STAAD SPACE DXF IMPORT OF BLOCK AA.DXF
START JOB INFORMATION
ENGINEER DATE 14-Oct-15
END JOB INFORMATION
INPUT WIDTH 79
UNIT INCHES KN
JOINT COORDINATES
70 0 0 0; 71 0 0 585.003; 72 1206 0 585.003; 73 0 0 390.003; 74 1206 0 390.003;
75 0 0 195; 76 1206 0 195; 77 1206 0 0; 78 171 0 0; 79 171 0 585.003;
80 341.998 0 0; 81 341.998 0 585.003; 82 557.998 0 0; 83 557.998 0 585.003;
84 773.998 0 0; 85 773.998 0 585.003; 86 989.998 0 0; 87 989.998 0 585.003;
88 989.998 0 390.003; 89 773.998 0 390.003; 90 557.998 0 390.003;
91 341.998 0 390.003; 92 171 0 390.003; 93 989.998 0 195; 94 773.998 0 195;
95 557.998 0 195; 96 341.998 0 195; 97 171 0 195; 98 0 144 0; 99 0 144 585.003;
100 1206 144 585.003; 101 0 144 390.003; 102 1206 144 390.003; 103 0 144 195;
104 1206 144 195; 105 1206 144 0; 106 171 144 0; 107 171 144 585.003;
108 341.998 144 0; 109 341.998 144 585.003; 110 557.998 144 0;
112 773.998 144 0; 114 989.998 144 0; 119 341.998 144 390.003;
120 171 144 390.003; 121 989.998 144 195; 122 773.998 144 195;
123 557.998 144 195; 124 341.998 144 195; 125 171 144 195; 126 0 288 0;
127 0 288 585.003; 128 1206 288 585.003; 129 0 288 390.003;
130 1206 288 390.003; 131 0 288 195; 132 1206 288 195; 133 1206 288 0;
134 171 288 0; 135 171 288 585.003; 136 341.998 288 0; 137 341.998 288 585.003;
138 557.998 288 0; 139 557.998 288 585.003; 140 773.998 288 0;
141 773.998 288 585.003; 142 989.998 288 0; 143 989.998 288 585.003;
144 989.998 288 390.003; 145 773.998 288 390.003; 146 557.998 288 390.003;
147 341.998 288 390.003; 148 171 288 390.003; 149 989.998 288 195;
150 773.998 288 195; 151 557.998 288 195; 152 341.998 288 195; 153 171 288 195;
154 0 432 0; 155 0 432 585.003; 156 1206 432 585.003; 157 0 432 390.003;
158 1206 432 390.003; 159 0 432 195; 160 1206 432 195; 161 1206 432 0;
162 171 432 0; 163 171 432 585.003; 164 341.998 432 0; 165 341.998 432 585.003;
166 557.998 432 0; 167 557.998 432 585.003; 168 773.998 432 0;
169 773.998 432 585.003; 170 989.998 432 0; 171 989.998 432 585.003;
172 989.998 432 390.003; 173 773.998 432 390.003; 174 557.998 432 390.003;
175 341.998 432 390.003; 176 171 432 390.003; 177 989.998 432 195;
178 773.998 432 195; 179 557.998 432 195; 180 341.998 432 195; 181 171 432 195;
183 557.998 288 465.003; 184 557.998 432 465.003; 187 773.998 288 465.003;
188 989.998 288 465.003; 189 773.998 432 465.003; 190 989.998 432 465.003;
191 773.998 144 585.003; 192 989.998 144 585.003; 193 989.998 144 390.003;
194 557.998 144 585.003; 195 773.998 144 390.003; 196 557.998 144 390.003;
197 557.998 144 465.003; 198 989.998 144 465.003;
MEMBER INCIDENCES
82 70 98; 83 71 99; 84 72 100; 85 73 101; 86 74 102; 87 75 103; 88 76 104;
89 77 105; 90 78 106; 91 79 107; 92 80 108; 93 81 109; 94 82 110; 95 83 194;
96 84 112; 97 85 191; 98 86 114; 99 87 192; 100 88 193; 101 89 195; 102 90 196;
103 91 119; 104 92 120; 105 93 121; 106 94 122; 107 95 123; 108 96 124;
109 97 125; 110 98 103; 111 99 107; 112 101 120; 113 103 125; 114 98 106;
