 TO 101 103 TO 111 114 116 TO 119 121 TO 134 136 139 141 143 147 TO 150 -
152 TO 154 157 158 160 165 167 168 171 TO 183 185 188 190 192 196
MEMBER LOAD
50 TO 52 54 TO 62 65 67 TO 70 72 TO 74 99 TO 101 103 TO 111 114 116 TO 119 -
121 TO 123 201 TO 208 213 216 TO 218 221 222 UNI GY -14.52
148 TO 150 152 158 165 167 172 198 199 210 211 UNI GY -2.185
FLOOR LOAD
YRANGE 4 12 FLOAD -7.375 XRANGE 0 3.886  ZRANGE 0 4.038  GY
YRANGE 4 12 FLOAD -7.375 XRANGE 3.886 7.848  ZRANGE 0 4.038  GY
YRANGE 4 12 FLOAD -7.375 XRANGE 0 3.886  ZRANGE 4.038 7.924  GY
YRANGE 4 12 FLOAD -7.375 XRANGE 3.886 6.019  ZRANGE 4.038 7.924  GY
YRANGE 4 12 FLOAD -7.375 XRANGE 10.286 14.581  ZRANGE 2.947 6.299  GY
YRANGE 4 12 FLOAD -7.375 XRANGE 6.019 10.286  ZRANGE 6.299 9.651  GY
YRANGE 4 12 FLOAD -7.375 XRANGE 10.286 14.581  ZRANGE 6.299 9.651  GY
YRANGE 4 12 FLOAD -7.375 XRANGE 7.848 10.795  ZRANGE 0 2.947  GY
YRANGE 4 12 FLOAD -7.375 XRANGE 10.795 16.205  ZRANGE 0 2.947  GY
YRANGE 4 12 FLOAD -7.375 XRANGE 14.581 16.205  ZRANGE 2.947 4.953  GY
YRANGE 4 12 FLOAD -7.375 XRANGE 6.019 10.286  ZRANGE 4.038 6.299  GY
LOAD 6 LOADTYPE Live  TITLE LL
FINISH
