STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 04-Jun-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
21 0 1.7 0; 22 0 1.7 3; 23 0 1.7 6; 24 0 1.7 9; 25 0 1.7 14; 26 6 1.7 0;
27 6 1.7 3; 28 6 1.7 6; 29 6 1.7 9; 30 6 1.7 14; 31 12 1.7 0; 32 12 1.7 3;
33 12 1.7 6; 34 12 1.7 9; 35 18 1.7 3; 36 18 1.7 6; 37 18 1.7 9; 38 21 1.7 3;
39 21 1.7 6; 40 21 1.7 9; 41 0 5.25001 0; 42 0 5.25001 3; 43 0 5.25001 6;
44 0 5.25001 9; 45 0 5.25001 14; 46 6 5.25001 0; 47 6 5.25001 3;
48 6 5.25001 6; 49 6 5.25001 9; 50 6 5.25001 14; 51 12 5.25001 0;
52 12 5.25001 3; 53 12 5.25001 6; 54 12 5.25001 9; 55 18 5.25001 3;
56 18 5.25001 6; 57 18 5.25001 9; 58 21 5.25001 3; 59 21 5.25001 6;
60 21 5.25001 9; 61 0 9.10002 0; 62 0 9.10002 3; 63 0 9.10002 6;
64 6 9.10002 0; 65 6 9.10002 3; 66 6 9.10002 6; 67 6 9.10002 9;
68 12 9.10002 0; 69 12 9.10002 3; 70 12 9.10002 6; 71 12 9.10002 9;
72 18 9.10002 3; 73 18 9.10002 6; 74 18 9.10002 9; 75 21 9.10002 3;
76 21 9.10002 6; 77 21 9.10002 9; 78 12 12.95 3; 79 12 12.95 6; 80 12 12.95 9;
81 18 12.95 3; 83 18 12.95 9; 84 21 12.95 3; 85 21 12.95 6; 86 21 12.95 9;
95 12 12.95 4.2; 96 21 12.95 4.2; 97 12 16.35 3; 98 18 16.35 3; 99 21 16.35 3;
100 12 16.35 4.2; 101 21 16.35 4.2; 102 3 5.25001 0; 103 3 5.25001 3;
104 7.5 5.25001 0; 105 7.5 5.25001 3; 106 7.5 5.25001 6; 107 7.5 5.25001 9;
108 13.5 5.25001 6; 109 13.5 5.25001 9; 110 19.5 9.10002 3; 111 19.5 9.10002 6;
112 18 16.35 4.2; 113 18 12.95 4.2; 114 0 0 0; 115 0 0 3; 116 0 0 6;
117 0 0 9.00002; 118 0 0 14; 119 6 0 0; 120 6 0 3; 121 6 0 6; 122 6 0 9.00002;
123 6 0 14; 124 12 0 0; 125 12 0 3; 126 12 0 6; 127 12 0 9.00002; 128 18 0 3;
129 18 0 6; 130 18 0 9.00002; 131 21 0 3; 132 21 0 6; 133 21 0 9.00002;
MEMBER INCIDENCES
51 21 22; 52 22 23; 53 23 24; 54 24 25; 55 21 26; 56 22 27; 57 23 28; 58 24 29;
59 25 30; 60 30 29; 61 29 28; 62 28 27; 63 27 26; 64 26 31; 65 27 32; 66 28 33;
67 29 34; 68 34 33; 69 33 32; 70 32 31; 71 32 35; 72 33 36; 73 34 37; 74 37 36;
75 36 35; 76 35 38; 77 36 39; 78 37 40; 79 40 39; 80 39 38; 81 21 41; 82 22 42;
83 23 43; 84 24 44; 85 25 45; 86 26 46; 87 27 47; 88 28 48; 89 29 49; 90 30 50;
91 31 51; 92 32 52; 93 33 53; 94 34 54; 95 35 55; 96 36 56; 97 37 57; 98 38 58;
99 39 59; 100 40 60; 101 41 42; 102 42 43; 103 43 44; 104 44 45; 105 41 102;
106 42 103; 107 43 48; 108 44 49; 109 45 50; 110 50 49; 111 49 48; 112 48 47;
113 47 46; 114 46 104; 115 47 105; 116 48 106; 117 49 107; 118 54 53;
119 53 52; 120 52 51; 121 52 55; 122 53 108; 123 54 109; 124 57 56; 125 56 55;
