STAAD SPACE START JOB INFORMATION ENGINEER DATE 4/26/2024 JOB NAME CFCP JOB CLIENT ExxonMobil JOB NO E0582601 JOB REV A JOB PART Existing Piperack Evaluation ENGINEER NAME MHA CHECKER NAME KNR END JOB INFORMATION SET NL 500 INPUT WIDTH 79 SET ECHO OFF UNIT METER KN JOINT COORDINATES 1 0 0.29999 0; 2 0 0.29999 5; 3 6 0.29999 0; 4 6 0.29999 5; 5 15.98 0.29999 0; 6 15.98 0.29999 5; 7 12 0.29999 0; 8 27.98 0.29999 0; 9 27.98 0.29999 5; 10 30.76 0.29999 0; 11 30.76 0.29999 5; 12 35.26 0.29999 0; 13 35.26 0.29999 5; 14 42.48 0.29999 0; 15 42.48 0.29999 5; 16 0 5.55499 0; 17 0 5.55499 5; 18 6 5.55499 0; 19 6 5.55499 5; 20 0 6.54999 0; 21 0 6.54999 5; 22 6 6.54999 0; 23 6 6.54999 5; 24 3 9.04999 0; 25 3 9.04999 5; 26 6 9.04999 0; 27 6 9.04999 5; 28 3 6.54999 0; 29 3 6.54999 5; 30 3 5.55499 5; 31 3 5.55499 0; 32 12 6.54999 0; 33 15.98 6.54999 0; 34 15.98 6.54999 5; 35 12 7.46999 0; 36 15.98 7.46999 0; 37 15.98 7.46999 5; 38 12 6.54999 5; 39 15.98 9.04999 0; 40 15.98 9.04999 5; 41 27.98 6.54999 0; 42 27.98 6.54999 5; 43 27.98 7.46999 0; 44 27.98 7.46999 5; 45 27.98 9.04999 0; 46 27.98 9.04999 5; 47 30.76 3.59999 0; 48 30.76 3.59999 5; 49 35.26 3.59999 0; 50 35.26 3.59999 5; 51 30.76 7.46999 0; 52 30.76 7.46999 5; 53 35.26 7.46999 0; 54 35.26 7.46999 5; 55 30.76 6.54999 0; 56 30.76 6.54999 5; 57 30.76 10.1 0; 58 30.76 10.1 5; 59 35.26 10.1 0; 60 35.26 10.1 5; 61 33.01 3.59999 0; 62 33.01 3.59999 5; 63 33.01 7.46999 0; 64 33.01 7.46999 5; 65 30.76 3.59999 2.5; 66 30.76 7.46999 2.5; 67 35.26 3.59999 2.5; 68 35.26 7.46999 2.5; 69 33.01 10.1 0; 70 33.01 10.1 5; 71 30.76 9.04999 5; 72 35.26 9.04999 5; 73 30.76 9.04999 6.45; 74 35.26 9.04999 6.45; 75 42.48 5.64999 0; 76 42.48 5.64999 5; 77 42.48 7.46999 0; 78 42.48 7.46999 5; 79 42.48 9.29999 0; 80 42.48 9.29999 5; 81 35.26 6.54999 0; 82 35.26 6.54999 5; 83 42.48 6.54999 0; 84 42.48 6.54999 5; 85 40.025 6.54999 0; 86 40.025 6.54999 5; 87 40.025 9.04999 0; 88 40.025 9.04999 5; 89 17.48 6.54999 5; 90 17.48 7.46999 5; 91 17.48 6.54999 0; 92 17.48 7.46999 0; 93 18.98 6.54999 5; 94 18.98 7.46999 5; 95 18.98 6.54999 0; 96 18.98 7.46999 0; 97 20.48 6.54999 5; 98 20.48 7.46999 5; 99 20.48 6.54999 0; 100 20.48 7.46999 0; 101 21.98 6.54999 5; 102 21.98 7.46999 5; 103 21.98 6.54999 0; 104 21.98 7.46999 0; 105 23.48 6.54999 5; 106 23.48 7.46999 5; 107 23.48 6.54999 0; 108 23.48 7.46999 0; 109 24.98 6.54999 5; 110 24.98 7.46999 5; 111 24.98 6.54999 0; 112 24.98 7.46999 0; 113 26.48 6.54999 5; 114 26.48 7.46999 5; 115 26.48 6.54999 0; 116 26.48 7.46999 0; 117 0 9.04999 0; 118 0 9.04999 5; 119 12 9.04999 0; 120 12 9.04999 5; 121 21.98 9.04999 0; 122 21.98 9.04999 5; 123 30.76 9.04999 0; 124 42.48 8.29499 0; 125 42.48 8.29499 5; 128 41.08 6.54999 0; 129 41.08 6.54999 5; 130 41.08 8.29499 0; 131 41.08 8.29499 5; 132 41.83 8.29499 0; 133 41.83 8.29499 5; 134 41.08 8.29499 4; 135 41.83 8.29499 4; 136 41.08 8.29499 3; 137 41.83 8.29499 3; 138 41.08 8.29499 2; 139 41.83 8.29499 2; 140 41.08 8.29499 1; 141 41.83 8.29499 1; 142 32.26 9.04999 6.45; 143 33.76 9.04999 6.45; 144 9 9.04999 0; 145 9 9.04999 5; 146 18.98 9.04999 0; 147 18.98 9.04999 5; 148 24.98 9.04999 0; 149 24.98 9.04999 5; 150 0 6.54999 -1.39; 151 6 6.54999 -1.39; 152 3 6.54999 -1.39; 171 38.88 6.54999 5; 172 38.88 6.54999 0; 173 38.88 5.64999 5; 174 38.88 5.64999 0; 175 38.88 7.46999 5; 176 38.88 7.46999 0; 177 38.88 8.46999 5; 178 35.26 8.46999 5; 179 40.025 8.46999 5; 183 27.98 5.64999 0; 184 27.98 5.64999 5; 187 15.98 9.67999 0; 188 27.98 9.67999 0; 193 30.76 5.64999 0; 194 30.76 5.64999 5; 195 35.26 5.64999 0; 196 35.26 5.64999 5; 203 30.76 9.47999 0; 204 35.26 9.47999 0; 205 30.76 9.47999 -1.225; 206 35.26 9.47999 -1.225; 207 30.76 9.47999 -1; 208 35.26 9.47999 -1; 209 35.26 8.47999 0; 210 30.76 8.47999 0; 211 31.76 9.47999 -1; 212 34.26 9.47999 -1; 213 40.025 8.29499 5; 214 40.025 8.29499 0; 223 30.76 10.1 2.5; 224 35.26 10.1 2.5; 225 31.96 10.1 0; 226 34.06 10.1 0; 227 36.76 6.54999 5; 228 37.26 6.54999 0; 229 38.88 6.56999 0; 230 35.26 9.04999 0; 231 37.525 6.54999 0; 233 37.525 9.04999 0; 234 37.525 9.04999 5; 235 37.525 8.46999 5; 238 40.025 11.05 5; 239 40.025 11.05 4.5; 240 40.025 9.04999 4.3; 241 40.025 10.45 4.3; 242 40.725 10.45 4.3; 243 14.13 9.04999 5; 244 14.13 9.04999 0; 245 14.13 9.04999 2.5; 246 32.26 9.04999 5; 247 33.76 9.04999 5; 248 30.76 0.24999 0; 249 30.76 0.24999 5; 250 35.26 0.24999 0; 251 35.26 0.24999 5; 252 27.98 0.24999 5; 253 27.98 0.24999 0; 254 27.98 3.59999 0; 255 27.98 3.59999 5; 256 27.98 3.59999 2.5; 257 27.98 7.46999 2.5; 259 42.48 3.59999 5; 260 42.48 3.59999 0; 261 38.88 3.59999 5; 262 38.88 3.59999 0; 263 38.88 3.59999 2.5; 264 42.5 3.59999 2.5; MEMBER INCIDENCES 1 2 17; 2 17 21; 3 1 16; 4 16 20; 5 4 19; 6 19 23; 7 23 27; 8 3 18; 10 22 26; 11 17 30; 12 16 31; 13 30 19; 14 31 18; 15 30 29; 17 31 28; 18 28 24; 19 21 20; 20 29 28; 21 25 24; 22 30 31; 23 23 22; 25 7 32; 26 6 34; 27 5 33; 28 22 32; 29 32 33; 30 23 38; 31 38 34; 32 35 36; 33 38 32; 34 34 33; 35 37 36; 36 33 36; 37 34 37; 38 32 35; 39 36 39; 41 40 39; 42 9 255; 43 8 254; 44 42 41; 45 44 257; 46 41 43; 47 42 44; 49 44 46; 50 46 45; 51 34 89; 52 37 90; 53 33 91; 54 36 92; 55 10 47; 57 11 48; 58 48 194; 59 12 49; 60 49 195; 61 13 50; 62 50 196; 64 48 62; 65 51 63; 66 52 64; 67 48 65; 68 52 66; 69 50 67; 71 55 51; 72 56 52; 73 41 55; 75 57 225; 76 58 70; 77 58 223; 79 51 210; 80 53 209; 81 52 71; 82 54 178; 83 61 49; 84 62 50; 86 64 54; 87 65 47; 88 66 51; 89 67 49; 90 68 53; 91 69 226; 93 62 11; 94 13 62; 95 61 10; 96 12 61; 97 64 48; 98 50 64; 100 49 63; 101 65 10; 102 11 65; 103 67 12; 104 13 67; 105 47 66; 106 66 48; 107 49 68; 108 68 50; 109 52 70; 110 70 54; 111 51 69; 112 69 53; 114 72 60; 115 71 73; 116 72 74; 117 73 142; 118 73 52; 119 74 54; 120 14 260; 121 75 83; 122 77 124; 123 15 259; 124 76 84; 125 78 125; 127 78 77; 128 80 79; 129 81 53; 130 82 54; 131 83 77; 132 84 78; 133 82 227; 134 81 228; 135 85 128; 136 86 129; 137 86 213; 138 85 214; 139 88 240; 141 90 94; 142 91 95; 143 92 96; 144 89 90; 145 91 92; 146 93 97; 147 94 98; 148 95 99; 149 96 100; 150 93 94; 151 95 96; 152 97 101; 154 99 103; 155 100 104; 156 97 98; 157 99 100; 158 101 105; 160 103 107; 161 104 108; 162 101 102; 163 103 104; 164 105 109; 165 106 110; 166 107 111; 167 108 112; 168 105 106; 169 107 108; 170 109 113; 171 110 114; 172 111 115; 173 112 116; 174 109 110; 175 111 112; 176 113 42; 177 114 44; 178 115 41; 179 116 43; 180 113 114; 181 115 116; 182 37 89; 184 94 97; 185 98 101; 186 36 91; 187 92 95; 188 96 99; 190 101 106; 191 105 110; 192 109 114; 193 113 44; 194 103 108; 195 107 112; 196 111 116; 197 115 43; 198 36 102; 199 37 104; 200 104 44; 202 102 104; 203 33 101; 204 34 103; 205 103 42; 206 101 41; 210 21 118; 211 20 117; 212 118 117; 213 38 120; 214 120 119; 218 104 121; 219 102 122; 220 122 121; 221 117 24; 222 24 26; 225 39 146; 226 121 148; 228 45 123; 230 27 145; 231 120 243; 233 122 149; 234 46 71; 236 29 23; 237 124 79; 238 125 80; 239 128 83; 240 129 84; 242 129 131; 243 131 133; 244 130 132; 245 131 134; 246 132 124; 247 133 125; 248 133 135; 249 134 136; 250 135 137; 251 136 138; 252 137 139; 253 138 140; 254 139 141; 255 140 130; 256 141 132; 257 140 141; 258 138 139; 259 136 137; 260 134 135; 261 142 143; 262 143 74; 263 71 142; 266 145 120; 267 145 144; 268 146 121; 269 147 122; 270 148 45; 271 149 46; 272 147 146; 273 149 148; 274 25 27; 275 150 20; 276 152 28; 278 20 28; 279 150 152; 280 152 151; 281 150 16; 282 152 31; 284 20 31; 285 31 22; 311 171 86; 312 172 85; 314 174 172; 315 173 171; 316 171 175; 317 173 174; 318 175 176; 319 178 72; 320 178 235; 321 175 177; 322 179 88; 323 177 179; 328 183 41; 329 184 42; 330 184 183; 334 39 187; 335 45 188; 340 193 55; 341 194 56; 343 196 82; 344 194 193; 345 196 195; 346 118 24; 347 24 27; 349 144 120; 350 120 245; 351 39 147; 352 147 121; 353 121 149; 354 149 45; 355 71 45; 365 204 59; 366 209 230; 367 210 123; 368 203 207; 369 207 205; 370 204 208; 371 208 206; 372 207 210; 373 208 209; 374 207 211; 375 211 212; 376 212 208; 377 203 211; 378 204 212; 379 213 179; 380 213 131; 381 214 87; 382 214 130; 389 240 87; 395 223 57; 396 224 59; 397 223 224; 398 223 69; 399 69 224; 400 224 70; 401 70 223; 403 226 59; 404 210 225; 405 226 209; 406 171 83; 407 129 125; 408 128 124; 410 228 231; 411 54 227; 412 209 228; 413 81 171; 414 71 123; 415 26 144; 416 144 119; 417 27 26; 418 27 144; 419 89 93; 420 98 102; 421 102 106; 422 90 93; 423 100 103; 424 21 29; 425 118 25; 426 18 22; 427 35 119; 428 195 81; 429 151 22; 430 151 18; 431 29 25; 433 229 176; 435 43 45; 436 37 40; 437 47 61; 438 63 47; 439 63 53; 440 76 75; 441 47 193; 442 225 69; 443 54 68; 444 60 224; 445 70 60; 446 28 22; 447 