STADD SECONDARY BEAM ANLYSIS

Project:www.sefindia.org
Component:Miscellaneous
Category:support request
Priority:normal
Assigned:kambale001
Status:active
Description

I request sefians please go through the stadd file i uploded. I am doubtful about secondary beam design. Please guide me. It shows unsupported condition when design using RC designer in stadd pro. Also please guide me how to model cantilever beam in stadd pro.

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 02-Apr-14
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 7.5 0 0; 3 7.5 0 7.5; 4 0 0 7.5; 5 15 0 0; 6 15 0 7.5; 7 22.5 0 0;
8 22.5 0 7.5; 9 7.5 0 15; 10 0 0 15; 11 15 0 15; 12 22.5 0 15; 13 7.5 0 22.5;
14 0 0 22.5; 15 15 0 22.5; 16 22.5 0 22.5; 53 0 1.1 0; 54 7.5 1.1 0;
55 7.5 1.1 7.5; 56 0 1.1 7.5; 57 15 1.1 0; 58 15 1.1 7.5; 59 22.5 1.1 0;
60 22.5 1.1 7.5; 61 7.5 1.1 15; 62 0 1.1 15; 63 15 1.1 15; 64 22.5 1.1 15;
65 7.5 1.1 22.5; 66 0 1.1 22.5; 67 15 1.1 22.5; 68 22.5 1.1 22.5; 105 0 5.2 0;
106 7.5 5.2 0; 107 7.5 5.2 7.5; 108 0 5.2 7.5; 109 15 5.2 0; 110 15 5.2 7.5;
111 22.5 5.2 0; 112 22.5 5.2 7.5; 113 7.5 5.2 15; 114 0 5.2 15; 115 15 5.2 15;
116 22.5 5.2 15; 117 7.5 5.2 22.5; 118 0 5.2 22.5; 119 15 5.2 22.5;
120 22.5 5.2 22.5; 121 7.5 5.2 2.5; 122 7.5 5.2 5; 123 0 5.2 5; 124 0 5.2 2.5;
125 15 5.2 2.5; 126 15 5.2 5; 127 22.5 5.2 2.5; 128 22.5 5.2 5; 129 7.5 5.2 10;
130 7.5 5.2 12.5; 131 15 5.2 10; 132 15 5.2 12.5; 133 7.5 5.2 17.5;
134 7.5 5.2 20; 135 0 5.2 17.5; 136 0 5.2 20; 137 15 5.2 17.5; 138 15 5.2 20;
139 22.5 5.2 17.5; 140 22.5 5.2 20; 141 5 5.2 7.5; 142 2.5 5.2 7.5;
143 10 5.2 0; 144 12.5 5.2 0; 145 10 5.2 7.5; 146 12.5 5.2 7.5;
147 17.5 5.2 7.5; 148 20 5.2 7.5; 149 5 5.2 15; 150 2.5 5.2 15; 151 10 5.2 15;
152 12.5 5.2 15; 153 17.5 5.2 15; 154 20 5.2 15; 155 10 5.2 22.5;
156 12.5 5.2 22.5; 157 0 10.2 0; 158 7.5 10.2 0; 159 7.5 10.2 7.5;
160 0 10.2 7.5; 161 15 10.2 0; 162 15 10.2 7.5; 163 22.5 10.2 0;
164 22.5 10.2 7.5; 165 7.5 10.2 15; 166 0 10.2 15; 167 15 10.2 15;
168 22.5 10.2 15; 169 7.5 10.2 22.5; 170 0 10.2 22.5; 171 15 10.2 22.5;
172 22.5 10.2 22.5; 173 7.5 10.2 2.5; 174 7.5 10.2 5; 175 0 10.2 5;
176 0 10.2 2.5; 177 15 10.2 2.5; 178 15 10.2 5; 179 22.5 10.2 2.5;
180 22.5 10.2 5; 181 7.5 10.2 10; 182 7.5 10.2 12.5; 183 15 10.2 10;
184 15 10.2 12.5; 185 7.5 10.2 17.5; 186 7.5 10.2 20; 187 0 10.2 17.5;
