STAAD SPACE START JOB INFORMATION ENGINEER DATE 14-May-11 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 5.2 0 0; 3 10.4 0 0; 4 15.6 0 0; 5 20.8 0 0; 6 26 0 0; 7 0 0 5.1; 8 5.2 0 5.1; 9 10.4 0 5.1; 10 15.6 0 5.1; 11 20.8 0 5.1; 12 26 0 5.1; 13 0 0 9.2; 14 5.2 0 9.2; 15 10.4 0 9.2; 16 15.6 0 9.2; 17 20.8 0 9.2; 18 26 0 9.2; 19 0 0 13.9; 20 5.2 0 13.9; 21 10.4 0 13.9; 22 15.6 0 13.9; 23 20.8 0 13.9; 24 0 -2.8 0; 25 5.2 -2.8 0; 26 10.4 -2.8 0; 27 15.6 -2.8 0; 28 20.8 -2.8 0; 29 26 -2.8 0; 30 0 -2.8 5.1; 31 5.2 -2.8 5.1; 32 10.4 -2.8 5.1; 33 15.6 -2.8 5.1; 34 20.8 -2.8 5.1; 35 26 -2.8 5.1; 36 0 -2.8 9.2; 37 5.2 -2.8 9.2; 38 10.4 -2.8 9.2; 39 15.6 -2.8 9.2; 40 20.8 -2.8 9.2; 41 26 -2.8 9.2; 42 0 -2.8 13.9; 43 5.2 -2.8 13.9; 44 10.4 -2.8 13.9; 45 15.6 -2.8 13.9; 46 20.8 -2.8 13.9; 47 0 3.4 0; 48 5.2 3.4 0; 49 10.4 3.4 0; 50 15.6 3.4 0; 51 20.8 3.4 0; 52 26 3.4 0; 53 0 3.4 5.1; 54 5.2 3.4 5.1; 55 10.4 3.4 5.1; 56 15.6 3.4 5.1; 57 20.8 3.4 5.1; 58 26 3.4 5.1; 59 0 3.4 9.2; 60 5.2 3.4 9.2; 61 10.4 3.4 9.2; 62 15.6 3.4 9.2; 63 20.8 3.4 9.2; 64 26 3.4 9.2; 65 0 3.4 13.9; 66 5.2 3.4 13.9; 68 15.6 3.4 13.9; 69 20.8 3.4 13.9; 70 0 6.8 0; 71 5.2 6.8 0; 72 10.4 6.8 0; 73 15.6 6.8 0; 74 20.8 6.8 0; 75 26 6.8 0; 76 0 6.8 5.1; 77 5.2 6.8 5.1; 78 10.4 6.8 5.1; 79 15.6 6.8 5.1; 80 20.8 6.8 5.1; 81 26 6.8 5.1; 82 0 6.8 9.2; 83 5.2 6.8 9.2; 84 10.4 6.8 9.2; 85 15.6 6.8 9.2; 86 20.8 6.8 9.2; 87 26 6.8 9.2; 88 0 6.8 13.9; 89 5.2 6.8 13.9; 90 10.4 6.8 13.9; 91 15.6 6.8 13.9; 92 20.8 6.8 13.9; 93 0 10.2 0; 94 5.2 10.2 0; 95 10.4 10.2 0; 96 15.6 10.2 0; 97 20.8 10.2 0; 98 26 10.2 0; 99 0 10.2 5.1; 100 5.2 10.2 5.1; 101 10.4 10.2 5.1; 102 15.6 10.2 5.1; 103 20.8 10.2 5.1; 104 26 10.2 5.1; 105 0 10.2 9.2; 106 5.2 10.2 9.2; 107 10.4 10.2 9.2; 108 15.6 10.2 9.2; 109 20.8 10.2 9.2; 110 26 10.2 9.2; 111 0 10.2 13.9; 112 5.2 10.2 13.9; 113 10.4 10.2 13.9; 114 15.6 10.2 13.9; 115 20.8 10.2 13.9; 116 0 13.6 0; 117 5.2 13.6 0; 118 10.4 13.6 0; 119 15.6 13.6 0; 120 20.8 13.6 0; 121 26 13.6 0; 122 0 13.6 5.1; 123 5.2 13.6 5.1; 124 10.4 13.6 5.1; 125 15.6 13.6 5.1; 126 20.8 13.6 5.1; 127 26 13.6 5.1; 128 0 13.6 9.2; 129 5.2 13.6 9.2; 130 10.4 13.6 9.2; 131 15.6 13.6 9.2; 132 20.8 13.6 9.2; 133 26 13.6 9.2; 134 0 13.6 13.9; 135 5.2 13.6 13.9; 136 