102 43; 448 230 204; 449 72 230; 450 231 172; 451 227 171; 452 235 177; 454 231 233; 455 235 234; 458 128 130; 459 88 238; 460 238 239; 462 240 241; 463 241 242; 464 234 233; 465 101 103; 466 151 28; 467 172 229; 468 230 233; 469 243 40; 470 244 39; 471 243 245; 472 245 244; 474 245 39; 475 119 244; 477 40 245; 478 245 119; 479 71 246; 480 246 247; 481 247 72; 482 74 247; 483 247 142; 484 246 142; 485 247 143; 486 40 147; 487 249 11; 488 248 10; 489 251 13; 490 250 12; 493 252 9; 494 253 8; 495 254 183; 496 254 47; 497 255 184; 498 255 48; 501 71 58; 503 123 203; 506 48 9; 512 42 56; 537 254 256; 544 57 45; 545 58 46; 547 56 255; 549 71 42; 550 47 8; 551 55 254; 552 123 41; 553 256 255; 554 256 8; 555 9 256; 556 257 43; 557 254 257; 558 257 255; 559 42 55; 560 41 56; 569 203 57; 570 65 67; 571 65 61; 572 61 67; 573 67 62; 574 62 65; 575 50 261; 576 259 76; 577 260 75; 578 49 262; 579 82 229; 580 229 84; 581 261 259; 586 261 263; 587 262 260; 588 259 260; 589 263 262; 590 67 263; 591 49 263; 592 263 260; 593 263 259; 594 263 264; START GROUP DEFINITION GEOMETRY MEMBER _STRENGTHENING 51 TO 54 93 TO 98 100 TO 108 141 TO 143 146 TO 149 152 154 - 155 158 160 161 164 TO 167 170 TO 173 176 TO 179 419 TO 421 438 _NEW 7 10 18 21 41 49 50 115 TO 119 137 TO 139 210 TO 214 218 TO 222 225 226 - 228 230 231 233 234 261 TO 263 266 TO 274 322 346 347 349 TO 355 379 TO 382 - 389 406 TO 408 411 TO 418 425 427 431 436 449 454 455 459 460 462 TO 464 - 468 TO 472 474 475 477 TO 486 493 494 496 498 506 537 544 545 547 - 549 TO 555 557 TO 560 570 TO 575 578 TO 581 586 TO 594 _OLD 1 TO 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 TO 47 51 TO 55 57 TO 62 - 64 TO 69 71 TO 73 75 TO 77 79 TO 84 86 TO 91 93 TO 98 100 TO 112 114 120 - 121 TO 125 127 TO 136 141 TO 152 154 TO 158 160 TO 182 184 TO 188 190 TO 200 - 202 TO 206 236 TO 240 242 TO 260 275 276 278 TO 282 284 285 311 312 - 314 TO 321 323 328 TO 330 334 335 340 341 343 TO 345 365 TO 378 395 TO 401 - 403 TO 405 410 419 TO 424 426 428 TO 430 433 435 437 TO 448 450 TO 452 458 - 465 TO 467 495 497 501 503 512 556 569 576 577 END GROUP DEFINITION *-------------------- * STEEL MEMBER *-------------------- START USER TABLE TABLE 1 UNIT METER KN GENERAL HE240A-TB20 0.016484 0.27 0.0305259 0.2399 0.034356 0.000215423 6.31833e-05 1.51733e-06 - 0.00159573 0.000526528 0.001 0.001 0.00184541 0.00083553 0 0.208948 HE240-TB25 0.018683 0.28 0.0333625 0.2399 0.0389391 0.000257023 7.20547e-05 2.54262e-06 - 0.00183588 0.000600456 0.001 0.001 0.00214791 0.00095653 0 0.213275 HEA200-TB20 0.012583 0.2299 0.0273662 0.2 0.0314575 0.000116541 3.2795e-05 1.1026e-06 - 0.0010134 0.00032795 0.001 0.001 0.00118397 0.000526913 0 0.175168 HE180A-TB20 0.010925 0.211 0.0258886 0.18 0.0303472 8.36829e-05 2.28993e-05 9.3392e-07 - 0.000793203 0.000254437 0.001 0.001 0.000935293 0.000411753 0 0.159223 DA150X150X10 0.00586 0.3 0.00976667 0.15 0.0195333 2.19915e-05 1.24719e-05 2.1603e-07 - 0.00014661 0.000113697 0.001 0.001 0.000233536 0.000205367 0 0.110933 DA120X120X10 0.00464 0.2398 0.00967473 0.1199 0.0193495 1.13414e-05 6.25489e-06 - 1.6818e-07 9.45118e-05 7.19859e-05 0.001 0.001 0.000151672 0.000129642 - 0 0.0812011 DA120X120X10-150X150X10 0.00525 0.2699 0.00972582 0.1499 0.0175117 1.82429e-05 8.13578e-06 - 1.92105e-07 0.00012168 9.42166e-05 0.001 0.001 0.00023755 0.00017662 - 0 0.114877 END *** DEFINE MATERIAL START ISOTROPIC STEEL E 2.1e+08 POISSON 0.3 DENSITY 77 ALPHA 1.2e-05 DAMP 0.04 TYPE STEEL END DEFINE MATERIAL *-------------------- MEMBER PROPERTY EUROPEAN 22 28 64 TO 66 73 83 84 86 133 TO 136 236 239 240 242 TO 256 278 311 312 314 - 315 TO 317 320 321 323 330 380 382 410 424 433 437 439 446 450 TO 452 458 - 467 496 498 512 586 588 589 TABLE ST HE180A 25 TO 27 30 31 36 TO 39 42 43 46 47 120 TO 125 131 132 237 238 328 329 334 - 335 435 440 493 TO 495 497 576 577 TABLE ST HE300A 397 TO 401 570 TO 574 591 TO 593 TABLE ST L120X120X10 109 TO 112 406 413 579 580 TABLE ST L150X150X10 11 TO 14 35 45 67 TO 69 75 TO 77 87 TO 91 127 128 368 TO 371 374 TO 376 395 - 396 403 442 TO 445 537 553 556 TABLE ST HE240A 21 115 116 139 220 TO 222 225 228 230 231 234 266 TO 269 272 274 344 345 389 - 415 416 425 469 TO 472 475 479 TO 481 484 TO 486 TABLE ST HE180A MEMBER PROPERTY EUROPEAN 1 TO 6 8 19 23 32 202 426 TABLE ST HE260A 7 10 18 33 41 49 50 137 138 210 TO 214 218 219 226 233 270 271 275 276 279 - 280 322 379 381 417 427 429 431 436 TABLE ST HE200A MEMBER PROPERTY EUROPEAN 144 145 150 151 156 157 162 163 168 169 174 175 180 TO 182 184 TO 188 190 - 191 TO 197 263 422 423 482 483 TABLE ST L80X80X8 454 455 459 460 464 468 TABLE ST HE160A 29 198 TO 200 203 TO 206 281 282 284 285 430 447 466 TABLE ST HE100A 15 17 20 TABLE ST HE220A 346 347 349 350 407 408 418 474 477 478 TABLE ST L100X100X10 404 405 411 412 TABLE ST L90X90X8 MEMBER PROPERTY EUROPEAN 377 378 TABLE ST HE120A 257 TO 260 TABLE ST IPE160 462 463 TABLE ST UPN100 34 44 117 TO 119 261 262 372 373 465 TABLE ST HE140A 318 TABLE ST HE160M MEMBER PROPERTY EUROPEAN 351 TO 355 TABLE ST L150X150X12 MEMBER PROPERTY EUROPEAN 55 57 TO 62 71 72 129 130 340 341 343 428 441 487 TO 490 TABLE ST HE240A 575 578 581 587 TABLE ST HE360A 590 594 TABLE ST HE100A MEMBER PROPERTY EUROPEAN 51 TO 54 141 TO 143 146 TO 149 152 154 155 158 160 161 164 TO 167 170 TO 173 - 176 TO 179 419 TO 421 TABLE ST HE200A 101 TO 108 TABLE ST L150X150X10 93 TO 98 100 438 506 544 545 547 549 TO 552 559 560 TABLE ST L120X120X10 79 TO 82 114 319 365 TO 367 448 501 503 569 TABLE ST HE240A 273 TABLE ST HE200B 554 555 557 558 UPTABLE 1 DA150X150X10 414 449 TABLE ST HE200A *MEMBER PROPERTY *51 TO 54 141 TO 143 146 TO 149 152 154 155 158 160 161 164 TO 167 170 TO 173 - *176 TO 179 419 TO 421 UPTABLE 1 HEA200-TB20 *101 TO 108 554 555 557 558 UPTABLE 1 DA150X150X10 *93 TO 98 100 438 506 544 545 547 549 TO 552 559 - *560 UPTABLE 1 DA120X120X10-150X150X10 *79 TO 82 114 319 365 TO 367 448 501 503 569 UPTABLE 1 HE240-TB25 ** CONSTANTS BETA 90 MEMB 1 TO 8 10 15 17 18 26 27 36 37 39 42 43 46 47 49 55 57 TO 62 - 71 72 79 TO 82 114 120 TO 125 129 TO 132 210 211 237 238 319 328 329 334 - 335 340 341 343 365 TO 367 426 428 431 435 436 441 448 487 TO 490 - 493 TO 495 497 501 503 569 576 577 MATERIAL STEEL ALL * MEMBER TRUSS 109 TO 112 118 119 144 145 150 151 156 157 162 163 168 169 174 175 - 180 TO 182 184 TO 188 190 TO 200 203 TO 206 263 281 282 284 285 346 347 349 - 350 TO 354 372 373 377 378 397 TO 401 404 TO 408 411 413 418 422 423 430 447 - 466 474 477 478 482 483 570 TO 574 579 580 ** SUPPORTS 1 TO 7 14 15 248 TO 253 ENFORCED BUT MX MZ ** MEMBER RELEASE 11 20 TO 22 28 TO 30 33 41 50 TO 54 64 TO 69 73 75 76 115 TO 117 127 128 133 - 134 137 138 202 212 TO 214 218 TO 221 225 228 230 231 234 236 242 245 248 - 257 TO 260 267 272 273 276 278 279 320 368 370 380 382 415 417 424 425 437 - 440 443 454 455 458 465 468 471 475 479 486 496 498 537 575 578 - 586 START MY MZ 13 20 TO 22 28 29 31 33 41 50 73 83 84 86 TO 90 127 128 176 TO 179 202 212 - 214 220 222 228 234 236 239 240 246 247 255 TO 260 262 267 270 TO 276 280 - 323 403 416 417 424 429 439 440 445 446 465 469 470 472 481 496 512 553 581 - 587 589 END MY MZ 316 433 START MZ ** DEFINE WIND LOAD TYPE 1 WIND 1 INT 0.6 0.6 0.6 0.6 0.66 0.71 0.75 0.79 0.82 0.85 0.98 1.07 HEIG 1 2 3 4 5 6 - 7 8 9 10 15 20 ***************************************************************************** LOAD 1 DEAD LOAD (DS) *** *Self weight of structure *Assume 10% increase due to connections ** *Handrail load = 0.15 KN/m MEMBER LOAD 244 245 248 TO 256 UNI GY -0.15 ********** *Dead load of Grating = 0.5 KN/m2 *distributed as per span *span = 1 m *Grating dead load = 0.5 x 1 = 0.5 KN/m 243 244 257 TO 260 UNI GY -0.5 *** *WIDTH OF CABLE TRAY = 200 MM *Cable tray load = 30 kg/m *cable tray supported at every 1.5 m distance *Cable tray load = 30 x 0.0098 x 1.5 = 0.45 KN *there are 2 cable tray, so double the load *cable tray load = 0.45 x 2 = 0.9 KN JOINT LOAD 20 22 28 32 55 81 83 85 FY -0.9 MEMBER LOAD 28 29 134 278 446 CON GY -0.9 1.5 28 29 CON GY -0.9 3 450 CON GY -0.9 1.235 28 CON GY -0.9 4.5 53 73 142 148 154 160 166 172 178 239 CON GY -0.9 0.5 ** SELFWEIGHT Y -1.1 ***************************************************************************** LOAD 2 LIVE LOAD (LL) MEMBER LOAD *Live load of access platform = 3 KN/m2 *distributed as per span *span = 1 m *Grating dead load = 3 x 1 = 3.0 KN/m 243 244 257 TO 260 UNI GY -3 *********xxxxxxxxxx********** LOAD 3 EMPTY LOAD (DE) *For pipe < 8" *Total Pipe Content load = 1.2 KN/m2 *Empty Pipe Load = 50 % of content load = 0.6 kN/m2 *span = 3 m *load = 0.6 x 3 = 1.8 KN/m ************************** *At EL 10.355 m *All pipes < 8" MEMBER LOAD 11 13 UNI GY -1.8 ************************** *At EL 10.45m *All pipes < 8" 317 330 344 345 440 UNI GY -1.8 *************************** *At EL 11.35m *For 10" pipe *Pipe empty load = 60.29 kg/m *span = 3 m *load = 60.29 x 0.0098 x 3 = 1.78 KN 275 276 429 CON GY -1.78 0.4 * *For 12" *Pipe empty load = 79.71 kg/m *span = 3m *load = 79.71 x 3 x 0.0098 = 2.35 KN 275 276 429 CON GY -2.35 0.975 * *For pipes <8" 19 20 23 33 34 465 UNI GY -1.8 *For 8" pipe *Pipe empty load = 42.55 kg/m *span 1 = 6.934 m *load = 6.934 x 42.55 x 0.0098 = 2.89 KN 20 CON GY -2.89 0.74 *span 2 = 4.5 m *load = 4.5 x 42.55 x 0.0098 = 1.876 KN 23 CON GY -1.876 0.74 *span 3 = 6.357 m *load = 6.357 x 42.55 x 0.0098 = 2.65 KN 33 CON GY -2.65 0.74 ********************************* *At EL 12.27 m *For 24" pipe *Empty load = 255.43 kg/m *span 1 = 6m *load 1 = 255.43 x 0.0098 x 6 = 15 KN 35 45 202 CON GY -15 1 ** for 3m span *** 68 443 CON GY -7.5 1 ** *For 8" pipe *Empty load = 42.55 kg/m *span 1 = 6 m *load 1 = 42.55 x 0.0098 x 6 = 2.5 KN *span 2 = 3 m *load 2 = 42.55 x 0.0098 x 3 = 1.25 KN 35 45 202 CON GY -2.5 1.66 68 127 318 443 CON GY -1.25 1.66 35 45 202 CON GY -2.5 2.297 68 127 318 443 CON GY -1.25 2.297 35 202 CON GY -2.5 3.315 556 CON GY -2.5 0.815 88 90 CON GY -1.25 0.815 127 318 CON GY -1.25 3.315 ** *For 20" pipe *Empty load = 183.43 kg/m *span 1 = 6m *load 1 = 183.43 x 0.0098 x 6 = 10.78 KN *span 2 = 3 m *load 2 = 183.43 x 0.0098 x 3 = 5.4 KN 32 CON GY -5.4 1.825 35 202 CON GY -10.78 3.89 556 CON GY -10.78 1.39 88 90 CON GY -5.4 1.39 127 318 CON GY -5.4 3.89 32 CON GY -5.4 2.695 35 202 CON GY -10.78 4.52 556 CON GY -10.78 2.02 88 90 CON GY -5.4 2.02 127 318 CON GY -5.4 4.52 ** *for pipes < 8" 32 UNI GY -1.8 0.3 1.571 32 UNI GY -1.8 2.95 3.98 35 45 68 202 443 UNI GY -1.8 0 0.695 127 318 CON GY -1.8 1.56 35 45 68 202 443 UNI GY -1.8 1.3 1.56 35 45 68 127 202 318 443 UNI GY -1.8 1.76 2.195 35 127 202 318 UNI GY -1.8 2.4 3.21 556 UNI GY -1.8 0 0.71 45 UNI GY -1.8 2.4 2.5 88 90 UNI GY -1.8 0 0.713 ******************************************* *At EL 13.85 m *For pipes <8" (For New Pipe line) *Total Pipe Content load = 0.379 kN/m2 ~ 0.4 KN/m2 (As per, latest Piping Load *data as on 03_21_2024) *Empty Pipe Load = 50 % of content load = 0.20 kN/m2 *span = 3 m *load = 0.20 x 3 = 0.6 KN/m 21 41 50 212 214 220 267 272 273 414 417 449 464 UNI GY -0.6 1.885 5 472 UNI GY -0.6 0 2.5 471 UNI GY -0.6 1.885 2.5 **** *For 24" pipe filled with gas, *Pipe empty load 141.12 kg/m = 1.383 KN/m *span = 6 m *load = 6 x 1.383 = 8.298 KN ************************************ *For 32" pipe *Empty load = 342.94 kg/m *span 1 = 12m *load 1 = 342.94 x 0.0098 x 12 = 40.33 KN JOINT LOAD 187 FY -40.33 *span 2 = 7 m *load 2 = 342.94 x 0.0098 x 7 = 23.5 KN 188 FY -23.5 MEMBER LOAD 368 CON GY -23.5 0.5 ************************************** *For 6" line *Empty load = 28.26 kg/m *span = 6m *load = 28.26 x 0.0098 x 6 = 1.67 KN **************************************** *At EL 14.9 *pipe dia = 2.6 m *In absence of data of the existing duct under consideration, we have *the information available for similar duct connecting the furnace F- *to stack SK-6701. *Pipe empty load = 14.4 KN/m *span = 5.5 m *load = 14.4 x 6 = 79.2 KN JOINT LOAD 69 70 FY -79.2 ****************XXXXX************************* *Loads given by Piping for MPS & as per Stress report CFC_SA_01 REV P8 dated *23 APR 24 MEMBER LOAD 212 CON GY -15.24 1.5 417 CON GY -15 1.5 471 CON GY -8.68 1.5 41 CON GY -8.31 1.5 273 CON GY -22.18 1.5 116 CON GY -24.48 0.85 *******************Steam line stress loads **************** *Loads given by Piping for MPS & as per Stress report CFC_SA_03 REV P2 dated *19 MAR 24 (STEAM LINE) 212 CON GY -0.571 3.2 21 CON GY 0.61 3.2 417 CON GY -0.628 3.2 41 CON GY -0.766 3.2 272 CON GY -0.243 3.2 220 CON GY -0.517 3.2 273 CON GY -0.661 3.2 50 CON GY -0.666 3.2 414 CON GY -0.585 3.2 449 CON GY -0.65 3.2 464 CON GY -0.252 3.2 ****************Anode Gas line stress loads************* *Loads given by Piping for MPS & as per Stress report CFC_SA_04 REV P2 dated *19 MAR 24 (ANODE GAS LINE) 389 CON GY -0.363 2.5 212 CON GY -1.387 2.5 417 CON GY -1.383 2.5 267 CON GY -0.557 2.5 41 CON GY -0.35 2.5 272 CON GY -0.713 2.5 220 CON GY -0.643 2.5 50 CON GY -1.45 2.5 414 CON GY -1.31 2.5 449 CON GY -0.316 2.5 464 CON GY -0.936 2.5 ****************XXXXX************************* ******************************************************** LOAD 4 OPERATING LOAD (DO) *For pipe < 8" *Total Pipe Content load = 1.2 KN/m2 *Operating Pipe Load = content load = 1.2 kN/m2 *span = 3 m *load = 1.2 x 3 = 3.6 KN/m ************************** *At EL 10.355 m *All pipes < 8" MEMBER LOAD 11 13 UNI GY -3.6 ************************** *At EL 10.45m *All pipes < 8" 317 330 344 345 440 UNI GY -3.6 *************************** *At EL 11.35m *For 10" pipe *Pipe Operating load = 111.11 kg/m *span = 3 m *load = 111.11 x 0.0098 x 3 = 3.26 KN 276 CON GY -3.26 0.4 * *For 12" *Pipe Operating load = 151.86 kg/m *span = 3m *load = 151.86 x 3 x 0.0098 = 4.46 KN 276 CON GY -4.46 0.975 * *For pipes <8" 19 20 23 33 34 465 UNI GY -3.6 *For 8" pipe *Pipe Operating load = 74.81 kg/m *span 1 = 6.934 m *load = 6.934 x 74.81 x 0.0098 = 5 KN 20 CON GY -5 0.74 *span 2 = 4.5 m *load = 4.5 x 74.81 x 0.0098 = 3.3 KN 23 CON GY -3.3 0.74 *span 3 = 6.357 m *load = 6.357 x 74.81 x 0.0098 = 4.66 KN 33 CON GY -4.66 0.74 ********************************* *At EL 12.27 m *For 24" pipe *Opearing load = 415.24 kg/m *span 1 = 6m *load 1 = 415.24 x 0.0098 x 6 = 24.416 KN 35 45 202 CON GY -24.416 1 ** for 3m span *** 68 443 CON GY -12.2 1 ** *For 8" pipe *Empty load = 74.81 kg/m *span 1 = 6 m *load 1 = 74.81 x 0.0098 x 6 = 4.4 KN *span 2 = 3 m *load 2 = 74.81 x 0.0098 x 3 = 2.2 KN 35 45 202 CON GY -4.4 1.66 68 127 318 443 CON GY -2.2 1.66 35 45 202 CON GY -4.4 2.297 68 127 318 443 CON GY -2.2 2.297 35 202 CON GY -4.4 3.315 556 CON GY -4.4 0.815 88 90 CON GY -2.2 0.815 127 318 CON GY -2.2 3.315 ** *For 20" pipe *Empty load = 362.65 kg/m *span 1 = 6m *load 1 = 362.65 x 0.0098 x 6 = 21.32 KN *span 2 = 3 m *load 2 = 362.65 x 0.0098 x 3 = 10.66 KN 32 CON GY -10.66 1.825 35 202 CON GY -21.32 3.89 556 CON GY -21.32 1.39 88 90 CON GY -10.66 1.39 127 318 CON GY -10.66 3.89 32 CON GY -10.66 2.695 35 202 CON GY -21.32 4.52 556 CON GY -21.32 2.02 88 90 CON GY -10.66 2.02 127 318 CON GY -10.66 4.52 ** *for pipes < 8" 32 UNI GY -3.6 0.3 1.571 32 UNI GY -3.6 2.95 3.98 35 45 68 202 443 UNI GY -3.6 0 0.695 127 318 CON GY -3.6 1.56 35 45 68 202 443 UNI GY -3.6 1.3 1.56 35 45 68 127 202 318 443 UNI GY -3.6 1.76 2.195 35 127 202 318 UNI GY -3.6 2.4 3.21 556 UNI GY -3.6 0 0.71 45 UNI GY -3.6 2.4 2.5 88 90 UNI GY -3.6 0 0.713 ******************************************* *At EL 13.85 m *For pipes <8" *Total Pipe Content load = 0.38 KN/m2 (As per, piping input) *Operating Pipe Load = content load = 0.38 kN/m2 *span = 3 m *load = 0.38 x 3 = 1.14 KN/m 21 41 50 212 214 220 267 272 273 414 417 449 464 UNI GY -1.14 1.885 5 472 UNI GY -1.14 0 2.5 471 UNI GY -1.14 1.885 2.5 **** ************************************ *For 32" pipe *Operating load = 818.13 kg/m *span 1 = 12m *load 1 = 818.13 x 0.0098 x 12 = 96.2 KN JOINT LOAD 187 FY -96.2 *span 2 = 7 m *load 2 = 818.13 x 0.0098 x 7 = 56.12 KN 188 FY -56.12 MEMBER LOAD 368 CON GY -56.12 0.5 ************************************** *For 6" line *Operating load = 46.89 kg/m *span = 6m *load = 46.89 x 0.0098 x 6 = 2.76 KN *************************************** *At EL 14.9 *pipe dia = 2.6 m *In absence of data of the existing duct under consideration, we have referred - *the information available for similar duct connecting the furnace F-6701 - *to stack SK-6701. *Pipe empty load = 14.4 KN/m = 15 KN/m *Consider unit length and density of water = 10 KN/m3, *Water filled weight of pipe = ((3.142 x 2.6 x 2.6)/4) x 10 = 53.1 KN/m *considering 10% operating weight *operating weight = 14.4 + (0.1 x 53.1) = 19.71 KN/m *span = 5.5 m *load = 21 x 6 = 108.405 KN JOINT LOAD 69 70 FY -108.405 *Loads given by Piping for MPS & as per Stress report CFC_SA_01 REV P8 dated *23 APR 24 MEMBER LOAD 417 CON GY -21.5 1.5 471 CON GY -9.62 1.5 41 CON GY -8.9 1.5 273 CON GY -18.97 1.5 116 CON GY -33.63 0.85 *For MPS 2.1 As per Piping input 460 CON GY -4.1 *For MPS 2.2 As per Piping input 463 CON GY -0.75 *******************Steam line stress loads **************** *Loads given by Piping for MPS & as per Stress report CFC_SA_03 REV P2 dated *19 MAR 24 (STEAM LINE) 212 CON GY -0.372 3.2 21 CON GY -0.713 3.2 417 CON GY -0.688 3.2 41 CON GY -0.781 3.2 272 CON GY -0.482 3.2 220 CON GY -0.702 3.2 273 CON GY -0.634 3.2 50 CON GY -0.674 3.2 414 CON GY -0.584 3.2 449 CON GY -0.65 3.2 464 CON GY -0.262 3.2 *Loads given by