188 0 10.2 20; 189 15 10.2 17.5; 190 15 10.2 20; 191 22.5 10.2 17.5;
192 22.5 10.2 20; 193 5 10.2 7.5; 194 2.5 10.2 7.5; 195 10 10.2 0;
196 12.5 10.2 0; 197 10 10.2 7.5; 198 12.5 10.2 7.5; 199 17.5 10.2 7.5;
200 20 10.2 7.5; 201 5 10.2 15; 202 2.5 10.2 15; 203 10 10.2 15;
204 12.5 10.2 15; 205 17.5 10.2 15; 206 20 10.2 15; 207 10 10.2 22.5;
208 12.5 10.2 22.5; 209 0 15.2 0; 210 7.5 15.2 0; 211 7.5 15.2 7.5;
212 0 15.2 7.5; 213 15 15.2 0; 214 15 15.2 7.5; 215 22.5 15.2 0;
216 22.5 15.2 7.5; 217 7.5 15.2 15; 218 0 15.2 15; 219 15 15.2 15;
220 22.5 15.2 15; 221 7.5 15.2 22.5; 222 0 15.2 22.5; 223 15 15.2 22.5;
224 22.5 15.2 22.5; 225 7.5 15.2 2.5; 226 7.5 15.2 5; 227 0 15.2 5;
228 0 15.2 2.5; 229 15 15.2 2.5; 230 15 15.2 5; 231 22.5 15.2 2.5;
232 22.5 15.2 5; 233 7.5 15.2 10; 234 7.5 15.2 12.5; 235 15 15.2 10;
236 15 15.2 12.5; 237 7.5 15.2 17.5; 238 7.5 15.2 20; 239 0 15.2 17.5;
240 0 15.2 20; 241 15 15.2 17.5; 242 15 15.2 20; 243 22.5 15.2 17.5;
244 22.5 15.2 20; 245 5 15.2 7.5; 246 2.5 15.2 7.5; 247 10 15.2 0;
248 12.5 15.2 0; 249 10 15.2 7.5; 250 12.5 15.2 7.5; 251 17.5 15.2 7.5;
252 20 15.2 7.5; 253 5 15.2 15; 254 2.5 15.2 15; 255 10 15.2 15;
256 12.5 15.2 15; 257 17.5 15.2 15; 258 20 15.2 15; 259 10 15.2 22.5;
260 12.5 15.2 22.5; 261 0 20.2 0; 262 7.5 20.2 0; 263 7.5 20.2 7.5;
264 0 20.2 7.5; 265 15 20.2 0; 266 15 20.2 7.5; 267 22.5 20.2 0;
268 22.5 20.2 7.5; 269 7.5 20.2 15; 270 0 20.2 15; 271 15 20.2 15;
272 22.5 20.2 15; 273 7.5 20.2 22.5; 274 0 20.2 22.5; 275 15 20.2 22.5;
276 22.5 20.2 22.5; 277 7.5 20.2 2.5; 278 7.5 20.2 5; 279 0 20.2 5;
280 0 20.2 2.5; 281 15 20.2 2.5; 282 15 20.2 5; 283 22.5 20.2 2.5;
284 22.5 20.2 5; 285 7.5 20.2 10; 286 7.5 20.2 12.5; 287 15 20.2 10;
288 15 20.2 12.5; 289 7.5 20.2 17.5; 290 7.5 20.2 20; 291 0 20.2 17.5;
292 0 20.2 20; 293 15 20.2 17.5; 294 15 20.2 20; 295 22.5 20.2 17.5;
296 22.5 20.2 20; 297 5 20.2 7.5; 298 2.5 20.2 7.5; 299 10 20.2 0;
300 12.5 20.2 0; 301 10 20.2 7.5; 302 12.5 20.2 7.5; 303 17.5 20.2 7.5;
304 20 20.2 7.5; 305 5 20.2 15; 306 2.5 20.2 15; 307 10 20.2 15;
308 12.5 20.2 15; 309 17.5 20.2 15; 310 20 20.2 15; 311 10 20.2 22.5;
312 12.5 20.2 22.5; 313 0 25.2 0; 314 7.5 25.2 0; 315 7.5 25.2 7.5;
316 0 25.2 7.5; 317 15 25.2 0; 318 15 25.2 7.5; 319 22.5 25.2 0;
320 22.5 25.2 7.5; 321 7.5 25.2 15; 322 0 25.2 15; 323 15 25.2 15;
324 22.5 25.2 15; 325 7.5 25.2 22.5; 326 0 25.2 22.5; 327 15 25.2 22.5;