126 55 58; 127 56 59; 128 57 60; 129 60 59; 130 59 58; 131 41 61; 132 42 62;
133 43 63; 134 46 64; 135 47 65; 136 48 66; 137 49 67; 138 51 68; 139 52 69;
140 53 70; 141 54 71; 142 55 72; 143 56 73; 144 57 74; 145 58 75; 146 59 76;
147 60 77; 148 61 62; 149 62 63; 150 61 64; 151 62 65; 152 63 66; 153 67 66;
154 66 65; 155 65 64; 156 64 68; 157 65 69; 158 66 70; 159 67 71; 160 71 70;
161 70 69; 162 69 68; 163 69 72; 164 70 73; 165 71 74; 166 74 73; 167 73 72;
168 72 110; 169 73 111; 170 74 77; 171 77 76; 172 76 75; 173 69 78; 174 70 79;
175 71 80; 176 72 81; 178 74 83; 179 75 84; 180 76 85; 181 77 86; 182 80 79;
183 79 95; 184 78 81; 186 80 83; 189 81 84; 191 83 86; 192 86 85; 193 85 96;
210 95 78; 211 96 84; 212 95 113; 213 78 97; 214 81 98; 215 84 99; 216 95 100;
217 96 101; 218 97 98; 219 98 99; 220 100 97; 221 101 99; 222 100 112;
223 102 46; 224 103 47; 225 104 51; 226 105 52; 227 102 103; 228 104 105;
229 106 53; 230 107 54; 231 106 107; 232 108 56; 233 109 57; 234 108 109;
235 110 75; 236 111 76; 237 110 111; 238 112 101; 239 98 112; 240 113 96;
241 113 112; 242 114 21; 243 115 22; 244 116 23; 245 117 24; 246 118 25;
247 119 26; 248 120 27; 249 121 28; 250 122 29; 251 123 30; 252 124 31;
253 125 32; 254 126 33; 255 127 34; 256 128 35; 257 129 36; 258 130 37;
259 131 38; 260 132 39; 261 133 40;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY
51 TO 80 PRIS YD 0.4 ZD 0.2
105 TO 107 114 TO 117 121 TO 123 126 TO 128 150 TO 152 156 TO 159 163 TO 165 -
168 TO 170 223 TO 226 229 230 232 233 235 236 PRIS YD 0.4 ZD 0.2
101 102 111 TO 113 118 TO 120 124 125 129 130 148 149 153 TO 155 160 TO 162 -
166 167 171 172 PRIS YD 0.4 ZD 0.2
227 228 231 234 237 PRIS YD 0.4 ZD 0.2
184 186 189 191 218 219 222 238 PRIS YD 0.4 ZD 0.2
182 183 192 193 210 211 220 221 239 PRIS YD 0.4 ZD 0.2
212 240 PRIS YD 0.4 ZD 0.2
CONSTANTS
MATERIAL CONCRETE MEMB 51 TO 80 101 102 105 TO 107 111 TO 130 148 TO 172 182 -
183 TO 184 186 189 191 TO 193 210 211 218 TO 239
MEMBER RELEASE
227 228 231 234 237 START MX MZ
227 228 231 234 237 END MX MZ
SUPPORTS
114 TO 133 PINNED
SLAVE ZX MASTER 53 JOINT 41 TO 51 54 56 TO 60 102 TO 109
SLAVE ZX MASTER 70 JOINT 61 TO 68 71 74 TO 77 110 111
SLAVE ZX MASTER 112 JOINT 97 TO 101
LOAD 1 LOADTYPE Wind  TITLE WIND ALONG X, WX
LOAD 2 LOADTYPE Wind  TITLE WIND ALONG Z, WZ
ONEWAY LOAD
YRANGE 5.25 5.25 ONE -8.38 XRANGE 0 3  ZRANGE 0 3  GY
LOAD 3 LOADTYPE Dead  TITLE DEAD LOAD, DL
ONEWAY LOAD
YRANGE 5.25 5.25 ONE -8.38 XRANGE 0 6  ZRANGE 0 6  GY
LOAD 4 LOADTYPE Live  TITLE LIVE LOAD, LL
LOAD 5 LOADTYPE Roof Live  TITLE ROOF LIVE, Lr
FINISH