Piping for MPS & as per Stress report CFC_SA_04 REV P2 dated *19 MAR 24 (Anode gas LINE) 389 CON GY -0.347 2.5 212 CON GY -1.04 2.5 417 CON GY -1.6 2.5 267 CON GY -0.862 2.5 41 CON GY -0.583 2.5 272 CON GY -0.963 2.5 220 CON GY -0.61 2.5 50 CON GY -1.47 2.5 414 CON GY -1.313 2.5 449 CON GY 0.284 2.5 464 CON GY -0.98 2.5 ******************************************************** ******************************************************** LOAD 5 TEST LOAD (DT) LOAD 6 WIND LOAD +X (WL+X) ************wind on str********* *Wind load on structure WIND LOAD X 0.36 TYPE 1 XR -0.1 0.1 YR 0 15 ZR -1.4 5 OPEN WIND LOAD X 0.36 TYPE 1 XR 5.9 6.1 YR 0 15 ZR -1.4 5 OPEN WIND LOAD X 0.64 TYPE 1 XR 11.9 12.1 YR 0 15 ZR 0 5 OPEN WIND LOAD X 0.64 TYPE 1 XR 15.9 16 YR 0 15 ZR -0.3 5 OPEN WIND LOAD X 0.64 TYPE 1 XR 27.9 28 YR 0 15 ZR -0.3 5 OPEN WIND LOAD X 0.54 TYPE 1 XR 30.7 30.8 YR 0 15 ZR -1.3 6.5 OPEN WIND LOAD X 0.54 TYPE 1 XR 35.2 35.3 YR 0 15 ZR -1.3 6.5 OPEN WIND LOAD X 0.54 TYPE 1 XR 42.4 42.5 YR 0 15 ZR 0 5 OPEN *Wind load on pipe *********************************************At EL. 10.365*********** **MAX PIPE DIA = 20" *****Cf FOR CIRCULAR PIPE = 0.7 ***Max DIA. OF PIPE (D) = 4" = 0.089 m ***CONTRIBUTORY LENGTH OF PIPE (L) = 6.0 m *At 10.365 m, q = 0.574 KN/m2 ***WIND LOAD = (D+0.1w)*L*p*Cf = 0.115 x 6.0 x 0.574 x0.7 = 0.278 kN JOINT LOAD 17 19 FX 0.278 *********************************************At EL. 14.9********** **MAX PIPE DIA = 12" *****Cf FOR CIRCULAR PIPE = 0.7 ***DIA. OF PIPE (D) = 2.6 m ***CONTRIBUTORY LENGTH OF PIPE (L) = 6 m *At 14.9 m, q = 0.73 KN/m2 ***WIND LOAD = (D+0.1w)*L*p*Cf = 2.624 x6 x 0.73 x0.7 = 8.045 kN 69 70 FX 8.045 *********************************************At EL. 12.27********** **MAX PIPE DIA = 24" *****Cf FOR CIRCULAR PIPE = 0.7 ***DIA. OF PIPE (D) = 24" = 0.61 m ***CONTRIBUTORY LENGTH OF PIPE (L) = 6 m *At 12.27 m, q = 0.648 KN/m2 ***WIND LOAD = (D+0.1w)*L*p*Cf = 0.64 x6 x0.648 x0.7 = 1.742 kN 35 FX 1.742 ****************XXXXX************************* PERFORM ANALYSIS CHANGE ************************************************************** LOAD 7 WIND LOAD -X (WL-X) *Wind load on structure WIND LOAD X -0.36 TYPE 1 XR -0.1 0.1 YR 0 15 ZR -1.4 5 OPEN WIND LOAD X -0.36 TYPE 1 XR 5.9 6.1 YR 0 15 ZR -1.4 5 OPEN WIND LOAD X -0.64 TYPE 1 XR 11.9 12.1 YR 0 15 ZR 0 5 OPEN WIND LOAD X -0.64 TYPE 1 XR 15.9 16 YR 0 15 ZR -0.3 5 OPEN WIND LOAD X -0.64 TYPE 1 XR 27.9 28 YR 0 15 ZR -0.3 5 OPEN WIND LOAD X -0.54 TYPE 1 XR 30.7 30.8 YR 0 15 ZR -1.3 6.5 OPEN WIND LOAD X -0.54 TYPE 1 XR 35.2 35.3 YR 0 15 ZR -1.3 6.5 OPEN WIND LOAD X -0.54 TYPE 1 XR 42.4 42.5 YR 0 15 ZR 0 5 OPEN *Wind load on pipe *********************************************At EL. 10.365*********** **MAX PIPE DIA = 20" *****Cf FOR CIRCULAR PIPE = 0.7 ***Max DIA. OF PIPE (D) = 4" = 0.089 m ***CONTRIBUTORY LENGTH OF PIPE (L) = 6.0 m *At 10.365 m, q = 0.574 KN/m2 ***WIND LOAD = (D+0.1w)*L*p*Cf = 0.115 x 6.0 x 0.574 x0.7 = 0.278 kN JOINT LOAD 17 19 FX -0.278 *********************************************At EL. 14.9********** **MAX PIPE DIA = 12" *****Cf FOR CIRCULAR PIPE = 0.7 ***DIA. OF PIPE (D) = 2.6 m ***CONTRIBUTORY LENGTH OF PIPE (L) = 6 m *At 14.9 m, q = 0.73 KN/m2 ***WIND LOAD = (D+0.1w)*L*p*Cf = 2.624 x6 x 0.73 x0.7 = 8.045 kN 69 70 FX -8.045 *********************************************At EL. 12.27********** **MAX PIPE DIA = 24" *****Cf FOR CIRCULAR PIPE = 0.7 ***DIA. OF PIPE (D) = 24" = 0.61 m ***CONTRIBUTORY LENGTH OF PIPE (L) = 6 m *At 12.27 m, q = 0.648 KN/m2 ***WIND LOAD = (D+0.1w)*L*p*Cf = 0.64 x6 x0.648 x0.7 = 1.742 kN 35 FX -1.742 ****************XXXXX************************* PERFORM ANALYSIS CHANGE ************************************************************** LOAD 8 WIND LOAD +Z (WL+Z) *Wind Load on Structure WIND LOAD Z 0.28 TYPE 1 XR 0 43 YR 0 15 ZR -0.1 0.1 OPEN WIND LOAD Z 0.28 TYPE 1 XR 0 43 YR 0 15 ZR 4.9 5.1 OPEN ** *********xxxxxxxxxx********** *********************************************At EL. 10.45********** **MAX PIPE DIA = 6" *****Cf FOR CIRCULAR PIPE = 0.7 ***DIA. OF PIPE (D) = 6" = 0.168 m ***CONTRIBUTORY LENGTH OF PIPE (L) = 3 m *At 10.45 m, q = 0.58 KN/m2 ***WIND LOAD = (D+0.1w)*L*p*Cf = 0.198 x3 x0.58 x0.7 = 0.24 kN JOINT LOAD 75 174 183 193 195 FZ 0.24 *********************************************At EL. 11.35********** **MAX PIPE DIA = 12" *****Cf FOR CIRCULAR PIPE = 0.7 ***DIA. OF PIPE (D) = 12" = 0.324 m ***CONTRIBUTORY LENGTH OF PIPE (L) = 6 m *At 11.35 m, q = 0.614 KN/m2 ***WIND LOAD = (D+0.1w)*L*p*Cf = 0.35 x6 x0.614 x0.7 = 0.91 kN 20 22 32 33 41 49 55 81 83 260 FZ 0.91 *********************************************At EL. 12.27********** **MAX PIPE DIA = 24" *****Cf FOR CIRCULAR PIPE = 0.7 ***DIA. OF PIPE (D) = 24" = 0.61 m ***CONTRIBUTORY LENGTH OF PIPE (L) = 6 m *At 12.27 m, q = 0.648 KN/m2 ***WIND LOAD = (D+0.1w)*L*p*Cf = 0.64 x6 x0.648 x0.7 = 1.742 kN 36 43 51 53 77 FZ 1.742 *********************************************At EL. 13.85********** **MAX PIPE DIA = 24" *****Cf FOR CIRCULAR PIPE = 0.7 ***DIA. OF PIPE (D) = 24" = 0.61 m ***CONTRIBUTORY LENGTH OF PIPE (L) = 6 m *At 13.85 m, q = 0.695 KN/m2 ***WIND LOAD = (D+0.1w)*L*p*Cf = 0.628 x6 x0.695 x0.7 = 1.83 kN ****** 26 39 45 71 72 117 119 FZ 1.833 ******* *For 32" pipe *****Cf FOR CIRCULAR PIPE = 0.7 ***DIA. OF PIPE (D) = 32" = 0.8 m ***CONTRIBUTORY LENGTH OF PIPE (L1) = 12 m *At 13.27 m, q = 0.68 KN/m2 ***WIND LOAD1 = (D+0.1w)*L*p*Cf = 0.83 x12 x0.68 x0.7 = 4.74 kN JOINT LOAD 187 FZ 4.74 ***CONTRIBUTORY LENGTH OF PIPE (L2) = 7 m ***WIND LOAD2 = (D+0.1w)*L*p*Cf = 0.83 x7 x0.68 x0.7 = 2.09 kN 188 203 FZ 2.76 *********xxxxxxxxxx**********New pipe ********** *********************************************At EL. 13.85********** ***MAX PIPE DIA = 24" ******Cf FOR CIRCULAR PIPE = 0.7 ****DIA. OF PIPE (D) = 24" = 0.61 m ****CONTRIBUTORY LENGTH OF PIPE (L) = 3 m **At 13.85 m, q = 0.695 KN/m2 ****WIND LOAD = (D+0.1w)*L*p*Cf = 0.628 x3 x0.695 x0.7 = 0.92 kN *71 72 123 233 234 246 247 FZ 0.92 PERFORM ANALYSIS CHANGE LOAD 9 WIND LOAD -Z (WL-Z) ************************************************************* WIND LOAD Z -0.28 TYPE 1 XR 0 43 YR 0 15 ZR -0.1 0.1 OPEN WIND LOAD Z -0.28 TYPE 1 XR 0 43 YR 0 15 ZR 4.9 5.1 OPEN * *********xxxxxxxxxx********** *********************************************At EL. 10.45********** **MAX PIPE DIA = 6" *****Cf FOR CIRCULAR PIPE = 0.7 ***DIA. OF PIPE (D) = 6" = 0.168 m ***CONTRIBUTORY LENGTH OF PIPE (L) = 3 m *At 10.45 m, q = 0.58 KN/m2 ***WIND LOAD = (D+0.1w)*L*p*Cf = 0.198 x3 x0.58 x0.7 = 0.24 kN JOINT LOAD 75 174 183 193 195 FZ -0.24 *********************************************At EL. 11.35********** **MAX PIPE DIA = 12" *****Cf FOR CIRCULAR PIPE = 0.7 ***DIA. OF PIPE (D) = 12" = 0.324 m ***CONTRIBUTORY LENGTH OF PIPE (L) = 6 m *At 11.35 m, q = 0.614 KN/m2 ***WIND LOAD = (D+0.1w)*L*p*Cf = 0.35 x6 x0.614 x0.7 = 0.91 kN 20 22 32 33 41 49 55 81 83 260 FZ -0.91 *********************************************At EL. 12.27********** **MAX PIPE DIA = 24" *****Cf FOR CIRCULAR PIPE = 0.7 ***DIA. OF PIPE (D) = 24" = 0.61 m ***CONTRIBUTORY LENGTH OF PIPE (L) = 6 m *At 12.27 m, q = 0.648 KN/m2 ***WIND LOAD = (D+0.1w)*L*p*Cf = 0.64 x6 x0.648 x0.7 = 1.742 kN 36 43 51 53 77 FZ -1.742 *********************************************At EL. 13.85********** **MAX PIPE DIA = 24" *****Cf FOR CIRCULAR PIPE = 0.7 ***DIA. OF PIPE (D) = 24" = 0.61 m ***CONTRIBUTORY LENGTH OF PIPE (L) = 6 m *At 13.85 m, q = 0.695 KN/m2 ***WIND LOAD = (D+0.1w)*L*p*Cf = 0.628 x6 x0.695 x0.7 = 1.83 kN ****** 26 39 45 71 72 117 119 FZ -1.833 ******* *For 32" pipe *****Cf FOR CIRCULAR PIPE = 0.7 ***DIA. OF PIPE (D) = 32" = 0.8 m ***CONTRIBUTORY LENGTH OF PIPE (L1) = 12 m *At 13.27 m, q = 0.68 KN/m2 ***WIND LOAD1 = (D+0.1w)*L*p*Cf = 0.83 x12 x0.68 x0.7 = 4.74 kN JOINT LOAD 187 FZ -4.74 ***CONTRIBUTORY LENGTH OF PIPE (L2) = 7 m ***WIND LOAD2 = (D+0.1w)*L*p*Cf = 0.83 x7 x0.68 x0.7 = 2.09 kN 188 203 FZ -2.76 *********xxxxxxxxxx**********New pipe ********** *********************************************At EL. 13.85********** ***MAX PIPE DIA = 24" ******Cf FOR CIRCULAR PIPE = 0.7 ****DIA. OF PIPE (D) = 24" = 0.61 m ****CONTRIBUTORY LENGTH OF PIPE (L) = 3 m **At 13.85 m, q = 0.695 KN/m2 ****WIND LOAD = (D+0.1w)*L*p*Cf = 0.628 x3 x0.695 x0.7 = 0.92 kN *71 72 123 233 234 246 247 FZ 0.92 MEMBER LOAD 212 CON GZ -1.96 417 CON GZ -2.36 41 273 CON GZ -2.8 116 CON GZ -2.5 PERFORM ANALYSIS CHANGE LOAD 10 PIPE FRICTION LOAD X (PFX) ************************************************* ********************X-DIRECTION****************** ************************************************* *Pipe Friction Load at Piping Levels *Single pipe = 40% of operating load *2 to 3 pipes = 30% of operating load *4 to 6 pipes = 