328 22.5 25.2 22.5; 329 7.5 25.2 2.5; 330 7.5 25.2 5; 331 0 25.2 5;
332 0 25.2 2.5; 333 15 25.2 2.5; 334 15 25.2 5; 335 22.5 25.2 2.5;
336 22.5 25.2 5; 337 7.5 25.2 10; 338 7.5 25.2 12.5; 339 15 25.2 10;
340 15 25.2 12.5; 341 7.5 25.2 17.5; 342 7.5 25.2 20; 343 0 25.2 17.5;
344 0 25.2 20; 345 15 25.2 17.5; 346 15 25.2 20; 347 22.5 25.2 17.5;
348 22.5 25.2 20; 349 5 25.2 7.5; 350 2.5 25.2 7.5; 351 10 25.2 0;
352 12.5 25.2 0; 353 10 25.2 7.5; 354 12.5 25.2 7.5; 355 17.5 25.2 7.5;
356 20 25.2 7.5; 357 5 25.2 15; 358 2.5 25.2 15; 359 10 25.2 15;
360 12.5 25.2 15; 361 17.5 25.2 15; 362 20 25.2 15; 363 10 25.2 22.5;
364 12.5 25.2 22.5; 365 0 30.2 0; 366 7.5 30.2 0; 367 7.5 30.2 7.5;
368 0 30.2 7.5; 369 15 30.2 0; 370 15 30.2 7.5; 371 22.5 30.2 0;
372 22.5 30.2 7.5; 373 7.5 30.2 15; 374 0 30.2 15; 375 15 30.2 15;
376 22.5 30.2 15; 377 7.5 30.2 22.5; 378 0 30.2 22.5; 379 15 30.2 22.5;
380 22.5 30.2 22.5; 381 7.5 30.2 2.5; 382 7.5 30.2 5; 383 0 30.2 5;
384 0 30.2 2.5; 385 15 30.2 2.5; 386 15 30.2 5; 387 22.5 30.2 2.5;
388 22.5 30.2 5; 389 7.5 30.2 10; 390 7.5 30.2 12.5; 391 15 30.2 10;
392 15 30.2 12.5; 393 7.5 30.2 17.5; 394 7.5 30.2 20; 395 0 30.2 17.5;
396 0 30.2 20; 397 15 30.2 17.5; 398 15 30.2 20; 399 22.5 30.2 17.5;
400 22.5 30.2 20; 401 5 30.2 7.5; 402 2.5 30.2 7.5; 403 10 30.2 0;
404 12.5 30.2 0; 405 10 30.2 7.5; 406 12.5 30.2 7.5; 407 17.5 30.2 7.5;
408 20 30.2 7.5; 409 5 30.2 15; 410 2.5 30.2 15; 411 10 30.2 15;
412 12.5 30.2 15; 413 17.5 30.2 15; 414 20 30.2 15; 415 10 30.2 22.5;
416 12.5 30.2 22.5;
MEMBER INCIDENCES
97 1 53; 98 2 54; 99 3 55; 100 4 56; 101 5 57; 102 6 58; 103 7 59; 104 8 60;
105 9 61; 106 10 62; 107 11 63; 108 12 64; 109 13 65; 110 14 66; 111 15 67;
112 16 68; 149 53 54; 150 57 59; 151 56 62; 152 60 64; 153 65 66; 154 67 68;
173 53 56; 174 56 55; 175 55 58; 176 58 60; 177 59 60; 178 57 58; 179 54 55;
180 54 57; 181 62 61; 182 55 61; 183 61 63; 184 58 63; 185 63 64; 186 62 66;
187 61 65; 188 65 67; 189 63 67; 190 64 68; 191 53 105; 192 54 106; 193 55 107;
194 56 108; 195 57 109; 196 58 110; 197 59 111; 198 60 112; 199 61 113;
200 62 114; 201 63 115; 202 64 116; 203 65 117; 204 66 118; 205 67 119;
206 68 120; 243 105 106; 244 109 111; 245 108 114; 246 112 116; 247 117 118;
248 119 120; 249 135 133; 250 136 134; 251 124 121; 252 123 122; 253 125 127;
254 126 128; 255 137 139; 256 138 140; 257 129 131; 258 130 132; 259 143 145;
