STAAD SPACE DXF IMPORT OF STAAD SKELETON.DXF
START JOB INFORMATION
ENGINEER DATE 15-Mar-21
JOB NAME RESIDENTIAL TWO STOREY_STAAD MODEL
JOB CLIENT CE2L
ENGINEER NAME VELLEAN BLANCHE ANCHETA
END JOB INFORMATION
SET NL 4
UNIT METER KN
JOINT COORDINATES
1 1.56348e-08 0 -7.15; 2 11 0 -7.15; 3 11 0 -0.15;
4 1.56348e-08 0 -0.15; 5 3 0 -7.15; 6 3 0 -4.15; 7 7 0 -4.15;
8 7 0 -7.15; 9 11 0 -4.15; 10 3 0 -0.15; 11 7 0 -0.15;
13 1.56348e-08 0 -2.15; 17 1.56348e-08 3.4 -7.15; 18 11 3.4 -7.15;
19 11 3.4 -0.15; 20 1.56348e-08 3.4 -0.15; 21 3 3.4 -7.15;
22 3 3.4 -4.15; 23 7 3.4 -4.15; 24 7 3.4 -7.15; 25 11 3.4 -4.15;
26 3 3.4 -0.15; 27 7 3.4 -0.15; 28 1.56348e-08 3.4 -4.15;
29 1.56348e-08 3.4 -2.15; 30 7 3.4 -2.15; 31 1.56348e-08 3.4 -5.65;
32 11 3.4 -5.65; 36 3 3.4 -5.65; 37 7 3.4 -5.65; 38 3 3.4 -2.15;
39 1.56348e-08 6.8 -7.15; 40 3 6.8 -7.15; 41 11 6.8 -7.15;
44 1.56348e-08 6.8 -0.15; 45 3 6.8 -0.15; 47 3 6.8 -4.15;
48 7 6.8 -4.15; 50 11 6.8 -4.15; 53 7 6.8 -7.15; 54 11 6.8 -0.15;
55 1.56348e-08 6.8 -2.15; 57 7 6.8 -0.15; 182 5.5 6.9 -7.15;
183 5.5 6.9 -6.65; 184 5.5 6.9 -8.15; 185 5.5 6.9 -0.15;
186 5.5 6.9 0.85; 187 5.5 6.9 -3.65; 188 5.5 6.9 -2.65;
189 5.5 7.05 -8.15; 190 5.5 7.46111 -7.15; 191 5.5 8.9 -3.65;
192 5.5 8.48889 -2.65; 193 5.5 7.05 0.85; 194 5.5 6.9 -1.65;
195 5.5 6.9 -0.65; 196 5.5 7.46111 -0.15; 197 5.5 7.66667 -0.65;
198 5.5 8.07778 -1.65; 199 5.5 6.9 -4.65; 200 5.5 6.9 -5.65;
201 5.5 7.66667 -6.65; 202 5.5 8.07778 -5.65; 203 5.5 8.48889 -4.65;
204 3.5 6.9 -3.65; 205 2.79289 6.9 -2.94289; 206 1.56348e-08 6.9 -0.15;
207 -0.0353553 6.9 -0.114645; 208 3.5 8.9 -3.65; 209 -1 7.05 0.85;
210 -1 6.9 0.85; 211 2.79289 8.6093 -2.94289; 212 2.08579 6.9 -2.23579;
213 1.37868 6.9 -1.52868; 214 0.671573 6.9 -0.821573;
215 -0.0353614 7.44657 -0.114639; 216 0.671579 7.7372 -0.821579;
217 1.37869 8.0279 -1.52869; 218 2.08579 8.3186 -2.23579;
219 2.79289 6.9 -4.35711; 220 1.56348e-08 6.9 -7.15;
221 -0.0353553 6.9 -7.18536; 222 -1 7.05 -8.15; 223 -1 6.9 -8.15;
224 2.79289 8.6093 -4.35711; 225 2.08579 6.9 -5.06421;
226 1.37868 6.9 -5.77132; 227 0.671573 6.9 -6.47843;
228 -0.0353614 7.44657 -7.18536; 229 0.671579 7.7372 -6.47842;
230 1.37869 8.0279 -5.77131; 231 2.08579 8.3186 -5.06421;
232 7.5 6.9 -3.65; 233 8.20711 6.9 -2.94289; 234 11 6.9 -0.15;
235 11.0354 6.9 -0.114645; 236 7.5 8.9 -3.65; 237 12 7.05 0.85;
238 12 6.9 0.85; 239 8.20711 8.6093 -2.94289; 240 8.91421 6.9 -2.23579;