20 % of operating load *more than 6 pipes = 10 % of operating load ** *For pipe < 8" *Total Pipe Content load = 1.2 KN/m2 *Operating Pipe Load = content load = 1.2 kN/m2 *span = 3 m *load = 1.2 x 3 = 3.6 KN/m ************************** *At EL 10.355 m *All pipes < 8" *pipes are > 6 *load = 0.1 x 3.6 = 0.36 KN/m MEMBER LOAD 11 13 UNI GX 0.36 ************************** *At EL 10.45m *All pipes < 8" *pipes are > 6 *load = 0.1 x 3.6 = 0.36 KN/m 317 330 344 345 440 UNI GX 0.36 *************************** *At EL 11.35m *For 10" pipe *Pipe Operating load = 111.11 kg/m *span = 3 m *load = 111.11 x 0.0098 x 3 = 3.26 KN *FOR TWO PIPE *LOAD = 3.26 X 0.3 = 0.978 KN 276 CON GX 0.978 0.4 276 CON GX 0.978 0.4 * *For 12" *Pipe Operating load = 151.86 kg/m *span = 3m *load = 151.86 x 3 x 0.0098 = 4.46 KN *FOR TWO PIPE *LOAD = 4.46 X 0.3 = 1.338 KN 276 CON GX 1.338 0.975 * *For pipes>6, 10% loads *For pipes <8" *load = 3.6x0.1 = 0.36 19 20 23 33 34 465 UNI GX 0.36 *For 8" pipe *Pipe Operating load = 74.81 kg/m *span 1 = 6.934 m *load = 6.934 x 74.81 x 0.0098 = 5 KN *LOAD = 5 X 0.1 = 0.5 KN 20 CON GX 0.5 0.74 *span 2 = 4.5 m *load = 4.5 x 74.81 x 0.0098 = 3.3 KN *LOAD = 3.3 X 0.1 = 0.33 KN 23 CON GX 0.33 0.74 *span 3 = 6.357 m *load = 6.357 x 74.81 x 0.0098 = 4.66 KN *LOAD = 4.66 X 0.1 = 0.466 KN 33 CON GX 0.466 0.74 ********************************* ***** *At EL 12.27 m *No of pipes > 6, 10% loads *For 24" pipe *Opearing load = 415.24 kg/m *span 1 = 6m *load 1 = 415.24 x 0.0098 x 6 = 24.416 KN *load = 0.1 x 24.416 = 2.416 35 45 202 CON GX 2.416 1 ** for 3m span *** 68 443 CON GX 1.2 1 ** *For 8" pipe *Empty load = 74.81 kg/m *span 1 = 6 m *load 1 = 74.81 x 0.0098 x 6 = 4.4 KN *load = 0.1 x 4.4 = 0.44 KN *span 2 = 3 m *load 2 = 74.81 x 0.0098 x 3 = 2.2 KN *load = 0.1 x 2.2 = 0.22 KN 35 45 202 CON GX 0.44 1.66 68 127 318 443 CON GX 0.22 1.66 35 45 202 CON GX 0.44 2.297 68 127 318 443 CON GX 0.22 2.297 35 202 CON GX 0.44 3.315 556 CON GX 0.44 0.815 88 90 CON GX 0.22 0.815 127 318 CON GX 0.22 3.315 ** *For 20" pipe *Empty load = 362.65 kg/m *span 1 = 6m *load 1 = 362.65 x 0.0098 x 6 = 21.32 KN *load = 0.1 x 21.32 = 2.132 *span 2 = 3 m *load 2 = 362.65 x 0.0098 x 3 = 10.66 KN *load = 0.1 x 10.66 = 1.066 32 CON GX 1.066 1.825 35 202 CON GX 2.132 3.89 556 CON GX 2.132 1.39 88 90 CON GX 1.066 1.39 127 318 CON GX 1.066 3.89 32 CON GX 1.066 2.695 35 202 CON GX 2.132 4.52 556 CON GX 2.132 2.02 88 90 CON GX 1.066 2.02 127 318 CON GX 1.066 4.52 ** *for pipes < 8 *Load = 0.1 x 3.6 = 0.36 32 UNI GX 0.36 0.3 1.571 32 UNI GX 0.36 2.95 3.98 35 45 68 202 443 UNI GX 0.36 0 0.695 127 318 CON GX 0.36 1.56 35 45 68 202 443 UNI GX 0.36 1.3 1.56 35 45 68 127 202 318 443 UNI GX 0.36 1.76 2.195 35 127 202 318 UNI GX 0.36 2.4 3.21 45 UNI GX 0.36 2.4 2.5 556 UNI GX 0.36 0 0.71 88 90 UNI GX 0.36 0 0.713 * ******************************************* *At EL 13.85 m *For pipes <8" *PIPES > 6 *LOAD = 0.1 X 1.14 = 0.114 KN/m 21 41 50 212 214 220 267 272 273 414 417 449 464 UNI GX 0.114 1.885 5 472 UNI GX 0.114 0 2.5 471 UNI GX 0.114 1.885 2.5 **** *For 24" pipe filled with gas, *Operating load = 10% = 10% of (415.24-141.12) = 27.412 kg/m *Content load = 141.12 + 27.412 = 168.532 kg/m = 1.652 KN/m *span = 6 m *load = 6 x 1.652 = 9.912 KN *LOAD = 0.1 X 9.912 = 0.9912 ************************************ *For 32" pipe *SINGLE PIPE *Operating load = 818.13 kg/m *span 1 = 12m *load 1 = 818.13 x 0.0098 x 12 = 96.2 KN *LOAD = 0.4 X 96.2 = 38.48 KN JOINT LOAD 187 FX 38.48 *span 2 = 7 m *load 2 = 818.13 x 0.0098 x 7 = 56.12 KN *LOAD = 0.4 X 56.12 = 22.45 KN 188 FX 22.45 MEMBER LOAD 368 CON GX 22.45 0.5 ************************************** *For 6" line *Operating load = 46.89 kg/m *span = 6m *load = 46.89 x 0.0098 x 6 = 2.76 KN *SINGLE LINE LOAD = 0.4 X 2.76 = 1.104 KN ************************************** *At EL 14.9 *Duct is anchored at beam top so friction load not applicable. ************************************** *Loads given by Piping for MPS & as per Stress report CFC_SA_01 REV P8 dated *23 APR 24 ** MEMBER LOAD 471 CON GX 3.76 1.5 41 CON GX 3.39 1.5 116 CON GX 15.86 0.85 *Loads given by Piping for MPS & as per Stress report CFC_SA_03 REV P2 dated *19 MAR 24 (STEAM LINE) 21 CON GX 0.28 3.2 41 CON GX 0.323 3.2 272 CON GX 0.204 3.2 220 CON GX 0.27 3.2 273 CON GX 0.278 3.2 50 CON GX 0.3 3.2 414 CON GX 0.214 3.2 449 CON GX 0.165 3.2 *Loads given by Piping for MPS & as per Stress report CFC_SA_04 REV P2 dated *19 MAR 24 (Anode gas LINE) 389 CON GY 0.112 2.5 212 CON GX 1.32 2.5 417 CON GX 0.622 2.5 267 CON GX 0.339 2.5 41 CON GX 0.243 2.5 272 CON GX 0.38 2.5 220 CON GX 0.23 2.5 50 CON GX 0.531 2.5 449 CON GX 0.113 2.5 464 CON GX 0.312 2.5 *** ******************************************************** ****************XXXXX******************** PERFORM ANALYSIS CHANGE ****************************************************************************** LOAD 11 PIPE FRICTION LOAD Z (PFZ) ************************************** ************************************************* ********************Z-DIRECTION****************** ************************************************* *Pipe Friction Load at Piping Levels *Single pipe = 40% of operating load *2 to 3 pipes = 30% of operating load *4 to 6 pipes = 20 % of operating load *more than 6 pipes = 10 % of operating load ** *For pipe < 8" *Total Pipe Content load = 1.2 KN/m2 *Operating Pipe Load = content load = 1.2 kN/m2 *span = 3 m *load = 1.2 x 3 = 3.6 KN/m ************************** *At EL 10.355 m *All pipes < 8" *pipes are > 6 *load = 0.1 x 3.6 = 0.36 KN/m MEMBER LOAD 11 13 UNI GZ 0.36 ************************** *At EL 10.45m *All pipes < 8" *pipes are > 6 *load = 0.1 x 3.6 = 0.36 KN/m 317 330 344 345 440 UNI GZ 0.36 *************************** *At EL 11.35m *For 10" pipe *Pipe Operating load = 111.11 kg/m *span = 3 m *load = 111.11 x 0.0098 x 3 = 3.26 KN *FOR TWO PIPE *LOAD = 3.26 X 0.3 = 0.978 KN 276 CON GZ 0.978 0.4 276 CON GZ 0.978 0.4 * *For 12" *Pipe Operating load = 151.86 kg/m *span = 3m *load = 151.86 x 3 x 0.0098 = 4.46 KN *FOR TWO PIPE *LOAD = 4.46 X 0.3 = 1.338 KN 276 CON GZ 1.338 0.975 * *For pipes>6, 10% loads *For pipes <8" *load = 3.6x0.1 = 0.36 19 20 23 33 34 465 UNI GZ 0.36 *For 8" pipe *Pipe Operating load = 74.81 kg/m *span 1 = 6.934 m *load = 6.934 x 74.81 x 0.0098 = 5 KN *LOAD = 5 X 0.1 = 0.5 KN 20 CON GZ 0.5 0.74 *span 2 = 4.5 m *load = 4.5 x 74.81 x 0.0098 = 3.3 KN *LOAD = 3.3 X 0.1 = 0.33 KN 23 CON GZ 0.33 0.74 *span 3 = 6.357 m *load = 6.357 x 74.81 x 0.0098 = 4.66 KN *LOAD = 4.66 X 0.1 = 0.466 KN 33 CON GZ 0.466 0.74 ************************************** *At EL 12.27 m *No of pipes > 6, 10% loads *For 24" pipe *Opearing load = 415.24 kg/m *span 1 = 6m *load 1 = 415.24 x 0.0098 x 6 = 24.416 KN *load = 0.1 x 24.416 = 2.416 35 45 202 CON GZ 2.416 1 ** for 3m span *** 68 443 CON GZ 1.2 1 ** *For 8" pipe *Empty load = 74.81 kg/m *span 1 = 6 m *load 1 = 74.81 x 0.0098 x 6 = 4.4 KN *load = 0.1 x 4.4 = 0.44 KN *span 2 = 3 m *load 2 = 74.81 x 0.0098 x 3 = 2.2 KN *load = 0.1 x 2.2 = 0.22 KN 35 45 202 CON GZ 0.44 1.66 68 127 318 443 CON GZ 0.22 1.66 35 45 202 CON GZ 0.44 2.297 68 127 318 443 CON GZ 0.22 2.297 35 202 CON GZ 0.44 3.315 556 CON GZ 0.44 0.815 88 90 CON GZ 0.22 0.815 127 318 CON GZ 0.22 3.315 ** *For 20" pipe *Empty load = 362.65 kg/m *span 1 = 6m *load 1 = 362.65 x 0.0098 x 6 = 21.32 KN *load = 0.1 x 21.32 = 2.132 *span 2 = 3 m *load 2 = 362.65 x 0.0098 x 3 = 10.66 KN *load = 0.1 x 10.66 = 1.066 32 CON GZ 1.066 1.825 35 202 CON GZ 2.132 3.89 556 CON GZ 2.132 1.39 88 90 CON GZ 1.066 1.39 127 318 CON GZ 1.066 3.89 32 CON GZ 1.066 2.695 35 202 CON GZ 2.132 4.52 556 CON GZ 2.132 2.02 88 90 CON GZ 1.066 2.02 127 318 CON GZ 1.066 4.52 ** *for pipes < 8 *Load = 0.1 x 3.6 = 0.36 32 UNI GZ 0.36 0.3 1.571 32 UNI GZ 0.36 2.95 3.98 35 45 68 202 443 UNI GZ 0.36 0 0.695 127 318 CON GZ 0.36 1.56 35 45 68 202 443 UNI GZ 0.36 1.3 1.56 35 45 68 127 202 318 443 UNI GZ 0.36 1.76 2.195 35 127 202 318 UNI GZ 0.36 2.4 3.21 45 UNI GZ 0.36 2.4 2.5 556 UNI GZ 0.36 0 0.71 88 90 UNI GZ 0.36 0 0.713 * ******************************************* *At EL 13.85 m *For pipes <8" *PIPES > 6 *LOAD = 0.1 X 1.14 = 0.114 KN/m 21 41 50 212 214 220 267 272 273 414 417 449 464 UNI GZ 0.114 1.885 5 472 UNI GZ 0.114 0 2.5 471 UNI GZ 0.114 1.885 2.5 **** *For 24" pipe filled with gas, *Operating load = 10% = 10% of (415.24-141.12) = 27.412 kg/m *Content load = 141.12 + 27.412 = 168.532 kg/m = 1.652 KN/m *span = 6 m *load = 6 x 1.652 = 9.912 KN *LOAD = 0.1 X 9.912 = 0.9912 ************************************ *For 32" pipe *SINGLE PIPE *Operating load = 818.13 kg/m *span 1 = 12m *load 1 = 818.13 x 0.0098 x 12 = 96.2 KN *LOAD = 0.4 X 96.2 = 38.48 KN