260 144 146; 261 142 150; 262 141 149; 263 151 155; 264 152 156; 265 147 153;
266 148 154; 267 105 108; 268 108 107; 269 107 110; 270 110 112; 271 111 112;
272 109 110; 273 106 107; 274 106 109; 275 114 113; 276 107 113; 277 113 115;
278 110 115; 279 115 116; 280 114 118; 281 113 117; 282 117 119; 283 115 119;
284 116 120; 285 105 157; 286 106 158; 287 107 159; 288 108 160; 289 109 161;
290 110 162; 291 111 163; 292 112 164; 293 113 165; 294 114 166; 295 115 167;
296 116 168; 297 117 169; 298 118 170; 299 119 171; 300 120 172; 337 157 158;
338 161 163; 339 160 166; 340 164 168; 341 169 170; 342 171 172; 343 187 185;
344 188 186; 345 176 173; 346 175 174; 347 177 179; 348 178 180; 349 189 191;
350 190 192; 351 181 183; 352 182 184; 353 195 197; 354 196 198; 355 194 202;
356 193 201; 357 203 207; 358 204 208; 359 199 205; 360 200 206; 361 157 160;
362 160 159; 363 159 162; 364 162 164; 365 163 164; 366 161 162; 367 158 159;
368 158 161; 369 166 165; 370 159 165; 371 165 167; 372 162 167; 373 167 168;
374 166 170; 375 165 169; 376 169 171; 377 167 171; 378 168 172; 379 157 209;
380 158 210; 381 159 211; 382 160 212; 383 161 213; 384 162 214; 385 163 215;
386 164 216; 387 165 217; 388 166 218; 389 167 219; 390 168 220; 391 169 221;
392 170 222; 393 171 223; 394 172 224; 431 209 210; 432 213 215; 433 212 218;
434 216 220; 435 221 222; 436 223 224; 437 239 237; 438 240 238; 439 228 225;
440 227 226; 441 229 231; 442 230 232; 443 241 243; 444 242 244; 445 233 235;
446 234 236; 447 247 249; 448 248 250; 449 246 254; 450 245 253; 451 255 259;
452 256 260; 453 251 257; 454 252 258; 455 209 212; 456 212 211; 457 211 214;
458 214 216; 459 215 216; 460 213 214; 461 210 211; 462 210 213; 463 218 217;
464 211 217; 465 217 219; 466 214 219; 467 219 220; 468 218 222; 469 217 221;
470 221 223; 471 219 223; 472 220 224; 473 209 261; 474 210 262; 475 211 263;
476 212 264; 477 213 265; 478 214 266; 479 215 267; 480 216 268; 481 217 269;
482 218 270; 483 219 271; 484 220 272; 485 221 273; 486 222 274; 487 223 275;
488 224 276; 525 261 262; 526 265 267; 527 264 270; 528 268 272; 529 273 274;
530 275 276; 531 291 289; 532 292 290; 533 280 277; 534 279 278; 535 281 283;
536 282 284; 537 293 295; 538 294 296; 539 285 287; 540 286 288; 541 299 301;
542 300 302; 543 298 306; 544 297 305; 545 307 311; 546 308 312; 547 303 309;