241 9.62132 6.9 -1.52868; 242 10.3284 6.9 -0.821573;
243 11.0354 7.44657 -0.114639; 244 10.3284 7.7372 -0.821579;
245 9.62132 8.0279 -1.52869; 246 8.91421 8.3186 -2.23579;
247 8.20711 6.9 -4.35711; 248 11 6.9 -7.15; 249 11.0354 6.9 -7.18536;
250 12 7.05 -8.15; 251 12 6.9 -8.15; 252 8.20711 8.6093 -4.35711;
253 8.91421 6.9 -5.06421; 254 9.62132 6.9 -5.77132;
255 10.3284 6.9 -6.47843; 256 11.0354 7.44657 -7.18536;
257 10.3284 7.7372 -6.47842; 258 9.62132 8.0279 -5.77131;
259 8.91421 8.3186 -5.06421; 260 11 6.9 -3.65; 261 10.5 6.9 -3.65;
262 12 6.9 -3.65; 263 12 7.05 -3.65; 264 8.5 8.48889 -3.65;
265 9.5 6.9 -3.65; 266 8.5 6.9 -3.65; 267 11 7.46111 -3.65;
268 10.5 7.66667 -3.65; 269 9.5 8.07778 -3.65; 270 0 6.9 -3.65;
271 0.5 6.9 -3.65; 272 -1 6.9 -3.65; 273 -1 7.05 -3.65;
274 2.5 8.48889 -3.65; 275 1.5 6.9 -3.65; 276 2.5 6.9 -3.65;
277 0 7.46111 -3.65; 278 0.5 7.66667 -3.65; 279 1.5 8.07778 -3.65;
280 -0.0353553 6.8 -7.18536; 281 1.56348e-08 6.8 -3.65;
282 -0.0353553 6.8 -0.114645; 283 5.5 6.8 -0.15;
284 11.0353 6.8 -0.114645; 285 11 6.8 -3.65; 286 11.0353 6.8 -7.18536;
287 5.5 6.8 -7.15;
MEMBER INCIDENCES
1 1 5; 2 2 9; 3 1 13; 4 4 10; 5 5 6; 6 6 7; 7 7 8; 8 7 9; 9 6 10;
10 7 11; 14 17 21; 15 18 32; 16 17 31; 17 20 26; 18 21 36; 19 22 23;
20 23 37; 21 23 25; 22 22 38; 23 23 30; 24 22 28; 25 29 38; 26 31 36;
27 17 1; 28 21 5; 29 24 8; 30 18 2; 31 29 13; 32 20 4; 33 22 6;
34 26 10; 35 27 11; 36 19 3; 37 25 9; 38 23 7; 39 8 2; 40 5 8; 41 9 3;
43 13 4; 46 11 3; 47 10 11; 55 24 18; 56 21 24; 57 25 19; 58 32 25;
59 29 20; 60 28 29; 61 31 28; 62 27 19; 63 26 27; 64 36 22; 65 37 24;
66 38 26; 67 30 27; 68 38 30; 69 37 32; 70 36 37; 71 39 40; 74 44 45;
76 47 48; 78 48 50; 81 53 41; 82 40 287; 83 50 285; 88 57 54; 89 45 283;
94 39 17; 95 41 18; 96 53 24; 97 40 21; 98 50 25; 99 54 19; 100 48 23;
101 47 22; 102 40 47; 103 53 48; 104 41 50; 105 44 20; 106 45 26;
107 57 27; 108 55 29; 109 47 45; 110 48 57; 111 39 281; 334 182 183;
335 182 184; 336 185 186; 337 187 188; 338 189 190; 339 191 192;
340 193 186; 341 189 184; 342 191 187; 343 188 194; 344 194 195;
345 195 185; 346 196 193; 347 197 196; 348 198 197; 349 192 198;
350 192 188; 351 198 194; 352 197 195; 353 196 185; 354 187 192;
355 188 198; 356 194 197; 357 195 196; 358 185 193; 359 199 187;
360 200 199; 361 183 200; 362 190 201; 363 201 202; 364 202 203;
365 203 191; 366 203 199; 367 202 200; 368 201 183; 369 190 182;