JOINT LOAD 187 FZ 38.48 *span 2 = 7 m *load 2 = 818.13 x 0.0098 x 7 = 56.12 KN *LOAD = 0.4 X 56.12 = 22.45 KN 188 FZ 22.45 MEMBER LOAD 368 CON GZ 22.45 0.5 ************************************** *For 6" line *Operating load = 46.89 kg/m *span = 6m *load = 46.89 x 0.0098 x 6 = 2.76 KN *SINGLE LINE LOAD = 0.4 X 2.76 = 1.104 KN ************************************** *At EL 14.9 *Duct is anchored at beam top so friction load not applicable. ************************************** *Loads given by Piping for MPS & as per Stress report CFC_SA_01 REV P8 dated *23 APR 24 ** MEMBER LOAD 471 CON GZ 0.924 1.5 116 CON GZ 10.08 0.85 *Loads given by Piping for MPS & as per Stress report CFC_SA_03 REV P2 dated *19 MAR 24 (STEAM LINE) 449 CON GZ 0.16 3.2 *Loads given by Piping for MPS & as per Stress report CFC_SA_04 REV P2 dated *19 MAR 24 (Anode gas LINE) 212 CON GZ 0.018 2.5 417 CON GZ 0.16 2.5 267 CON GZ 0.053 2.5 272 CON GZ 0.108 2.5 449 CON GZ 0.014 2.5 464 CON GZ 0.222 2.5 *** ******************************************************** ****************XXXXX******************** PERFORM ANALYSIS CHANGE ******************************************************** LOAD 12 PIPE ANCHOR LOAD X (PAX) *** * 5% Pipe Guide load in X-direction ************************************************* ********************X-DIRECTION****************** ************************************************* *For pipe < 8" *Total Pipe Content load = 1.2 KN/m2 *Operating Pipe Load = content load = 1.2 kN/m2 *span = 3 m *load = 1.2 x 3 = 3.6 KN/m *Anchor/guide = 0.05 x 3.6 = 0.18 KN/m ************************** *At EL 10.355 m *All pipes < 8" MEMBER LOAD 11 13 UNI GX 0.18 ************************** *At EL 10.45m *All pipes < 8" 330 344 345 440 UNI GX 0.18 *************************** *At EL 11.35m *For 10" pipe *Pipe Operating load = 111.11 kg/m *span = 3 m *load = 111.11 x 0.0098 x 3 = 3.26 KN *Anchor/guide = 0.05 x 3.26 = 0.163 KN 276 CON GX 0.163 0.4 * *For 12" *Pipe Operating load = 151.86 kg/m *span = 3m *load = 151.86 x 3 x 0.0098 = 4.46 KN *Anchor/guide = 0.05 x 4.46 = 0.223 KN 276 CON GX 0.223 0.975 * *For pipes <8" 19 20 23 33 34 465 UNI GX 0.18 *For 8" pipe *Pipe Operating load = 74.81 kg/m *span 1 = 6.934 m *load = 6.934 x 74.81 x 0.0098 = 5 KN *anchor/guide = 0.05 x 5 = 0.25 KN 20 CON GX 0.25 0.74 *span 2 = 4.5 m *load = 4.5 x 74.81 x 0.0098 = 3.3 KN *anchor/guide = 0.05 x 3.3 = 0.165 KN 23 CON GX 0.165 0.74 *span 3 = 6.357 m *load = 6.357 x 74.81 x 0.0098 = 4.66 KN *anchor/guide = 0.05 x 4.66 = 0.233 KN 33 CON GX 0.233 0.74 ********************************* *At EL 12.27 m *For 24" pipe *Opearing load = 415.24 kg/m *span 1 = 6m *load 1 = 415.24 x 0.0098 x 6 = 24.416 KN *anchor/guide = 0.05 x 24.416 = 1.221 KN 35 45 202 CON GX 1.221 1 ** for 3m span *** 68 443 CON GX 0.6 1 ** *For 8" pipe *Empty load = 74.81 kg/m *span 1 = 6 m *load 1 = 74.81 x 0.0098 x 6 = 4.4 KN *anchor/guide = 0.05 x 4.4 = 0.22 KN *span 2 = 3 m *load 2 = 74.81 x 0.0098 x 3 = 2.2 KN *anchor/guide = 0.05 x 2.2 = 0.11 KN 35 45 202 CON GX 0.22 1.66 68 127 443 CON GX 0.11 1.66 35 45 202 CON GX 0.22 2.297 68 127 443 CON GX 0.11 2.297 35 202 CON GX 0.22 3.315 556 CON GX 0.22 0.815 88 90 CON GX 0.11 0.815 127 CON GX 0.11 3.315 ** *For 20" pipe *Empty load = 362.65 kg/m *span 1 = 6m *load 1 = 362.65 x 0.0098 x 6 = 21.32 KN *anchor/guide = 0.05 x 21.32 = 1.067 KN *span 2 = 3 m *load 2 = 362.65 x 0.0098 x 3 = 10.66 KN *anchor/guide = 0.05 x 10.66 = 0.533 KN 32 CON GX 0.533 1.825 35 202 CON GX 1.067 3.89 556 CON GX 1.067 1.39 88 90 CON GX 0.533 1.39 127 CON GX 0.533 3.89 32 CON GX 0.533 2.695 35 202 CON GX 1.067 4.52 556 CON GX 1.067 2.02 88 90 CON GX 0.533 2.02 127 CON GX 0.533 4.52 ** *for pipes < 8" 32 UNI GX 0.18 0.3 1.571 32 UNI GX 0.18 2.95 3.98 35 45 68 202 443 UNI GX 0.18 0 0.695 127 CON GX 0.18 1.56 35 45 68 202 443 UNI GX 0.18 1.3 1.56 35 45 68 127 202 443 UNI GX 0.18 1.76 2.195 35 127 202 UNI GX 0.18 2.4 3.21 556 UNI GX 0.18 0 0.71 45 UNI GX 0.18 2.4 2.5 88 90 UNI GX 0.18 0 0.713 ******************************************* *At EL 13.85 m *For pipes <8" *Total Pipe Content load = 0.38 KN/m2 *Operating Pipe Load = content load = 0.38 kN/m2 *span = 3 m *load = 0.38 x 3 = 1.14 KN/m *Anchor/guide = 0.05 x 1.14 = 0.06 KN/m 21 41 50 212 214 220 267 272 273 414 417 449 464 UNI GX 0.06 1.885 5 472 UNI GX 0.06 0 2.5 471 UNI GX 0.06 1.885 2.5 **** *For 24" pipe filled with gas, *Operating load = 10% = 10% of (415.24-141.12) = 27.412 kg/m *Content load = 141.12 + 27.412 = 168.532 kg/m = 1.652 KN/m *span = 6 m *load = 6 x 1.652 = 9.912 KN *anchor/guide = 0.05 x 9.912 = 0.495 KN ************************************ *For 32" pipe *Operating load = 818.13 kg/m *span 1 = 12m *load 1 = 818.13 x 0.0098 x 12 = 96.2 KN *anchor/guide = 0.05 x 96.2 = 4.81 KN JOINT LOAD 187 FX 4.81 *span 2 = 7 m *load 2 = 818.13 x 0.0098 x 7 = 56.12 KN *anchor/guide = 0.05 x 56.12 = 2.806 KN 188 FX 2.806 MEMBER LOAD 368 CON GX 2.806 0.5 ************************************** *For 6" line *Operating load = 46.89 kg/m *span = 6m *load = 46.89 x 0.0098 x 6 = 2.76 KN *anchor/guide = 0.05 x 2.76 = 0.138 KN ********************************* *At EL 14.9 *pipe dia = 2.6 m *In absence of data of the existing duct under consideration, we have referred - *the information available for similar duct connecting the furnace F-6701 - *to stack SK-6701. *Pipe empty load = 14.4 KN/m = 15 KN/m *Consider unit length and density of water = 10 KN/m3, *Water filled weight of pipe = ((3.142 x 2.6 x 2.6)/4) x 10 = 53.1 KN/m *considering 10% operating weight *operating weight = 15 + (0.1 x 53.1) = 20.31 KN/m *Considering 21 KN/m *span = 6 m *load = 21 x 6 = 126 KN *anchor load = 0.05 x 126 = 6.3 KN JOINT LOAD 69 70 FX 6.3 *** *Loads given by Piping for MPS & as per Stress report CFC_SA_01 REV P8 dated *23 APR 24 MEMBER LOAD 417 CON GX 12.9 1.5 273 CON GX 16.42 1.5 *Loads given by Piping for MPS & as per Stress report CFC_SA_03 REV P2 dated *19 MAR 24 (STEAM LINE) 212 CON GX 0.97 3.2 464 CON GX 1.181 3.2 *Loads given by Piping for MPS & as per Stress report CFC_SA_04 REV P2 dated *19 MAR 24 (Anode gas LINE) 414 CON GX 0.754 2.5 ****************XXXXX************************* ******************************************************** PERFORM ANALYSIS CHANGE ***************************************************************************** LOAD 13 PIPE ANCHOR LOAD Z (PAZ) *** * 5% Pipe Guide load in Z-direction ************************************************* ********************Z-DIRECTION****************** ************************************************* *For pipe < 8" *Total Pipe Content load = 1.2 KN/m2 *Operating Pipe Load = content load = 1.2 kN/m2 *span = 3 m *load = 1.2 x 3 = 3.6 KN/m *Anchor/guide = 0.05 x 3.6 = 0.18 KN/m ************************** *At EL 10.355 m *All pipes < 8" MEMBER LOAD 11 13 UNI GZ 0.18 ************************** *At EL 10.45m *All pipes < 8" 330 344 345 440 UNI GZ 0.18 *************************** *At EL 11.35m *For 10" pipe *Pipe Operating load = 111.11 kg/m *span = 3 m *load = 111.11 x 0.0098 x 3 = 3.26 KN *Anchor/guide = 0.05 x 3.26 = 0.163 KN 276 CON GZ 0.163 0.4 * *For 12" *Pipe Operating load = 151.86 kg/m *span = 3m *load = 151.86 x 3 x 0.0098 = 4.46 KN *Anchor/guide = 0.05 x 4.46 = 0.223 KN 276 CON GZ 0.223 0.975 * *For pipes <8" 19 20 23 33 34 465 UNI GZ 0.18 *For 8" pipe *Pipe Operating load = 74.81 kg/m *span 1 = 6.934 m *load = 6.934 x 74.81 x 0.0098 = 5 KN *anchor/guide = 0.05 x 5 = 0.25 KN 20 CON GZ 0.25 0.74 *span 2 = 4.5 m *load = 4.5 x 74.81 x 0.0098 = 3.3 KN *anchor/guide = 0.05 x 3.3 = 0.165 KN 23 CON GZ 0.165 0.74 *span 3 = 6.357 m *load = 6.357 x 74.81 x 0.0098 = 4.66 KN *anchor/guide = 0.05 x 4.66 = 0.233 KN 33 CON GZ 0.233 0.74 ********************************* *At EL 12.27 m *For 24" pipe *Opearing load = 515 kg/m *span 1 = 6m *load 1 = 515 x 0.0098 x 6 = 30.28 KN *anchor/guide = 0.05 x 30.28 = 1.514 KN 35 45 202 CON GZ 1.514 1 ** for 3m span *** 68 443 CON GZ 0.75 1 ** *For 8" pipe *Empty load = 74.81 kg/m *span 1 = 6 m *load 1 = 74.81 x 0.0098 x 6 = 4.4 KN *anchor/guide = 0.05 x 4.4 = 0.22 KN *span 2 = 3 m *load 2 = 74.81 x 0.0098 x 3 = 2.2 KN *anchor/guide = 0.05 x 2.2 = 0.11 KN 35 45 202 CON GZ 0.22 1.66 68 127 443 CON GZ 0.11 1.66 35 45 202 CON GZ 0.22 2.297 68 127 443 CON GZ 0.11 2.297 35 202 CON GZ 0.22 3.315 556 CON GZ 0.22 0.815 88 90 CON GZ 0.11 0.815 127 CON GZ 0.11 3.315 ** *For 20" pipe *Empty load = 362.65 kg/m *span 1 = 6m *load 1 = 362.65 x 0.0098 x 6 = 21.32 KN *anchor/guide = 0.05 x 21.32 = 1.067 KN *span 2 = 3 m *load 2 = 362.65 x 0.0098 x 3 = 10.66 KN *anchor/guide = 0.05 x 10.66 = 0.533 KN 32 CON GZ 0.533 1.825 35 202 CON GZ 1.067 3.89 556 CON GZ 1.067 1.39 88 90 CON GZ 0.533 1.39 