548 304 310; 549 261 264; 550 264 263; 551 263 266; 552 266 268; 553 267 268;
554 265 266; 555 262 263; 556 262 265; 557 270 269; 558 263 269; 559 269 271;
560 266 271; 561 271 272; 562 270 274; 563 269 273; 564 273 275; 565 271 275;
566 272 276; 567 261 313; 568 262 314; 569 263 315; 570 264 316; 571 265 317;
572 266 318; 573 267 319; 574 268 320; 575 269 321; 576 270 322; 577 271 323;
578 272 324; 579 273 325; 580 274 326; 581 275 327; 582 276 328; 619 313 314;
620 317 319; 621 316 322; 622 320 324; 623 325 326; 624 327 328; 625 343 341;
626 344 342; 627 332 329; 628 331 330; 629 333 335; 630 334 336; 631 345 347;
632 346 348; 633 337 339; 634 338 340; 635 351 353; 636 352 354; 637 350 358;
638 349 357; 639 359 363; 640 360 364; 641 355 361; 642 356 362; 643 313 316;
644 316 315; 645 315 318; 646 318 320; 647 319 320; 648 317 318; 649 314 315;
650 314 317; 651 322 321; 652 315 321; 653 321 323; 654 318 323; 655 323 324;
656 322 326; 657 321 325; 658 325 327; 659 323 327; 660 324 328; 661 313 365;
662 314 366; 663 315 367; 664 316 368; 665 317 369; 666 318 370; 667 319 371;
668 320 372; 669 321 373; 670 322 374; 671 323 375; 672 324 376; 673 325 377;
674 326 378; 675 327 379; 676 328 380; 713 365 366; 714 369 371; 715 368 374;
716 372 376; 717 377 378; 718 379 380; 719 395 393; 720 396 394; 721 384 381;
722 383 382; 723 385 387; 724 386 388; 725 397 399; 726 398 400; 727 389 391;
728 390 392; 729 403 405; 730 404 406; 731 402 410; 732 401 409; 733 411 415;
734 412 416; 735 407 413; 736 408 414; 737 365 368; 738 368 367; 739 367 370;
740 370 372; 741 371 372; 742 369 370; 743 366 367; 744 366 369; 745 374 373;
746 367 373; 747 373 375; 748 370 375; 749 375 376; 750 374 378; 751 373 377;
752 377 379; 753 375 379; 754 376 380;
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
97 TO 112 PRIS YD 0.6 ZD 0.6
191 TO 206 285 TO 300 379 TO 394 473 TO 488 567 TO 582 661 TO 675 -
676 PRIS YD 0.5 ZD 0.5
149 TO 154 173 TO 190 243 TO 248 267 TO 284 337 TO 342 361 TO 378 431 TO 436 -
455 TO 472 525 TO 530 549 TO 566 619 TO 624 643 TO 660 713 TO 718 -
737 TO 754 PRIS YD 0.6 ZD 0.3
249 TO 266 343 TO 360 437 TO 454 531 TO 548 625 TO 642 719 TO 735 -
736 PRIS YD 0.6 ZD 0.2
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 16 FIXED
SLAVE RIGID MASTER 53 JOINT 53 TO 68
SLAVE RIGID MASTER 105 JOINT 105 TO 156
SLAVE RIGID MASTER 157 JOINT 157 TO 208