370 187 203; 371 199 202; 372 200 201; 373 183 190; 374 182 189;
375 204 205; 376 206 207; 377 208 204; 378 209 210; 379 208 211;
380 205 212; 381 212 213; 382 213 214; 383 214 206; 384 207 210;
385 215 209; 386 216 215; 387 217 216; 388 218 217; 389 211 218;
390 211 205; 391 218 212; 392 217 213; 393 216 214; 394 215 207;
395 204 211; 396 205 218; 397 212 217; 398 213 216; 399 214 215;
400 207 209; 401 204 219; 402 220 221; 403 222 223; 404 208 224;
405 219 225; 406 225 226; 407 226 227; 408 227 220; 409 221 223;
410 228 222; 411 229 228; 412 230 229; 413 231 230; 414 224 231;
415 224 219; 416 231 225; 417 230 226; 418 229 227; 419 228 221;
420 204 224; 421 219 231; 422 225 230; 423 226 229; 424 227 228;
425 221 222; 426 232 233; 427 234 235; 428 236 232; 429 237 238;
430 236 239; 431 233 240; 432 240 241; 433 241 242; 434 242 234;
435 235 238; 436 243 237; 437 244 243; 438 245 244; 439 246 245;
440 239 246; 441 239 233; 442 246 240; 443 245 241; 444 244 242;
445 243 235; 446 232 239; 447 233 246; 448 240 245; 449 241 244;
450 242 243; 451 235 237; 452 232 247; 453 248 249; 454 250 251;
455 236 252; 456 247 253; 457 253 254; 458 254 255; 459 255 248;
460 249 251; 461 256 250; 462 257 256; 463 258 257; 464 259 258;
465 252 259; 466 252 247; 467 259 253; 468 258 254; 469 257 255;
470 256 249; 471 232 252; 472 247 259; 473 253 258; 474 254 257;
475 255 256; 476 249 250; 477 260 261; 478 260 262; 479 263 262;
480 236 264; 481 261 265; 482 265 266; 484 266 232; 485 267 263;
486 268 267; 487 269 268; 488 264 269; 489 264 266; 490 269 265;
491 268 261; 492 267 260; 493 232 264; 494 266 269; 495 265 268;
496 261 267; 497 260 263; 498 270 271; 499 270 272; 500 273 272;
501 208 274; 502 271 275; 503 275 276; 505 276 204; 506 277 273;
507 278 277; 508 279 278; 509 274 279; 510 274 276; 511 279 275;
512 278 271; 513 277 270; 514 204 274; 515 276 279; 516 275 278;
517 271 277; 518 270 273; 519 208 191; 520 191 236; 521 204 187;
522 187 232; 523 236 204; 524 221 280; 525 281 44; 526 270 281;
527 207 282; 528 283 57; 529 185 283; 530 235 284; 531 285 54;
532 260 285; 533 249 286; 534 287 53; 535 182 287; 540 228 215;
541 229 216; 542 230 217; 543 231 218; 544 224 211; 545 211 239;
546 218 246; 547 217 245; 548 216 244; 549 215 243; 550 252 239;
551 259 246; 552 258 245; 553 257 244; 554 256 243; 555 250 237;
556 209 237; 557 222 209; 558 250 222; 560 259 231; 561 258 230;
