STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 12-Mar-16
END JOB INFORMATION
INPUT WIDTH 79
SET SHEAR
UNIT METER KN
JOINT COORDINATES
7 0 3 0; 8 5.68 3 0; 9 8.19 3 0; 10 12.48 3 0; 11 17.46 3 0; 13 0 6 0;
14 5.68 6 0; 15 8.19 6 0; 16 12.48 6 0; 17 17.46 6 0; 31 0 3 4.98;
32 5.68 3 4.98; 33 8.19 3 4.98; 34 12.48 3 4.98; 35 17.46 3 4.98;
36 18.96 3 4.98; 37 0 6 4.98; 38 5.68 6 4.98; 39 8.19 6 4.98; 41 17.46 6 4.98;
55 0 3 7.76; 56 5.68 3 7.76; 61 0 6 7.76; 62 5.68 6 7.76; 81 8.19 3 9.94;
82 12.48 3 9.94; 88 12.48 6 9.94; 89 17.46 6 9.94; 103 0 3 11.44;
104 5.68 3 11.44; 105 8.19 3 11.44; 106 12.48 3 11.44; 107 17.46 3 11.44;
108 18.96 3 11.44; 109 0 6 11.44; 110 5.68 6 11.44; 111 8.19 6 11.44;
112 12.48 6 11.44; 121 8.19 6 9.94; 128 5.68 0.2 4.98; 129 8.19 0.2 4.98;
130 12.48 0.2 4.98; 131 17.46 0.2 4.98; 132 18.96 0.2 4.98; 134 5.68 0.2 7.76;
135 8.19 0.2 9.94; 136 12.48 0.2 9.94; 138 5.68 0.2 11.44; 139 8.19 0.2 11.44;
140 12.48 0.2 11.44; 141 17.46 0.2 11.44; 142 18.96 0.2 11.44;
149 5.68 -1 4.98; 150 8.19 -1 4.98; 151 12.48 -1 4.98; 152 17.46 -1 4.98;
153 18.96 -1 4.98; 155 5.68 -1 7.76; 156 8.19 -1 9.94; 157 12.48 -1 9.94;
159 5.68 -1 11.44; 160 8.19 -1 11.44; 161 12.48 -1 11.44; 162 17.46 -1 11.44;
163 18.96 -1 11.44; 169 0 1.8 0; 170 5.68 1.8 0; 171 8.19 1.8 0;
172 12.48 1.8 0; 173 17.46 1.8 0; 174 0 1.8 4.98; 175 0 1.8 7.76;
176 0 1.8 11.44; 177 9.29 6 0; 178 9.29 6 4.98; 179 3.79 6 0; 180 3.79 6 4.98;
181 9.29 3 0; 182 9.29 3 4.98; 183 18.96 5.5 4.98; 184 17.46 5.5 4.98;
185 12.48 5.5 11.44; 186 18.96 5.5 11.44; 187 17.46 5.5 11.44; 197 0 8.5 0;
198 5.68 8.5 0; 199 8.19 8.5 0; 200 12.48 8.5 0; 201 0 8.5 4.98;
205 17.46 8.5 4.98; 206 0 8.5 7.76; 209 17.46 8.5 9.94; 210 0 8.5 11.44;
211 5.68 8.5 11.44; 212 8.19 8.5 11.44; 213 12.48 8.5 11.44;
215 12.48 8.5 9.94; 216 12.48 8.5 4.98; 219 12.48 10 7.46;
221 5.72 10.792 5.72; 222 6.76 10.792 5.72; 228 17.46 10 7.46;
236 3.68 9.97457 7.76; 238 5.70573 9.9745 7.76018; 240 5.71482 10.4954 4.97976;
241 4.98 10.4955 4.98; 242 8.19 10.219 4.29; 250 8.19 10.219 7.15;
251 8.19 10.219 4.98; 258 10.98 9.10105 9.94; 259 8.19 9.10105 9.94;
263 6.945 10.4955 4.98; 278 12.48 5.5 4.98; 281 12.48 2.5 4.98;
282 12.48 6 4.98; 283 0 3.11 0; 284 17.46 3.11 0; 285 0 6.11 0;
286 12.48 6.11 0; 288 17.46 3.11 4.98; 289 18.96 3.11 4.98;
290 17.46 6.11 4.98; 291 12.48 6.11 9.94; 292 17.46 6.11 9.94;
293 0 3.11 11.44; 294 17.46 3.11 11.44; 295 18.96 3.11 11.44; 296 0 6.11 11.44;
297 12.48 6.11 11.44; 298 5.68 0.31 4.98; 299 18.96 0.31 4.98;
300 5.68 0.31 11.44; 301 18.96 0.31 11.44; 303 12.48 5.61 11.44;
305 17.46 5.61 11.44; 306 18.96 5.5 9.94;
MEMBER INCIDENCES
1 7 8; 2 8 9; 3 9 181; 4 10 11; 6 13 179; 7 14 15; 8 15 177; 9 16 17;
11 197 198; 13 199 200; 22 7 283; 23 8 14; 24 9 15; 25 10 16; 26 11 284;
28 13 285; 29 14 198; 30 15 199; 31 16 286; 34 31 32; 35 32 33; 36 33 182;
37 34 35; 38 35 36; 39 37 180; 40 38 39; 41 39 178; 47 216 205; 55 31 37;
56 32 38; 59 35 288; 60 36 289; 61 37 201; 65 41 290; 67 55 56; 72 61 62;
88 55 61; 89 56 62; 94 61 206; 102 81 82; 108 88 89; 124 82 88; 130 88 291;
131 89 292; 133 103 104; 134 104 105; 135 105 106; 136 106 107; 137 107 108;
138 109 110; 139 110 111; 140 111 112; 143 210 211; 145 212 213; 154 103 293;