115 106 125; 116 108 124; 117 110 123; 118 112 122; 119 114 121; 120 105 104;
121 101 99; 122 103 101; 123 192 100; 124 191 192; 125 194 191; 126 109 194;
127 107 109; 128 193 102; 129 195 193; 130 196 195; 131 119 196; 132 120 119;
133 121 104; 134 122 121; 135 123 122; 136 124 123; 137 125 124; 138 114 105;
139 112 114; 140 110 112; 141 108 110; 142 106 108; 143 120 107; 144 125 120;
145 119 109; 146 124 119; 147 196 197; 148 123 196; 149 195 191; 150 122 195;
151 193 198; 152 121 193; 153 102 100; 154 104 102; 155 98 126; 156 99 127;
157 100 128; 158 101 129; 159 102 130; 160 103 131; 161 104 132; 162 105 133;
163 106 134; 164 107 135; 165 108 136; 166 109 137; 167 110 138; 168 194 139;
169 112 140; 170 191 141; 171 114 142; 172 192 143; 173 193 144; 174 195 145;
175 196 146; 176 119 147; 177 120 148; 178 121 149; 179 122 150; 180 123 151;
181 124 152; 182 125 153; 183 126 131; 184 127 135; 185 129 148; 186 131 153;
187 126 134; 188 134 153; 189 136 152; 190 138 151; 191 140 150; 192 142 149;
193 133 132; 194 129 127; 195 131 129; 196 143 128; 197 141 143; 198 139 141;
199 137 139; 200 135 137; 201 144 130; 202 145 144; 203 146 145; 204 147 146;
205 148 147; 206 149 132; 207 150 149; 208 151 150; 209 152 151; 210 153 152;
211 142 133; 212 140 142; 213 138 140; 214 136 138; 215 134 136; 216 148 135;
217 153 148; 218 147 137; 219 152 147; 220 146 183; 221 151 146; 222 145 187;
223 150 145; 224 144 188; 225 149 144; 226 130 128; 227 132 130; 228 126 154;
229 127 155; 230 128 156; 231 129 157; 232 130 158; 233 131 159; 234 132 160;
235 133 161; 236 134 162; 237 135 163; 238 136 164; 239 137 165; 240 138 166;
241 139 167; 242 140 168; 243 141 169; 244 142 170; 245 143 171; 246 144 172;
247 145 173; 248 146 174; 249 147 175; 250 148 176; 251 149 177; 252 150 178;
253 151 179; 254 152 180; 255 153 181; 256 154 159; 257 155 163; 258 157 176;
259 159 181; 260 154 162; 261 162 181; 262 164 180; 263 166 179; 264 168 178;
265 170 177; 266 161 160; 267 157 155; 268 159 157; 269 171 156; 270 169 171;
271 167 169; 272 165 167; 273 163 165; 274 172 158; 275 173 172; 276 174 173;
277 175 174; 278 176 175; 279 177 160; 280 178 177; 281 179 178; 282 180 179;
283 181 180; 284 170 161; 285 168 170; 286 166 168; 287 164 166; 288 162 164;
289 176 163; 290 181 176; 291 175 165; 292 180 175; 293 174 184; 294 179 174;
295 173 189; 296 178 173; 297 172 190; 298 177 172; 299 158 156; 300 160 158;
302 183 139; 303 184 167; 306 187 141; 307 188 143; 308 189 169; 309 190 171;
310 197 198; 311 197 194; 312 198 192; 313 183 188; 314 184 190;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 14011.9
POISSON 0.17
DENSITY 0.000386106
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 17.7929
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
82 TO 100 104 TO 106 109 110 115 119 TO 122 143 144 152 TO 173 177 TO 179 -
182 183 188 192 TO 195 216 217 224 TO 246 250 TO 252 255 -
307 PRIS YD 18 ZD 12