562 257 229; 563 256 228; 565 252 224;
START GROUP DEFINITION
FLOOR
_ONEWAY 14 TO 16 18 TO 24 26 55 56 58 61 63 TO 70
_TWOWAY 17 22 24 25 59 60 66
END GROUP DEFINITION
START USER TABLE
TABLE 1
UNIT METER KN
CHANNEL
CEE50X100X1.2MM
0.00023712 0.1 0.0012 0.05 0.0012 3.85829e-07 6.03018e-08 1.13818e-10 -
0.0129482 0.00012 8e-05
END
DEFINE MATERIAL START
ISOTROPIC 3000PSI
E 2.1538e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
G 9.28141e+06
TYPE CONCRETE
STRENGTH FCU 21000
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
ISOTROPIC STEEL
E 2.05e+08
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-05
DAMP 0.03
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
ISOTROPIC STEEL_36_KSI
E 1.99948e+08
POISSON 0.3
DENSITY 76.8195
ALPHA 1.17e-05
DAMP 0.03
TYPE STEEL
STRENGTH FY 248211 FU 399896 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 10 39 TO 41 43 46 47 524 526 527 529 530 532 533 -
535 PRIS YD 0.2 ZD 0.3
MEMBER PROPERTY AMERICAN
27 TO 32 34 TO 37 94 TO 99 105 TO 108 PRIS YD 0.3 ZD 0.3
33 38 100 101 PRIS YD 0.35 ZD 0.35
MEMBER PROPERTY AMERICAN
540 TO 558 560 TO 563 565 UPTABLE 1 CEE50X100X1.2MM
MEMBER PROPERTY AMERICAN
334 TO 341 343 TO 349 359 TO 365 375 376 378 TO 389 401 TO 414 426 -
427 429 TO 440 452 TO 465 477 TO 482 484 TO 488 498 TO 503 -
505 TO 509 519 TO 522 TABLE LD L20203
342 350 TO 358 366 TO 374 377 390 TO 400 415 TO 425 428 441 TO 451 -
466 TO 476 489 TO 497 510 TO 518 523 TABLE ST L20203
MEMBER PROPERTY
71 74 76 78 81 TO 83 88 89 102 TO 104 109 TO 111 525 528 531 -
534 PRIS YD 0.2 ZD 0.3
14 TO 26 55 TO 70 PRIS YD 0.25 ZD 0.35
CONSTANTS
MATERIAL 3000PSI MEMB 14 TO 38 55 TO 71 74 76 78 81 TO 83 88 89 94 -
95 TO 111 525 528 531 534
MATERIAL STEEL MEMB 540 TO 558 560 TO 563 565
MATERIAL STEEL_36_KSI MEMB 334 TO 482 484 TO 503 505 TO 523
MATERIAL CONCRETE MEMB 1 TO 10 39 TO 41 43 46 47 524 526 527 529 530 -
532 533 535
MEMBER CRACKED
27 TO 38 94 TO 101 105 TO 108 REDUCTION RIY 0.700000 RIZ 0.700000
1 4 6 8 14 TO 26 39 TO 41 43 46 47 55 TO 71 74 76 78 81 TO 83 88 89 -
102 TO 104 109 TO 111 524 TO 534 -
535 REDUCTION RIY 0.350000 RIZ 0.350000
MEMBER RELEASE
61 68 TO 70 START MX MY MZ
26 68 TO 70 END MX MY MZ
SUPPORTS
1 TO 11 13 FIXED
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead  TITLE DEAD LOAD
SELFWEIGHT Y 1 
MEMBER LOAD
14 TO 21 24 25 55 TO 68 UNI GY 7.656
ONEWAY LOAD
_ONEWAY ONE 3 GY