155 104 110; 156 105 111; 157 106 185; 159 108 295; 160 109 296; 161 110 211;
162 111 212; 163 112 297; 166 7 31; 167 8 32; 169 10 34; 170 11 35; 172 13 37;
173 14 38; 176 17 41; 178 197 201; 184 31 55; 185 32 56; 190 37 61; 191 38 62;
223 82 106; 229 88 112; 235 215 213; 244 55 103; 245 56 104; 247 89 41;
250 110 62; 251 109 61; 253 210 206; 258 107 35; 259 82 34; 264 215 209;
265 111 121; 266 121 39; 267 88 121; 268 105 81; 269 81 33; 276 128 298;
277 129 33; 278 130 281; 279 131 35; 280 132 299; 282 134 56; 283 81 135;
284 136 82; 286 138 300; 287 139 105; 288 140 106; 289 141 107; 290 142 301;
296 128 129; 297 129 130; 298 130 131; 299 131 132; 301 135 136; 303 138 139;
304 139 140; 305 140 141; 306 141 142; 313 128 134; 314 136 140; 317 134 138;
318 141 131; 319 136 130; 320 139 135; 321 135 129; 328 128 149; 329 129 150;
330 130 151; 331 131 152; 332 132 153; 334 134 155; 335 135 156; 336 136 157;
338 138 159; 339 139 160; 340 140 161; 341 141 162; 342 142 163; 344 185 187;
354 186 306; 355 187 186; 357 108 36; 358 142 132; 359 7 169; 360 8 170;
361 9 171; 362 10 172; 363 11 173; 364 31 174; 365 55 175; 366 103 176;
368 177 16; 370 177 178; 371 179 14; 372 180 38; 373 181 10; 374 182 34;
375 181 182; 377 184 41; 378 185 303; 380 187 294; 381 89 187; 382 183 41;
426 216 219; 427 219 215; 436 198 199; 437 211 212; 447 201 206; 467 205 209;
477 206 236; 481 236 238; 484 240 198; 487 201 241; 489 221 240; 492 199 242;
503 250 259; 508 240 241; 509 251 216; 519 215 258; 520 259 212; 522 259 258;
534 240 263; 535 263 251; 540 200 216; 542 242 251; 543 251 250; 579 216 278;
584 281 34; 588 278 34; 589 88 282; 590 178 282; 591 282 16; 592 282 41;
601 283 13; 602 284 17; 603 285 197; 604 286 200; 606 288 184; 607 289 183;
608 290 205; 609 291 215; 610 292 209; 611 293 109; 612 294 107; 613 295 186;
614 296 210; 615 297 213; 616 298 32; 617 299 36; 618 300 104; 619 301 108;
621 303 112; 632 306 183; 633 89 306; 672 221 238; 673 238 211; 680 38 240;
681 39 251; 682 62 238; 683 259 121; 684 39 33; 685 121 81;
ELEMENT INCIDENCES SHELL
634 197 241 240 198; 636 210 236 238 211; 637 238 259 212 211;
638 259 258 213 212; 641 241 221 236; 642 197 241 201; 643 241 240 221;
644 258 215 213; 645 199 242 200; 646 215 219 216; 647 205 228 209;
650 222 263 251 250; 653 242 200 216 251; 654 251 250 258 215; 655 251 216 215;
656 201 206 236 241; 657 206 236 210; 658 236 221 238; 659 219 228 209 215;
660 219 228 205 216; 662 250 259 258; 663 221 222 259 238; 664 222 250 259;
667 221 222 263; 668 263 222 242; 669 199 263 242; 670 240 263 199 198;
671 221 263 240; 674 41 183 306 89; 675 89 306 186 187; 676 89 88 185 305;
START GROUP DEFINITION
FLOOR
_BASEMENTFLOOR 35 TO 38 59 60 102 134 TO 137 159 185 223 245 258 259 268 269 -
357 374 584 612
END GROUP DEFINITION
ELEMENT PROPERTY
634 636 TO 638 641 TO 647 650 653 TO 660 662 TO 664 667 TO 671 674 TO 675 -
676 THICKNESS 0.12
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
22 TO 26 28 TO 31 55 56 59 61 65 88 89 94 124 130 131 154 TO 157 160 TO 163 -
247 258 259 266 269 276 TO 279 282 TO 284 286 TO 289 318 319 321 328 TO 331 -
334 TO 336 338 TO 341 359 TO 366 377 378 380 579 584 588 601 TO 604 606 608 -