101 TO 103 107 108 174 TO 176 180 181 247 TO 249 253 254 PRIS YD 18
110 TO 154 183 TO 227 256 TO 300 302 303 306 TO 309 311 312 PRIS YD 13.5 ZD 12
MEMBER PROPERTY
310 313 314 PRIS YD 12 ZD 10
CONSTANTS
BETA 90 MEMB 90 TO 100 104 TO 106 109 163 TO 173 177 TO 179 182 236 TO 246 -
250 TO 252 255
MATERIAL CONCRETE ALL
SUPPORTS
70 TO 97 FIXED
DEFINE 1893 LOAD
ZONE 0.24 RF 5 I 1 SS 2 ST 1 DM 5
SELFWEIGHT 1
LOAD 3 LOADTYPE Seismic  TITLE x+
1893 LOAD X 1
LOAD 4 LOADTYPE Seismic  TITLE x-
1893 LOAD X -1
LOAD 5 LOADTYPE Seismic  TITLE z+
1893 LOAD Z 1
LOAD 6 LOADTYPE Seismic  TITLE z-
1893 LOAD X -1
LOAD 1 LOADTYPE Dead  TITLE DL
FLOOR LOAD
YRANGE 144 432 FLOAD -0.00516 XRANGE 0 1206  ZRANGE 0 585  GY
LOAD 2 LOADTYPE Live  TITLE LL
FLOOR LOAD
YRANGE 144 432 FLOAD -0.00129 XRANGE 0 1206  ZRANGE 0 585  GY
LOAD COMB 7 Generated Indian Code Genral_Structures 1
1 1.5 2 1.5 
LOAD COMB 8 Generated Indian Code Genral_Structures 2
1 1.2 2 1.2 
LOAD COMB 9 Generated Indian Code Genral_Structures 3
1 1.2 2 1.2 3 1.2 
LOAD COMB 10 Generated Indian Code Genral_Structures 4
1 1.2 2 1.2 4 1.2 
LOAD COMB 11 Generated Indian Code Genral_Structures 5
1 1.2 2 1.2 5 1.2 
LOAD COMB 12 Generated Indian Code Genral_Structures 6
1 1.2 2 1.2 6 1.2 
LOAD COMB 13 Generated Indian Code Genral_Structures 7
1 1.2 2 1.2 3 -1.2 
LOAD COMB 14 Generated Indian Code Genral_Structures 8
1 1.2 2 1.2 4 -1.2 
LOAD COMB 15 Generated Indian Code Genral_Structures 9
1 1.2 2 1.2 5 -1.2 
LOAD COMB 16 Generated Indian Code Genral_Structures 10
1 1.2 2 1.2 6 -1.2 
LOAD COMB 17 Generated Indian Code Genral_Structures 11
1 1.5 
LOAD COMB 18 Generated Indian Code Genral_Structures 12
1 1.5 3 1.5 
LOAD COMB 19 Generated Indian Code Genral_Structures 13
1 1.5 4 1.5 
LOAD COMB 20 Generated Indian Code Genral_Structures 14
1 1.5 5 1.5 
LOAD COMB 21 Generated Indian Code Genral_Structures 15
1 1.5 6 1.5 
LOAD COMB 22 Generated Indian Code Genral_Structures 16
1 1.5 3 -1.5 
LOAD COMB 23 Generated Indian Code Genral_Structures 17
1 1.5 4 -1.5 
LOAD COMB 24 Generated Indian Code Genral_Structures 18
1 1.5 5 -1.5 
LOAD COMB 25 Generated Indian Code Genral_Structures 19
1 1.5 6 -1.5 
LOAD COMB 26 Generated Indian Code Genral_Structures 20
1 0.9 3 1.5 
LOAD COMB 27 Generated Indian Code Genral_Structures 21
1 0.9 4 1.5 
LOAD COMB 28 Generated Indian Code Genral_Structures 22
1 0.9 5 1.5 
LOAD COMB 29 Generated Indian Code Genral_Structures 23
1 0.9 6 1.5 
LOAD COMB 30 Generated Indian Code Genral_Structures 24
1 0.9 3 -1.5 
LOAD COMB 31 Generated Indian Code Genral_Structures 25
1 0.9 4 -1.5 
LOAD COMB 32 Generated Indian Code Genral_Structures 26
1 0.9 5 -1.5 
LOAD COMB 33 Generated Indian Code Genral_Structures 27
1 0.9 6 -1.5 
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
FC 12.9 ALL
FYMAIN 267 ALL
RATIO 4 ALL
DESIGN BEAM 82 TO 300 302 303 306 TO 314
DESIGN COLUMN 82 TO 300 302 303 306 TO 314
CONCRETE TAKE
FYSEC 267 ALL
END CONCRETE DESIGN
PERFORM ANALYSIS
FINISH