10.4 13.6 13.9; 137 15.6 13.6 13.9; 138 20.8 13.6 13.9; 139 5.2 3.4 12.575; 140 15.6 3.4 12.575; 142 5.2 16.7 5.1; 143 10.4 16.7 5.1; 144 15.6 16.7 5.1; 145 20.8 16.7 5.1; 146 5.2 16.7 9.2; 147 10.4 16.7 9.2; 148 15.6 16.7 9.2; 149 20.8 16.7 9.2; 150 10.4 3.4 13.9; 151 10.4 3.4 12.575; 152 0 16.1 0; 153 5.2 16.1 0; 154 10.4 16.1 0; 155 15.6 16.1 0; 156 20.8 16.1 0; 157 26 16.1 0; 158 0 16.1 5.1; 159 26 16.1 5.1; 160 0 16.1 9.2; 161 26 16.1 9.2; 162 0 16.1 13.9; 163 5.2 16.1 13.9; 164 10.4 16.1 13.9; 165 15.6 16.1 13.9; 166 20.8 16.1 13.9; MEMBER INCIDENCES 1 1 24; 2 2 25; 3 3 26; 4 4 27; 5 5 28; 6 6 29; 7 7 30; 8 8 31; 9 9 32; 10 10 33; 11 11 34; 12 12 35; 13 13 36; 14 14 37; 15 15 38; 16 16 39; 17 17 40; 18 18 41; 19 19 42; 20 20 43; 21 21 44; 22 22 45; 23 23 46; 24 1 2; 25 2 3; 26 3 4; 27 4 5; 28 5 6; 29 7 8; 30 8 9; 31 9 10; 32 10 11; 33 11 12; 34 13 14; 35 14 15; 36 15 16; 37 16 17; 38 17 18; 39 19 20; 40 20 21; 41 21 22; 42 22 23; 43 1 7; 44 7 13; 45 13 19; 46 2 8; 47 8 14; 48 14 20; 49 3 9; 50 9 15; 51 15 21; 52 4 10; 53 10 16; 54 16 22; 55 5 11; 56 11 17; 57 17 23; 61 6 12; 62 12 18; 63 23 18; 64 1 47; 65 2 48; 66 3 49; 67 4 50; 68 5 51; 69 6 52; 70 7 53; 71 8 54; 72 9 55; 73 10 56; 74 11 57; 75 12 58; 76 13 59; 77 14 60; 78 15 61; 79 16 62; 80 17 63; 81 18 64; 82 19 65; 83 20 66; 85 22 68; 86 23 69; 87 47 48; 88 48 49; 89 49 50; 90 50 51; 91 51 52; 92 53 54; 93 54 55; 94 55 56; 95 56 57; 96 57 58; 97 59 60; 98 60 61; 99 61 62; 100 62 63; 101 63 64; 102 65 66; 105 68 69; 106 47 53; 107 53 59; 108 59 65; 109 48 54; 110 54 60; 111 60 139; 112 49 55; 113 55 61; 115 50 56; 116 56 62; 117 62 140; 118 51 57; 119 57 63; 120 63 69; 121 52 58; 122 58 64; 123 69 64; 124 47 70; 125 48 71; 126 49 72; 127 50 73; 128 51 74; 129 52 75; 130 53 76; 131 54 77; 132 55 78; 133 56 79; 134 57 80; 135 58 81; 136 59 82; 137 60 83; 138 61 84; 139 62 85; 140 63 86; 141 64 87; 142 65 88; 143 66 89; 145 68 91; 146 69 92; 147 70 71; 148 71 72; 149 72 73; 150 73 74; 151 74 75; 152 76 77; 153 77 78; 154 78 79; 155 79 80; 156 80 81; 157 82 83; 158 83 84; 159 84 85; 160 85 86; 161 86 87; 162 88 89; 163 89 90; 164 90 91; 165 91 92; 166 70 76; 167 76 82; 168 82 88; 169 71 77; 170 77 83; 171 83 89; 172 72 78; 173 78 84; 174 84 90; 175 73 79; 176 