SLAVE RIGID MASTER 209 JOINT 209 TO 260
SLAVE RIGID MASTER 261 JOINT 261 TO 312
SLAVE RIGID MASTER 313 JOINT 313 TO 364
SLAVE RIGID MASTER 365 JOINT 365 TO 416
DEFINE 1893 LOAD
ZONE 0.16 RF 3 I 1 SS 2 ST 1 DM 0.05
SELFWEIGHT 1
MEMBER WEIGHT
149 TO 154 173 177 180 186 188 190 UNI 17
243 TO 248 267 271 274 280 282 284 337 TO 342 361 365 368 374 376 378 431 -
432 TO 436 455 459 462 468 470 472 525 TO 530 549 553 556 562 564 566 619 -
620 TO 624 643 647 650 656 658 660 UNI 21.34
713 TO 718 737 741 744 750 752 754 UNI 4.85
FLOOR WEIGHT
YRANGE 1 1.2 FLOAD 1
YRANGE 4 25.3 FLOAD 3.5
YRANGE 30.1 30.3 FLOAD 5.5
YRANGE 1 25.3 FLOAD 1
YRANGE 30.1 30.3 FLOAD 0.375
LOAD 1 LOADTYPE Seismic TITLE +X
1893 LOAD X 1
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic TITLE -X
1893 LOAD X -1
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Seismic TITLE Z
1893 LOAD Z 1
PERFORM ANALYSIS
CHANGE
LOAD 4 LOADTYPE Seismic TITLE -Z
1893 LOAD Z -1
PERFORM ANALYSIS
CHANGE
LOAD 5 LOADTYPE Dead TITLE DEAD
SELFWEIGHT Y -1
MEMBER LOAD
149 TO 154 173 177 180 186 188 190 UNI GY -17
243 TO 248 267 271 274 280 282 284 337 TO 342 361 365 368 374 376 378 431 -
432 TO 436 455 459 462 468 470 472 525 TO 530 549 553 556 562 564 566 619 -
620 TO 624 643 647 650 656 658 660 UNI GY -21.34
713 TO 718 737 741 744 750 752 754 UNI GY -4.85
FLOOR LOAD
YRANGE 1 1.2 FLOAD -1 GY
YRANGE 4 25.3 FLOAD -3.5 GY
YRANGE 30.1 30.3 FLOAD -5.5 GY
LOAD 6 LOADTYPE Live TITLE LIVE
FLOOR LOAD
YRANGE 1 25.3 FLOAD -4 GY
LOAD 7 LOADTYPE Roof Live TITLE RL
FLOOR LOAD
YRANGE 30.1 30.3 FLOAD -1.5 GY
LOAD COMB 8 GENERATED INDIAN CODE GENRAL_STRUCTURES 1
5 1.5 6 1.5
LOAD COMB 9 GENERATED INDIAN CODE GENRAL_STRUCTURES 2
5 1.2 6 1.2
LOAD COMB 10 GENERATED INDIAN CODE GENRAL_STRUCTURES 3
5 1.2 6 1.2 1 1.2
LOAD COMB 11 GENERATED INDIAN CODE GENRAL_STRUCTURES 4
5 1.2 6 1.2 2 1.2
LOAD COMB 12 GENERATED INDIAN CODE GENRAL_STRUCTURES 5
5 1.2 6 1.2 3 1.2
LOAD COMB 13 GENERATED INDIAN CODE GENRAL_STRUCTURES 6
5 1.2 6 1.2 4 1.2
LOAD COMB 14 GENERATED INDIAN CODE GENRAL_STRUCTURES 7
5 1.2 6 1.2 1 -1.2
LOAD COMB 15 GENERATED INDIAN CODE GENRAL_STRUCTURES 8
5 1.2 6 1.2 2 -1.2
LOAD COMB 16 GENERATED INDIAN CODE GENRAL_STRUCTURES 9
5 1.2 6 1.2 3 -1.2
LOAD COMB 17 GENERATED INDIAN CODE GENRAL_STRUCTURES 10
5 1.2 6 1.2 4 -1.2
LOAD COMB 18 GENERATED INDIAN CODE GENRAL_STRUCTURES 11
5 1.5
LOAD COMB 19 GENERATED INDIAN CODE GENRAL_STRUCTURES 12