609 611 612 614 TO 616 618 621 680 TO 685 PRIS YD 0.25 ZD 0.5
2 7 11 13 35 38 40 47 134 137 139 143 145 178 184 185 190 191 223 229 235 -
244 245 250 251 253 264 265 268 296 299 303 306 313 314 317 320 354 357 358 -
381 382 426 427 436 437 447 467 477 481 484 487 489 492 503 508 509 519 520 -
522 534 535 540 542 543 632 633 672 673 PRIS YD 0.4 ZD 0.25
1 3 4 6 8 9 34 36 37 39 41 67 72 102 108 133 135 136 138 140 166 167 169 170 -
172 173 176 267 297 298 301 304 305 344 355 368 370 TO 375 589 TO 591 -
592 PRIS YD 0.45 ZD 0.25
MEMBER PROPERTY AMERICAN
60 159 280 290 332 342 607 610 613 617 619 PRIS YD 0.23 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
MEMBER RELEASE
108 START MZ
247 START MZ
108 END MZ
247 END MZ
370 START MZ
370 END MZ
375 START MZ
375 END MZ
SUPPORTS
149 TO 153 155 TO 157 159 TO 163 169 TO 176 FIXED
MEMBER OFFSET
166 172 178 184 190 244 251 253 265 266 268 269 320 321 447 492 503 520 542 -
543 START -0.115 0 0
166 172 178 184 190 244 251 253 265 266 268 269 320 321 447 492 503 520 542 -
543 END -0.115 0 0
131 167 169 170 173 176 185 191 223 229 235 245 247 250 258 259 313 314 317 -
318 TO 319 381 426 427 467 484 489 540 589 591 START 0.115 0 0
167 169 170 173 176 185 191 223 229 235 245 247 250 258 259 313 314 -
317 TO 319 426 427 467 484 489 540 589 591 END 0.115 0 0
LOAD 1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 
FLOOR LOAD
YRANGE 4 6 FLOAD -3 GY
FLOOR LOAD
YRANGE 2 4 FLOAD -3 XRANGE 5 25  ZRANGE 4 25  GY
MEMBER LOAD
370 375 UNI GY -7.5
ELEMENT LOAD
634 636 TO 638 641 TO 647 650 653 TO 660 662 TO 664 667 TO 671 PR GY -0.75
MEMBER LOAD
1 TO 4 6 TO 9 34 TO 41 67 72 102 108 133 TO 140 166 167 169 170 172 173 176 -
184 185 190 191 223 229 244 245 247 250 251 258 259 265 TO 269 296 TO 299 -
301 303 TO 306 313 314 317 TO 321 344 354 355 357 358 368 370 TO 375 589 -
590 TO 592 632 UNI GY -15
LOAD 2 LOADTYPE Live  TITLE LL
FLOOR LOAD
YRANGE 2 6 FLOAD -2.2 GY
YRANGE 0 2 FLOAD -2.5 GY
ELEMENT LOAD
674 TO 676 PR GY -3
LOAD COMB 3 GENERATED INDIAN CODE GENRAL_STRUCTURES 1
1 1.5 2 1.5 
LOAD COMB 4 GENERATED INDIAN CODE GENRAL_STRUCTURES 2
1 1.2 2 1.2 
LOAD COMB 5 GENERATED INDIAN CODE GENRAL_STRUCTURES 3
1 1.5 
LOAD COMB 6 GENERATED INDIAN CODE GENRAL_STRUCTURES 4
1 0.9 
PERFORM ANALYSIS
*PERFORM ANALYSIS PRINT ALL
LOAD LIST 3 TO 6
START CONCRETE DESIGN
CODE INDIAN
FYSEC 500000 ALL
FYMAIN 500000 ALL
ENSH 1 MEMB 3 8 36 41 489 508 542
DESIGN BEAM 1 TO 4 6 TO 9 11 13 34 TO 41 47 67 72 102 108 133 TO 140 143 145 -
166 167 169 170 172 173 176 178 184 185 190 191 223 229 235 244 245 247 250 -
251 253 258 259 264 TO 269 296 TO 299 301 303 TO 306 313 314 317 TO 321 344 -
354 355 357 358 368 371 TO 375 426 427 436 437 447 467 477 481 484 487 489 -
492 503 508 509 519 520 522 534 535 540 542 543 589 TO 592 632 672 673
CONCRETE TAKE
*RATIO 6 ALL
DESIGN COLUMN 22 TO 26 28 TO 31 55 56 59 TO 61 65 88 89 94 124 130 131 154 -
155 TO 157 159 TO 163 276 TO 280 282 TO 284 286 TO 290 328 TO 332 334 TO 336 -
338 TO 342 359 TO 366 377 378 380 579 584 588 601 TO 604 606 TO 619 621 681 -
683
DESIGN ELEMENT 634 636 TO 638 641 TO 647 650 653 TO 660 662 TO 664 -
667 TO 671 674 TO 676
CONCRETE TAKE
MINMAIN 16 MEMB 55 61 279 331 359 364 377 606 608
END CONCRETE DESIGN
PERFORM ANALYSIS PRINT ALL
FINISH