79 85; 177 85 91; 178 74 80; 179 80 86; 180 86 92; 181 75 81; 182 81 87; 183 92 87; 184 70 93; 185 71 94; 186 72 95; 187 73 96; 188 74 97; 189 75 98; 190 76 99; 191 77 100; 192 78 101; 193 79 102; 194 80 103; 195 81 104; 196 82 105; 197 83 106; 198 84 107; 199 85 108; 200 86 109; 201 87 110; 202 88 111; 203 89 112; 204 90 113; 205 91 114; 206 92 115; 207 93 94; 208 94 95; 209 95 96; 210 96 97; 211 97 98; 212 99 100; 213 100 101; 214 101 102; 215 102 103; 216 103 104; 217 105 106; 218 106 107; 219 107 108; 220 108 109; 221 109 110; 222 111 112; 223 112 113; 224 113 114; 225 114 115; 226 93 99; 227 99 105; 228 105 111; 229 94 100; 230 100 106; 231 106 112; 232 95 101; 233 101 107; 234 107 113; 235 96 102; 236 102 108; 237 108 114; 238 97 103; 239 103 109; 240 109 115; 241 98 104; 242 104 110; 243 115 110; 244 93 116; 245 94 117; 246 95 118; 247 96 119; 248 97 120; 249 98 121; 250 99 122; 251 100 123; 252 101 124; 253 102 125; 254 103 126; 255 104 127; 256 105 128; 257 106 129; 258 107 130; 259 108 131; 260 109 132; 261 110 133; 262 111 134; 263 112 135; 264 113 136; 265 114 137; 266 115 138; 267 116 117; 268 117 118; 269 118 119; 270 119 120; 271 120 121; 272 122 123; 273 123 124; 274 124 125; 275 125 126; 276 126 127; 277 128 129; 278 129 130; 279 130 131; 280 131 132; 281 132 133; 282 134 135; 283 135 136; 284 136 137; 285 137 138; 286 116 122; 287 122 128; 288 128 134; 289 117 123; 290 123 129; 291 129 135; 292 118 124; 293 124 130; 294 130 136; 295 119 125; 296 125 131; 297 131 137; 298 120 126; 299 126 132; 300 132 138; 301 121 127; 302 127 133; 303 138 133; 304 21 150; 305 139 66; 306 140 68; 310 123 142; 311 124 143; 312 125 144; 313 126 145; 314 129 146; 315 130 147; 316 131 148; 317 132 149; 318 142 143; 319 143 144; 320 144 145; 321 146 147; 322 147 148; 323 148 149; 324 142 146; 325 143 147; 326 144 148; 327 145 149; 328 150 90; 329 61 151; 330 151 150; 331 139 151; 332 151 140; 333 116 152; 334 117 153; 335 118 154; 336 119 155; 337 120 156; 338 121 157; 339 122 158; 340 127 159; 341 128 160; 342 133 161; 343 134 162; 344 135 163; 345 136 164; 346 137 165; 347 138 166; 348 152 153; 349 153 154; 350 154 155; 351 155 156; 352 156 157; 353 162 163; 354 163 164; 355 164 165; 356 165 166; 357 152 158; 358 158 