5 1.5 1 1.5
LOAD COMB 20 GENERATED INDIAN CODE GENRAL_STRUCTURES 13
5 1.5 2 1.5
LOAD COMB 21 GENERATED INDIAN CODE GENRAL_STRUCTURES 14
5 1.5 3 1.5
LOAD COMB 22 GENERATED INDIAN CODE GENRAL_STRUCTURES 15
5 1.5 4 1.5
LOAD COMB 23 GENERATED INDIAN CODE GENRAL_STRUCTURES 16
5 1.5 1 -1.5
LOAD COMB 24 GENERATED INDIAN CODE GENRAL_STRUCTURES 17
5 1.5 2 -1.5
LOAD COMB 25 GENERATED INDIAN CODE GENRAL_STRUCTURES 18
5 1.5 3 -1.5
LOAD COMB 26 GENERATED INDIAN CODE GENRAL_STRUCTURES 19
5 1.5 4 -1.5
LOAD COMB 27 GENERATED INDIAN CODE GENRAL_STRUCTURES 20
5 0.9 1 1.5
LOAD COMB 28 GENERATED INDIAN CODE GENRAL_STRUCTURES 21
5 0.9 2 1.5
LOAD COMB 29 GENERATED INDIAN CODE GENRAL_STRUCTURES 22
5 0.9 3 1.5
LOAD COMB 30 GENERATED INDIAN CODE GENRAL_STRUCTURES 23
5 0.9 4 1.5
LOAD COMB 31 GENERATED INDIAN CODE GENRAL_STRUCTURES 24
5 0.9 1 -1.5
LOAD COMB 32 GENERATED INDIAN CODE GENRAL_STRUCTURES 25
5 0.9 2 -1.5
LOAD COMB 33 GENERATED INDIAN CODE GENRAL_STRUCTURES 26
5 0.9 3 -1.5
LOAD COMB 34 GENERATED INDIAN CODE GENRAL_STRUCTURES 27
5 0.9 4 -1.5
PERFORM ANALYSIS
PRINT SUPPORT REACTION
START CONCRETE DESIGN
CODE INDIAN
BRACE 0 MEMB 97 TO 112 191 TO 206 285 TO 300 379 TO 394 473 TO 488 -
567 TO 582 661 TO 676
BRACE 1 MEMB 149 TO 154 173 TO 190 243 TO 284 337 TO 378 431 TO 472 -
525 TO 566 619 TO 660 713 TO 754
CLEAR 0.025 MEMB 149 TO 154 173 TO 190 243 TO 284 337 TO 378 431 TO 472 525 -
526 TO 566 619 TO 660 713 TO 754
CLEAR 0.04 MEMB 97 TO 112 191 TO 206 285 TO 300 379 TO 394 473 TO 488 567 -
568 TO 582 661 TO 676
ENSH 0 ALL
FC 27386 MEMB 97 TO 112 191 TO 206 285 TO 300
FC 25000 MEMB 379 TO 394 473 TO 488 567 TO 582 661 TO 676
FYMAIN 415000 ALL
FYSEC 415000 ALL
MAXMAIN 20 ALL
MAXSEC 8 ALL
METHOD 1 MEMB 97 TO 112 191 TO 206 285 TO 300 379 TO 394 473 TO 488 -
567 TO 582 661 TO 676
MINMAIN 12 ALL
MINSEC 6 ALL
REINF 0 MEMB 97 TO 112 191 TO 206 285 TO 300 379 TO 394 473 TO 488 -
567 TO 582 661 TO 676
RFACE 4 MEMB 97 TO 112 191 TO 206 285 TO 300 379 TO 394 473 TO 488 -
567 TO 582 661 TO 676
TORSION 0 MEMB 149 TO 154 173 TO 190 243 TO 284 337 TO 378 431 TO 472 525 -
526 TO 566 619 TO 660 713 TO 754
TRACK 2 ALL
DESIGN BEAM 149 TO 154 173 TO 190 243 TO 284 337 TO 378 431 TO 472 -
525 TO 566 619 TO 660 713 TO 754
DESIGN COLUMN 97 TO 112 191 TO 206 285 TO 300 379 TO 394 473 TO 488 -
567 TO 582 661 TO 676
CONCRETE TAKE
END CONCRETE DESIGN
FINISH