FLOOR LOAD
_TWOWAY FLOAD 3 GY
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 3.4
CHECK SOFT STORY ASCE7
*FLOOR DIAPHRAGM
*DIA 1 TYPE RIG HEI 3.4
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 NA 1.2 NV 1.6
REFERENCE LOAD Y
R1 1.0 
LOAD 1 LOADTYPE Seismic  TITLE SL X+
UBC LOAD X 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic  TITLE SLZ+
UBC LOAD Z 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Dead  TITLE DL
REFERENCE LOAD
R1 -1.0 
LOAD 4 LOADTYPE Live  TITLE LL
ONEWAY LOAD
_ONEWAY ONE -1.9 GY
FLOOR LOAD
_TWOWAY FLOAD -1.9 GY
LOAD COMB 5 ULC, 1.4 DEAD
3 1.4 
LOAD COMB 6 ULC, 1.2 DEAD + 1.6 LIVE
3 1.2 4 1.6 
LOAD COMB 7 ULC, 1.2 DEAD + 0.5 LIVE
3 1.2 4 0.5 
LOAD COMB 8 ULC, 1.2 DEAD
3 1.2 
LOAD COMB 9 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (1)
3 1.2 4 0.5 1 1.0 
LOAD COMB 10 ULC, 1.2 DEAD + 0.5 LIVE + 1 SEISMIC (2)
3 1.2 4 0.5 2 1.0 
LOAD COMB 11 ULC, 1.2 DEAD + 0.5 LIVE + -1 SEISMIC (1)
3 1.2 4 0.5 1 -1.0 
LOAD COMB 12 ULC, 1.2 DEAD + 0.5 LIVE + -1 SEISMIC (2)
3 1.2 4 0.5 2 -1.0 
LOAD COMB 13 ULC, 0.9 DEAD
3 0.9 
LOAD COMB 14 ULC, 0.9 DEAD + 1 SEISMIC (1)
3 0.9 1 1.0 
LOAD COMB 15 ULC, 0.9 DEAD + 1 SEISMIC (2)
3 0.9 2 1.0 
LOAD COMB 16 ULC, 0.9 DEAD + -1 SEISMIC (1)
3 0.9 1 -1.0 
LOAD COMB 17 ULC, 0.9 DEAD + -1 SEISMIC (2)
3 0.9 2 -1.0 
LOAD COMB 18 ULC, 1 DEAD
3 1.0 
LOAD COMB 19 ULC, 1 DEAD + 1 LIVE
3 1.0 4 1.0 
LOAD COMB 20 ULC, 1 DEAD + 0.75 LIVE
3 1.0 4 0.75 
LOAD COMB 21 ULC, 1 DEAD + 0.7 SEISMIC (1)
3 1.0 1 0.7 
LOAD COMB 22 ULC, 1 DEAD + 0.7 SEISMIC (2)
3 1.0 2 0.7 
LOAD COMB 23 ULC, 1 DEAD + -0.7 SEISMIC (1)
3 1.0 1 -0.7 
LOAD COMB 24 ULC, 1 DEAD + -0.7 SEISMIC (2)
3 1.0 2 -0.7 
LOAD COMB 25 ULC, 1 DEAD + 0.75 LIVE + 0.525 SEISMIC (1)
3 1.0 4 0.75 1 0.525 
LOAD COMB 26 ULC, 1 DEAD + 0.75 LIVE + 0.525 SEISMIC (2)
3 1.0 4 0.75 2 0.525 
LOAD COMB 27 ULC, 1 DEAD + 0.75 LIVE + -0.525 SEISMIC (1)
3 1.0 4 0.75 1 -0.525 
LOAD COMB 28 ULC, 1 DEAD + 0.75 LIVE + -0.525 SEISMIC (2)
3 1.0 4 0.75 2 -0.525 
LOAD COMB 29 ULC, 0.6 DEAD
3 0.6 
LOAD COMB 30 ULC, 0.6 DEAD + 0.7 SEISMIC (1)
3 0.6 1 0.7 
LOAD COMB 31 ULC, 0.6 DEAD + 0.7 SEISMIC (2)
3 0.6 2 0.7 
LOAD COMB 32 ULC, 0.6 DEAD + -0.7 SEISMIC (1)
3 0.6 1 -0.7 
LOAD COMB 33 ULC, 0.6 DEAD + -0.7 SEISMIC (2)
3 0.6 2 -0.7 
PDELTA 10 ANALYSIS SMALLDELTA
DEFINE ENVELOPE
5 TO 17 ENVELOPE 1 TYPE STRENGTH
18 TO 33 ENVELOPE 2 TYPE SERVICEABILITY
END DEFINE ENVELOPE
FINISH