160; 359 160 162; 360 157 159; 361 159 161; 362 166 161; MEMBER RELEASE **** for gravity and secondary beams ********* 331 332 START MZ 331 332 END MZ MEMBER OFFSET ******* Offset from centerline to the surface of column ************** 24 TO 42 87 TO 102 105 147 TO 165 207 TO 225 267 TO 285 318 TO 323 - 348 TO 356 START 0.275 0 0 24 TO 42 87 TO 102 105 147 TO 165 207 TO 225 267 TO 285 318 TO 323 - 348 TO 356 END -0.275 0 0 43 TO 57 61 62 106 TO 113 115 TO 122 166 TO 182 226 TO 242 286 TO 302 324 - 325 TO 327 329 357 TO 361 START 0 0 0.275 43 TO 57 61 62 106 TO 110 112 113 115 116 118 TO 122 166 TO 182 226 TO 242 - 286 TO 302 305 306 324 TO 327 330 357 TO 361 END 0 0 -0.275 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 INDIAN **** Beam Size (300 X 500) 24 TO 57 61 TO 63 87 TO 102 105 TO 113 115 TO 123 147 TO 183 207 TO 243 267 - 268 TO 303 305 306 318 TO 327 329 TO 332 PRIS YD 0.5 ZD 0.3 **** Column Size (550 X 550) 1 TO 23 64 TO 83 85 86 124 TO 143 145 146 184 TO 206 244 TO 266 304 - 310 TO 317 328 333 TO 347 PRIS YD 0.6 ZD 0.6 MEMBER PROPERTY INDIAN 348 TO 362 PRIS YD 0.4 ZD 0.3 CONSTANTS MATERIAL CONCRETE ALL SUPPORTS 24 TO 46 FIXED ****** SEISMIC DEFINITION ********** DEFINE 1893 LOAD ZONE 0.36 RF 5 I 1 SS 2 ST 3 DM 0.05 PX 0.31 PZ 0.41 DT 2.5 SELFWEIGHT 1 MEMBER WEIGHT ***** Roof Dead Load 318 TO 327 348 TO 362 UNI 3.5 ***** Wall Load 24 TO 57 61 TO 63 87 TO 102 105 TO 113 115 TO 123 147 TO 151 154 159 - 162 TO 168 173 176 181 TO 183 207 TO 211 214 219 222 TO 228 233 236 - 241 TO 243 305 306 329 331 332 UNI 10 152 161 169 172 175 180 212 221 229 232 235 240 UNI 6 267 TO 271 282 TO 288 301 TO 303 UNI 7.5 272 TO 281 289 TO 300 UNI 7 FLOOR WEIGHT ***** Slab Load YRANGE 0 13.6 FLOAD 3.75 YRANGE 16.5 16.7 FLOAD 3.75 ***** Floor finish load YRANGE 0 13.6 FLOAD 1 YRANGE 16.5 16.7 FLOAD 2 ***** 50% of Retail and Office imposed load YRANGE 0 10.2 FLOAD 2 ***** 25% of Residential Imposed load YRANGE 13.5 13.6 FLOAD 0.5 ****** END SEISMIC DEFINITION *********** LOAD 1 LOADTYPE Seismic TITLE EQX 1893 LOAD X 1 LOAD 2 LOADTYPE Seismic TITLE EQZ 1893 LOAD Z 1 LOAD 3 LOADTYPE Dead TITLE DEAD LOAD SELFWEIGHT Y -1 FLOOR LOAD ***** Slab Load YRANGE 0 13.6 FLOAD -3.75 GY YRANGE 16.5 16.7 FLOAD -3.75 GY ***** Floor finish load YRANGE 0 13.6 FLOAD -1 GY YRANGE 16.5 16.7 FLOAD -2 GY MEMBER LOAD ***** Roof Dead Load 318 TO 327 348 TO 362 UNI GY -3.5 ***** Wall Load 24 TO 57 61 TO 63 87 TO 102 105 TO 113 115 TO 123 147 TO 151 154 159 - 162 TO 168 173 176 181 TO 183 207 TO 211 214 219 222 TO 228 233 236 - 241 TO 243 305 306 329 331 332 UNI GY -10 152 161 169 172 175 180 212 221 229 232 235 240 UNI GY -6 267 TO 271 282 TO 288 301 TO 303 UNI GY -7.5 272 TO 281 289 TO 300 UNI GY -7 LOAD 4 LOADTYPE Live REDUCIBLE TITLE LIVE LOAD FLOOR LOAD ***** Retail and Office imposed load YRANGE 0 10.2 FLOAD -3.5 GY ***** Residential Imposed load YRANGE 13.5 13.6 FLOAD -2 GY LOAD COMB 5 GENERATED INDIAN CODE GENRAL_STRUCTURES 1 3 1.5 4 1.5 LOAD COMB 6 GENERATED INDIAN CODE GENRAL_STRUCTURES 2 3 1.5 1 1.5 LOAD COMB 7 GENERATED INDIAN CODE GENRAL_STRUCTURES 3 3 1.5 2 1.5 LOAD COMB 8 GENERATED INDIAN CODE GENRAL_STRUCTURES 4 3 1.5 1 -1.5 LOAD COMB 9 GENERATED INDIAN CODE GENRAL_STRUCTURES 5 3 1.5 2 -1.5 LOAD COMB 10 GENERATED INDIAN CODE GENRAL_STRUCTURES 6 3 1.2 4 1.2 1 1.2 LOAD COMB 11 GENERATED INDIAN CODE GENRAL_STRUCTURES 7 3 1.2 4 1.2 2 1.2 LOAD COMB 12 GENERATED INDIAN CODE GENRAL_STRUCTURES 8 3 1.2 4 1.2 1 -1.2 LOAD COMB 13 GENERATED INDIAN CODE GENRAL_STRUCTURES 9 3 1.2 4 1.2 2 -1.2 LOAD COMB 14 GENERATED INDIAN CODE GENRAL_STRUCTURES 10 3 0.9 1 1.5 LOAD COMB 15 GENERATED INDIAN CODE GENRAL_STRUCTURES 11 3 0.9 2 1.5 LOAD COMB 16 GENERATED INDIAN CODE GENRAL_STRUCTURES 12 3 0.9 1 -1.5 LOAD COMB 17 GENERATED INDIAN CODE GENRAL_STRUCTURES 13 3 0.9 2 -1.5 PERFORM ANALYSIS PRINT STATICS CHECK START CONCRETE DESIGN CODE IS13920 UNIT MMS NEWTON CLEAR 25 MEMB 24 TO 57 61 62 87 TO 102 105 TO 113 115 TO 122 147 TO 182 207 - 208 TO 242 267 TO 302 305 306 318 TO 327 329 TO 332 348 TO 361 CLEAR 40 MEMB 1 TO 23 64 TO 83 85 86 124 TO 143 145 146 184 TO 206 - 244 TO 266 304 310 TO 317 328 333 TO 347 FYMAIN 415 ALL FYSEC 415 ALL MAXMAIN 25 ALL MAXSEC 10 ALL MINMAIN 12 ALL MINSEC 10 ALL DESIGN BEAM 24 TO 57 61 62 87 TO 102 105 TO 113 115 TO 122 147 TO 182 207 - 208 TO 242 267 TO 302 305 306 318 TO 327 329 TO 332 348 TO 361 DESIGN COLUMN 1 TO 23 64 TO 83 85 86 124 TO 143 145 146 184 TO 206 - 244 TO 266 304 310 TO 317 328 333 TO 347 ENSH 0.0 END CONCRETE DESIGN FINISH