127 CON GZ 0.533 3.89 32 CON GZ 0.533 2.695 35 202 CON GZ 1.067 4.52 556 CON GZ 1.067 2.02 88 90 CON GZ 0.533 2.02 127 CON GZ 0.533 4.52 ** *for pipes < 8" 32 UNI GZ 0.18 0.3 1.571 32 UNI GZ 0.18 2.95 3.98 35 45 68 202 443 UNI GZ 0.18 0 0.695 127 CON GZ 0.18 1.56 35 45 68 202 443 UNI GZ 0.18 1.3 1.56 35 45 68 127 202 443 UNI GZ 0.18 1.76 2.195 35 127 202 UNI GZ 0.18 2.4 3.21 556 UNI GZ 0.18 0 0.71 45 UNI GZ 0.18 2.4 2.5 88 90 UNI GZ 0.18 0 0.713 ******************************************* *At EL 13.85 m *For pipes <8" 21 41 50 212 214 220 267 272 273 414 417 449 464 UNI GZ 0.06 1.885 5 472 UNI GZ 0.06 0 2.5 471 UNI GZ 0.06 1.885 2.5 **** *For 24" pipe filled with gas, *Operating load = 10% = 10% of (415.24-141.12) = 27.412 kg/m *Content load = 141.12 + 27.412 = 168.532 kg/m = 1.652 KN/m *span = 6 m *load = 6 x 1.652 = 9.912 KN *anchor/guide = 0.05 x 9.912 = 0.495 KN ************************************ *For 32" pipe *Operating load = 818.13 kg/m *span 1 = 12m *load 1 = 818.13 x 0.0098 x 12 = 96.2 KN *anchor/guide = 0.05 x 96.2 = 4.81 KN JOINT LOAD 187 FZ 4.81 *span 2 = 7 m *load 2 = 818.13 x 0.0098 x 7 = 56.12 KN *anchor/guide = 0.05 x 56.12 = 2.806 KN 188 FZ 2.806 MEMBER LOAD 368 CON GZ 2.806 0.5 ************************************** *For 6" line *Operating load = 46.89 kg/m *span = 6m *load = 46.89 x 0.0098 x 6 = 2.76 KN *anchor/guide = 0.05 x 2.76 = 0.138 KN ************************* *At EL 14.9 *pipe dia = 2.6 m *In absence of data of the existing duct under consideration, we have referred - *the information available for similar duct connecting the furnace F- 6701 - *to stack SK-6701. *Pipe empty load = 14.4 KN/m = 15 KN/m *Consider unit length and density of water = 10 KN/m3, *Water filled weight of pipe = ((3.142 x 2.6 x 2.6)/4) x 10 = 53.1 KN/m *considering 10% operating weight *operating weight = 15 + (0.1 x 53.1) = 20.31 KN/m *Considering 21 KN/m *span = 6 m *load = 21 x 6 = 126 KN *anchor load = 0.05 x 126 = 6.3 KN JOINT LOAD 69 70 FZ 6.3 *** *Loads given by Piping for MPS & as per Stress report CFC_SA_01 REV P8 dated *23 APR 24 MEMBER LOAD 417 CON GZ 3.75 1.5 41 CON GZ 0.372 1.5 273 CON GZ 5.26 1.5 116 CON GZ 5.82 0.85 *Loads given by Piping for MPS & as per Stress report CFC_SA_03 REV P2 dated *19 MAR 24 (STEAM LINE) 212 CON GZ 0.011 3.2 21 CON GZ 0.034 3.2 41 CON GZ 0.15 3.2 272 CON GZ 0.214 3.2 464 CON GZ 0.214 3.2 *Loads given by Piping for MPS & as per Stress report CFC_SA_04 REV P2 dated *19 MAR 24 (Anode gas LINE) 41 CON GZ 0.095 2.5 220 CON GZ 0.05 2.5 50 CON GZ 0.037 2.5 414 CON GZ 0.494 2.5 ****************XXXXX************************* ******************************************************** PERFORM ANALYSIS CHANGE ******************************************************** ************************************************************** ************************************************************** LOAD 14 SNOW LOAD (SL) ************************************************************** LOAD 15 MAXIMUM DESIGN PRESSURE (DO1) *** As per stress report max design Temp *Loads given by Piping for MPS *& as per Stress report CFC_SA_01 REV P8 dated 23 APR 24 MEMBER LOAD 417 CON GY -18.62 1.5 417 CON GX 10.77 1.5 417 CON GZ 4.15 1.5 * 471 CON GY -10.11 1.5 471 CON GX 3.95 1.5 471 CON GZ 0.98 1.5 * 41 CON GY -9.04 1.5 41 CON GX 3.75 1.5 41 CON GZ 0.25 1.5 * 273 CON GY -18.33 1.5 273 CON GX 18.55 1.5 273 CON GZ 7.91 1.5 * 116 CON GY -37.07 0.85 116 CON GX 13.76 0.85 116 CON GZ 7.41 0.85 *Loads given by Piping for MPS & as per Stress report CFC_SA_03 REV P2 dated *19 MAR 24 (STEAM LINE) 212 CON GY -0.195 3.2 21 CON GY -0.781 3.2 417 CON GY -0.715 3.2 41 CON GY -0.74 3.2 272 CON GY -0.404 3.2 220 CON GY -0.789 3.2 273 CON GY -0.621 3.2 50 CON GY -0.678 3.2 414 CON GY -0.583 3.2 449 CON GY -0.65 3.2 464 CON GY -0.264 3.2 *Loads given by Piping for MPS & as per Stress report CFC_SA_04 REV P2 dated *19 MAR 24 (Anode gas LINE) 389 CON GY -0.35 2.5 212 CON GY -0.518 2.5 417 CON GY -1.9 2.5 267 CON GY -0.713 2.5 41 CON GY -0.442 2.5 272 CON GY -1.25 2.5 220 CON GY -0.6 2.5 50 CON GY -1.48 2.5 414 CON GY -1.31 2.5 449 CON GY -0.28 2.5 464 CON GY -0.995 2.5 ************************************************************** ************************************************************** LOAD 16 MINIMUM DESIGN PRESSURE (DO2) *** As per stress report min design Temp *Loads given by Piping for MPS *& as per Stress report CFC_SA_01 REV P8 dated 23 APR 24 MEMBER LOAD 212 CON GY -18.86 1.5 212 CON GX 6.11 1.5 212 CON GZ 1.57 1.5 * 417 CON GY -13.32 1.5 417 CON GX 5.98 1.5 417 CON GZ 0.485 1.5 * 471 CON GY -8.87 1.5 471 CON GX 3.72 1.5 471 CON GZ 0.064 1.5 * 41 CON GY -8.1 1.5 41 CON GX 3.2 1.5 41 CON GZ 0.005 1.5 * 273 CON GY -25.32 1.5 273 CON GX 8.36 1.5 273 CON GZ 3.4 1.5 * 116 CON GY -18.13 0.85 116 CON GX 4.58 0.85 116 CON GZ 4.51 0.85 *Loads given by Piping for MPS & as per Stress report CFC_SA_03 REV P2 dated *19 MAR 24 (STEAM LINE) 212 CON GY -0.55 3.2 21 CON GY -0.61 3.2 417 CON GY -0.66 3.2 41 CON GY -0.173 3.2 220 CON GY -0.461 3.2 273 CON GY -0.675 3.2 50 CON GY -0.663 3.2 414 CON GY -0.587 3.2 449 CON GY -0.65 3.2 464 CON GY -0.257 3.2 *Loads given by Piping for MPS & as per Stress report CFC_SA_04 REV P2 dated *19 MAR 24 (Anode gas LINE) 389 CON GY -0.364 2.5 212 CON GY -1.3 2.5 417 CON GY -1.34 2.5 267 CON GY 0.52 2.5 41 CON GY -0.366 2.5 272 CON GY -0.603 2.5 220 CON GY -0.662 2.5 50 CON GY -1.46 2.5 414 CON GY -1.313 2.5 449 CON GY 0.33 2.5 464 CON GY -0.927 2.5 ************************************************************** ************************************************************** LOAD 17 MAXIMUM DESIGN TEMPERATURE (DO3) LOAD 18 MINIMUM DESIGN TEMPERATURE (DO4) LOAD 19 ACCIDENTIAL LOAD (ACC1) LOAD 20 ACCIDENTIAL LOAD (ACC2) ************************************************************** ******************************************************************************* *****************NEN 8700:2011 Existing structure combinations*********************** LOAD COMB 101 1.2DS+0.75LL+1.2DO+1.2PAX+1.2PAZ 1 1.2 2 0.75 4 1.2 12 1.2 13 1.2 LOAD COMB 102 1.2DS+0.75LL+1.2DO+-1.2PAX+-1.2PAZ 1 1.2 2 0.75 4 1.2 12 -1.2 13 -1.2 LOAD COMB 103 1.2DS+0.75LL+1.2DO+1.2PAX+1.2PAZ 1 1.2 2 0.75 4 1.2 12 1.2 13 1.2 LOAD COMB 104 1.2DS+0.75LL+1.2DO+-1.2PAX+-1.2PAZ 1 1.2 2 0.75 4 1.2 12 -1.2 13 -1.2 LOAD COMB 105 1.2DS+1.5LL+1.2DO+1.2PAX+1.2PAZ 1 1.2 2 1.5 4 1.2 12 1.2 13 1.2 LOAD COMB 106 1.2DS+1.5LL+1.2DO+-1.2PAX+-1.2PAZ 1 1.2 2 1.5 4 1.2 12 -1.2 13 -1.2 LOAD COMB 107 1.2DS+1.5LL+1.2DO+1.2PAX+1.2PAZ 1 1.2 2 1.5 4 1.2 12 1.2 13 1.2 LOAD COMB 108 1.2DS+1.5LL+1.2DO+-1.2PAX+-1.2PAZ 1 1.2 2 1.5 4 1.2 12 -1.2 13 -1.2 LOAD COMB 109 1.2DS+0.75LL+1.2DO+1.2PAX+1.2PAZ+1.5SL 1 1.2 2 0.75 4 1.2 12 1.2 13 1.2 14 1.5 LOAD COMB 110 1.2DS+0.75LL+1.2DO+-1.2PAX+-1.2PAZ+1.5SL 1 1.2 2 0.75 4 1.2 12 -1.2 13 -1.2 14 1.5 LOAD COMB 111 1.2DS+0.75LL+1.2DO+1.2PAX+1.2PAZ+1.5SL 1 1.2 2 0.75 4 1.2 12 1.2 13 1.2 14 1.5 LOAD COMB 112 1.2DS+0.75LL+1.2DO+-1.2PAX+-1.2PAZ+1.5SL 1 1.2 2 0.75 4 1.2 12 -1.2 13 -1.2 14 1.5 LOAD COMB 113 1.2DS+0.75LL+1.2DO+1.5WL+X+1.2PAX+1.2PAZ 1 1.2 2 0.75 4 1.2 6 1.5 12 1.2 13 1.2 LOAD COMB 114 1.2DS+0.75LL+1.2DO+1.5WL+X+-1.2PAX+-1.2PAZ 1 1.2 2 0.75 4 1.2 6 1.5 12 -1.2 13 -1.2 LOAD COMB 115 1.2DS+0.75LL+1.2DO+1.5WL-X+1.2PAX+1.2PAZ 1 1.2 2 0.75 4 1.2 7 1.5 12 1.2 13 1.2 LOAD COMB 116 1.2DS+0.75LL+1.2DO+1.5WL-X+-1.2PAX+-1.2PAZ 1 1.2 2 0.75 4 1.2 7 1.5 12 -1.2 13 -1.2 LOAD COMB 117 1.2DS+0.75LL+1.2DO+1.5WL+Z+1.2PAX+1.2PAZ 1 1.2 2 0.75 4 1.2 8 1.5 12 1.2 13 1.2 LOAD COMB 118 1.2DS+0.75LL+1.2DO+1.5WL+Z+-1.2PAX+-1.2PAZ 1 1.2 2 0.75 4 1.2 8 1.5 12 -1.2 13 -1.2 LOAD COMB 119 1.2DS+0.75LL+1.2DO+1.5WL-Z+1.2PAX+1.2PAZ 1 1.2 2 0.75 4 1.2 9 1.5 12 1.2 13 1.2 LOAD COMB 120 1.2DS+0.75LL+1.2DO+1.5WL-Z+-1.2PAX+-1.2PAZ 1 1.2 2 0.75 4 1.2 9 1.5 12 -1.2 13 -1.2 LOAD COMB 121 1.2DS+0.75LL+1.2DE+1.5WL+X 1 1.2 2 0.75 3 1.2 6 1.5 LOAD COMB 122 1.2DS+0.75LL+1.2DE+1.5WL-X 1 1.2 2 0.75 3 1.2 7 1.5 LOAD COMB 123 1.2DS+0.75LL+1.2DE+1.5WL+Z 1 1.2 2 0.75 3 1.2 8 1.5 LOAD COMB 124 1.2DS+0.75LL+1.2DE+1.5WL-Z 1 1.2 2 0.75 3 1.2 9 1.5 LOAD COMB 125 0.9DS+0.75LL+0.9DE+1.5WL+X 1 0.9 2 0.75 3 0.9 6 1.5 LOAD COMB 126 0.9DS+0.75LL+0.9DE+1.5WL-X 1 0.9 2 0.75 3 0.9 7 1.5 LOAD COMB 127 0.9DS+0.75LL+0.9DE+1.5WL+Z 1 0.9 2 0.75 3 0.9 8 1.5 LOAD COMB 128 0.9DS+0.75LL+0.9DE+1.5WL-Z 1 0.9 2 0.75 3 0.9 9 1.5 ***********local Beam check (friction consider) *************** LOAD COMB 153 1.2DS+0.75LL+1.2DO+1.2PFX+1.2PFZ 1 1.2 2 0.75 4 1.2 10 1.2 11 1.2 LOAD COMB 154 1.2DS+0.75LL+1.2DO+-1.2PFX+-1.2PFZ 1 1.2 2 0.75 4 1.2 10 -1.2 11 -1.2 LOAD COMB 155 1.2DS+0.75LL+1.2DO+1.2PFX+1.2PFZ 1 1.2 2 0.75 4 1.2 10 1.2 11 1.2 LOAD COMB 156 1.2DS+0.75LL+1.2DO+-1.2PFX+-1.2PFZ 1 1.2 2 0.75 4 1.2 10 -1.2 11 -1.2 LOAD COMB 157 1.2DS+1.5LL+1.2DO+1.2PFX+1.2PFZ 1 1.2 2 1.5 4 1.2 10 1.2 11 1.2 LOAD COMB 158 1.2DS+1.5LL+1.2DO+-1.2PFX+-1.2PFZ 1 1.2 2 1.5 4 1.2 10 -1.2 11 -1.2 LOAD COMB 159 1.2DS+1.5LL+1.2DO+1.2PFX+1.2PFZ 1 1.2 2 1.5 4 1.2 10 1.2 11 1.2 LOAD COMB 160 1.2DS+1.5LL+1.2DO+-1.2PFX+-1.2PFZ 1 1.2 2 1.5 4 1.2 10 -1.2 11 -1.2 ********************************************************************** LOAD COMB 161 1.2DS+0.75LL+1.2DO+1.5WL+X+1.2PAX+1.2PAZ 1 1.2 2 0.75 4 1.2 6 1.5 12 1.2 13 1.2 LOAD COMB 162 1.2DS+0.75LL+1.2DO+1.5WL+X+-1.2PAX+-1.2PAZ 1 1.2 2 0.75 4 1.2 6 1.5 12 -1.2 13 -1.2 LOAD COMB 163 1.2DS+0.75LL+1.2DO+1.5WL-X+1.2PAX+1.2PAZ 1 1.2 2 0.75 4 1.2 7 1.5 12 1.2 13 1.2 LOAD COMB 164 1.2DS+0.75LL+1.2DO+1.5WL-X+-1.2PAX+-1.2PAZ 1 1.2 2 0.75 4 1.2 7 1.5 12 -1.2 13 -1.2 LOAD COMB 165 1.2DS+0.75LL+1.2DO+1.5WL+Z+1.2PAX+1.2PAZ 1 1.2 2 0.75 4 1.2 8 1.5 12 1.2 13 1.2 LOAD COMB 166 1.2DS+0.75LL+1.2DO+1.5WL+Z+-1.2PAX+-1.2PAZ 1 1.2 2 0.75 4 1.2 8 1.5 12 -1.2 13 -1.2 LOAD COMB 167 1.2DS+0.75LL+1.2DO+1.5WL-Z+1.2PAX+1.2PAZ 1 1.2 2 0.75 4 1.2 9 1.5 12 1.2 13 1.2 LOAD COMB 168 1.2DS+0.75LL+1.2DO+1.5WL-Z+-1.2PAX+-1.2PAZ 1 1.2 2 0.75 4 1.2 9 1.5 12 -1.2 13 -1.2 ************************************************************* * ----- LOAD COMBINATION FOR STEEL DESIGN PER EURO CODE 1990 ----- * *********Set A********************** LOAD COMB 1000 1.1DS+1.1DE 1 1.1 3 1.1 LOAD COMB 1001 1.1DS+1.1DO+1.5PFX+1.5PFZ+1.5PAX+1.5PAZ 1 1.1 4 1.1 10 1.5 11 1.5 12 1.5 13 1.5 LOAD COMB 1002 1.1DS+1.5LL+1.1DT 1 1.1 2 1.5 5 1.1 LOAD COMB 1003 1.1DS+1.5LL+1.1DO+1.5PFX+1.5PFZ+1.5PAX+1.5PAZ 1 1.1 2 1.5 4 1.1 10 1.5 11 1.5 12 1.5 13 1.5 LOAD COMB 1004 1.1DS+1.5LL+1.1DE 1 1.1 2 1.5 3 1.1 LOAD COMB 1005 1.1DS+0.75LL+1.1DE+1.5WL+X 1 1.1 2 0.75 3 1.1 6 1.5 LOAD COMB 1006 1.1DS+0.75LL+1.1DE+1.5WL-X 1 1.1 2 0.75 3 1.1 7 1.5 LOAD COMB 1007 1.1DS+0.75LL+1.1DE+1.5WL+Z 1 1.1 2 0.75 3 1.1 8 1.5 LOAD COMB 1008 1.1DS+0.75LL+1.1DE+1.5WL-Z 1 1.1 2 0.75 3 1.1 9 1.5 LOAD COMB 1009 0.9DS+0.9DE+1.5WL+X 1 0.9 3 0.9 6 1.5 LOAD COMB 1010 0.9DS+0.9DE+1.5WL-X 1 0.9 3 0.9 7 1.5 LOAD COMB 1011 0.9DS+0.9DE+1.5WL+Z 1 0.9 3 0.9 8 1.5 LOAD COMB 1012 0.9DS+0.9DE+1.5WL-Z 1 0.9 3 0.9 9 1.5 LOAD COMB 1013 1.1DS+0.75LL+1.1DO+1.5WL+X+1.5PAX+1.5PAZ 1 1.1 2 0.75 4 1.1 6 1.5 12 1.5 13 1.5 LOAD COMB 1014 1.1DS+0.75LL+1.1DO+1.5WL-X+1.5PAX+1.5PAZ 1 1.1 2 0.75 4 1.1 7 1.5 12 1.5 13 1.5 LOAD COMB 1015 1.1DS+0.75LL+1.1DO+1.5WL+Z+1.5PAX+1.5PAZ 1 1.1 2 0.75 4 1.1 8 1.5 12 1.5 13 1.5 LOAD COMB 1016 1.1DS+0.75LL+1.1DO+1.5WL-Z+1.5PAX+1.5PAZ 1 1.1 2 0.75 4 1.1 9 1.5 12 1.5 13 1.5 LOAD COMB 1017 0.9DS+0.9DO+1.5WL+X+1.5PAX+1.5PAZ 1 0.9 4 0.9 6 1.5 12 1.5 13 1.5 LOAD COMB 1018 0.9DS+0.9DO+1.5WL-X+1.5PAX+1.5PAZ 1 0.9 4 0.9 7 1.5 12 1.5 13 1.5 LOAD COMB 1019 0.9DS+0.9DO+1.5WL+Z+1.5PAX+1.5PAZ 1 0.9 4 0.9 8 1.5 12 1.5 13 1.5 LOAD COMB 1020 0.9DS+0.9DO+1.5WL-Z+1.5PAX+1.5PAZ 1 0.9 4 0.9 9 1.5 12 1.5 13 1.5 LOAD COMB 1021 1.1DS+0.75LL+1.1DE+1.5SL 1 1.1 2 0.75 3 1.1 14 1.5 LOAD COMB 1022 1.1DS+0.75LL+1.1DO+1.5PFX+1.5PFZ+1.5PAX+1.5PAZ+1.5SL 1 1.1 2 0.75 4 1.1 10 1.5 11 1.5 12 1.5 13 1.5 14 1.5 LOAD COMB 1023 1.1DS+0.75LL+1.5DO1 1 1.1 2 0.75 15 1.5 LOAD COMB 1024 1.1DS+0.75LL+1.5DO2 1 1.1 2 0.75 16 1.5 LOAD COMB 1025 1.1DS+0.75LL+1.5DO3 1 1.1 2 0.75 17 1.5 LOAD COMB 1026 1.1DS+0.75LL+1.5DO4 1 1.1 2 0.75 18 1.5 LOAD COMB 1027 1DS+0.5LL+1ACC1 1 1.0 2 0.5 19 1.0 LOAD COMB 1028 1DS+0.5LL+1ACC2 1 1.0 2 0.5 20 1.0 LOAD COMB 1029 1.1DS+0.75LL+1.1DT+0.75WL+X 1 1.1 2 0.75 5 1.1 6 0.75 LOAD COMB 1030 1.1DS+0.75LL+1.1DT+0.75WL-X 1 1.1 2 0.75 5 1.1 7 0.75 LOAD COMB 1031 1.1DS+0.75LL+1.1DT+0.75WL+Z 1 1.1 2 0.75 5 1.1 8 0.75 LOAD COMB 1032 1.1DS+0.75LL+1.1DT+0.75WL-Z 1 1.1 2 0.75 5 1.1 9 0.75 ***********Set B**************************** LOAD COMB 2000 1.5DS+0.825LL+1.5DO+1.35PFX+1.35PFZ+1.35PAX+1.35PAZ 1 1.5 2 0.825 4 1.5 10 1.35 11 1.35 12 1.35 13 1.35 LOAD COMB 2001 1.5DS+0.825LL+1.5DE 1 1.5 2 0.825 3 1.5 LOAD COMB 2002 1.5DS+0.825LL+1.5DT+0.825WL+X 1 1.5 2 0.825 5 1.5 6 0.825 LOAD COMB 2003 1.3DS+1.65LL+1.3DO+1.35PFX+1.35PFZ+1.35PAX+1.35PAZ 1 1.3 2 1.65 4 1.3 10 1.35 11 1.35 12 1.35 13 1.35 LOAD COMB 2004 1.3DS+1.65LL+1.3DE 1 1.3 2 1.65 3 1.3 LOAD COMB 2005 1.3DS+0.825LL+1.3DE+1.65WL+X 1 1.3 2 0.825 3 1.3 6 1.65 LOAD COMB 2006 1.3DS+0.825LL+1.3DE+1.65WL-X 1 1.3 2 0.825 3 1.3 7 1.65 LOAD COMB 2007 1.3DS+0.825LL+1.3DE+1.65WL+Z 1 1.3 2 0.825 3 1.3 8 1.65 LOAD COMB 2008 1.3DS+0.825LL+1.3DE+1.65WL-Z 1 1.3 2 0.825 3 1.3 9 1.65 LOAD COMB 2009 0.9DS+0.9DE+1.65WL+X 1 0.9 3 0.9 6 1.65 LOAD COMB 2010 0.9DS+0.9DE+1.65WL-X 1 0.9 3 0.9 7 1.65 LOAD COMB 2011 0.9DS+0.9DE+1.65WL+Z 1 0.9 3 0.9 8 1.65 LOAD COMB 2012 0.9DS+0.9DE+1.65WL-Z 1 0.9 3 0.9 9 1.65 LOAD COMB 2013 1.3DS+0.825LL+1.3DO+1.65WL+X+1.35PAX+1.35PAZ 1 1.3 2 0.825 4 1.3 6 1.65 12 1.35 13 1.35 LOAD COMB 2014 1.3DS+0.825LL+1.3DO+1.65WL-X+1.35PAX+1.35PAZ 1 1.3 2 0.825 4 1.3 7 1.65 12 1.35 13 1.35 LOAD COMB 2015 1.3DS+0.825LL+1.3DO+1.65WL+Z+1.35PAX+1.35PAZ 1 1.3 2 0.825 4 1.3 8 1.65 12 1.35 13 1.35 LOAD COMB 2016 1.3DS+0.825LL+1.3DO+1.65WL-Z+1.35PAX+1.35PAZ 1 1.3 2 0.825 4 1.3 9 1.65 12 1.35 13 1.35 LOAD COMB 2017 0.9DS+0.9DO+1.65WL+X+1.35PAX+1.35PAZ 1 0.9 4 0.9 6 1.65 12 1.35 13 1.35 LOAD COMB 2018 0.9DS+0.9DO+1.65WL-X+1.35PAX+1.35PAZ 1 0.9 4 0.9 7 1.65 12 1.35 13 1.35 LOAD COMB 2019 0.9DS+0.9DO+1.65WL+Z+1.35PAX+1.35PAZ 1 0.9 4 0.9 8 1.65 12 1.35 13 1.35 LOAD COMB 2020 0.9DS+0.9DO+1.65WL-Z+1.35PAX+1.35PAZ 1 0.9 4 0.9 9 1.65 12 1.35 13 1.35 LOAD COMB 2021 1.3DS+0.825LL+1.3DE+1.65SL 1 1.3 2 0.825 3 1.3 14 1.65 LOAD COMB 2022 1.3DS+0.825LL+1.3DO+1.35PFX+1.35PFZ+1.35PAX+1.35PAZ+1.65SL 1 1.3 2 0.825 4 1.3 10 1.35 11 1.35 12 1.35 13 1.35 14 1.65 LOAD COMB 2023 1.5DS+1.65LL+1.35DO1 1 1.5 2 1.65 15 1.35 LOAD COMB 2024 1.5DS+1.65LL+1.35DO2 1 1.5 2 1.65 16 1.35 LOAD COMB 2025 1.5DS+1.65LL+1.35DO3 1 1.5 2 1.65 17 1.35 LOAD COMB 2026 1.5DS+1.65LL+1.35DO4 1 1.5 2 1.65 18 1.35 LOAD COMB 2027 1DS+0.5LL+1ACC1 1 1.0 2 0.5 19 1.0 LOAD COMB 2028 1DS+0.5LL+1ACC2 1 1.0 2 0.5 20 1.0 LOAD COMB 2029 1.35DS+0.825LL+1.3DO+1.35PFX+1.35PFZ+1.35PAX+1.35PAZ 1 1.35 2 0.825 4 1.3 10 1.35 11 1.35 12 1.35 13 1.35 LOAD COMB 2030 1.5DS+0.825LL+1.5DT+0.825WL+X 1 1.5 2 0.825 5 1.5 6 0.825 LOAD COMB 2031 1.5DS+0.825LL+1.5DT+0.825WL-X 1 1.5 2 0.825 5 1.5 7 0.825 LOAD COMB 2032 1.5DS+0.825LL+1.5DT+0.825WL+Z 1 1.5 2 0.825 5 1.5 8 0.825 LOAD COMB 2033 1.5DS+0.825LL+1.5DT+0.825WL-Z 1 1.5 2 0.825 5 1.5 9 0.825 ******************set C ******************* LOAD COMB 3000 1DS+1DE 1 1.0 3 1.0 LOAD COMB 3001 1DS+1DO+1.3PFX+1.3PFZ+1.3PAX+1.3PAZ 1 1.0 4 1.0 10 1.3 11 1.3 12 1.3 13 1.3 LOAD COMB 3002 1DS+1.3LL+1DT 1 1.0 2 1.3 5 1.0 LOAD COMB 3003 1DS+1.3LL+1DO+1.3PFX+1.3PFZ+1.3PAX+1.3PAZ 1 1.0 2 1.3 4 1.0 10 1.3 11 1.3 12 1.3 13 1.3 LOAD COMB 3004 1DS+1.3LL+1DE 1 1.0 2 1.3 3 1.0 LOAD COMB 3005 1DS+0.65LL+1DE+1.3WL+X 1 1.0 2 0.65 3 1.0 6 1.3 LOAD COMB 3006 1DS+0.65LL+1DE+1.3WL-X 1 1.0 2 0.65 3 1.0 7 1.3 LOAD COMB 3007 1DS+0.65LL+1DE+1.3WL+Z 1 1.0 2 0.65 3 1.0 8 1.3 LOAD COMB 3008 1DS+0.65LL+1DE+1.3WL-Z 1 1.0 2 0.65 3 1.0 9 1.3 LOAD COMB 3009 1DS+1DE+1.3WL+X 1 1.0 3 1.0 6 1.3 LOAD COMB 3010 1DS+1DE+1.3WL-X 1 1.0 3 1.0 7 1.3 LOAD COMB 3011 1DS+1DE+1.3WL+Z 1 1.0 3 1.0 8 1.3 LOAD COMB 3012 1DS+1DE+1.3WL-Z 1 1.0 3 1.0 9 1.3 LOAD COMB 3013 1DS+0.65LL+1DO+1.3WL+X+1.3PAX+1.3PAZ 1 1.0 2 0.65 4 1.0 6 1.3 12 1.3 13 1.3 LOAD COMB 3014 1DS+0.65LL+1DO+1.3WL-X+1.3PAX+1.3PAZ 1 1.0 2 0.65 4 1.0 7 1.3 12 1.3 13 1.3 LOAD COMB 3015 1DS+0.65LL+1DO+1.3WL+Z+1.3PAX+1.3PAZ 1 1.0 2 0.65 4 1.0 8 1.3 12 1.3 13 1.3 LOAD COMB 3016 1DS+0.65LL+1DO+1.3WL-Z+1.3PAX+1.3PAZ 1 1.0 2 0.65 4 1.0 9 1.3 12 1.3 13 1.3 LOAD COMB 3017 1DS+1DO+1.3WL+X+1.3PAX+1.3PAZ 1 1.0 4 1.0 6 1.3 12 1.3 13 1.3 LOAD COMB 3018 1DS+1DO+1.3WL-X+1.3PAX+1.3PAZ 1 1.0 4 1.0 7 1.3 12 1.3 13 1.3 LOAD COMB 3019 1DS+1DO+1.3WL+Z+1.3PAX+1.3PAZ 1 1.0 4 1.0 8 1.3 12 1.3 13 1.3 LOAD COMB 3020 1DS+1DO+1.3WL-Z+1.3PAX+1.3PAZ 1 1.0 4 1.0 9 1.3 12 1.3 13 1.3 LOAD COMB 3021 1DS+0.65LL+1DE+1.3SL 1 1.0 2 0.65 3 1.0 14 1.3 LOAD COMB 3022 1DS+0.65LL+1DO+1.3PFX+1.3PFZ+1.3PAX+1.3PAZ+1.3SL 1 1.0 2 0.65 4 1.0 10 1.3 11 1.3 12 1.3 13 1.3 14 1.3 LOAD COMB 3023 1DS+1.3LL+1.3DO1 1 1.0 2 1.3 15 1.3 LOAD COMB 3024 1DS+1.3LL+1.3DO2 1 1.0 2 1.3 16 1.3 LOAD COMB 3025 1DS+1.3LL+1.3DO3 1 1.0 2 1.3 17 1.3 LOAD COMB 3026 1DS+1.3LL+1.3DO4 1 1.0 2 1.3 18 1.3 LOAD COMB 3027 1DS+0.5LL+1ACC1 1 1.0 2 0.5 19 1.0 LOAD COMB 3028 1DS+0.5LL+1ACC2 1 1.0 2 0.5 20 1.0 LOAD COMB 3029 1DS+0.65LL+1DT+1.3WL+X 1 1.0 2 0.65 5 1.0 6 1.3 LOAD COMB 3030 1DS+0.65LL+1DT+1.3WL-X 1 1.0 2 0.65 5 1.0 7 1.3 LOAD COMB 3031 1DS+0.65LL+1DT+1.3WL+Z 1 1.0 2 0.65 5 1.0 8 1.3 LOAD COMB 3032 1DS+0.65LL+1DT+1.3WL-Z 1 1.0 2 0.65 5 1.0 9 1.3 ***************************************** ***********serviceblity loadcases************* LOAD COMB 4000 1DS+1DO+1PFX+1PFZ+1PAX+1PAZ 1 1.0 4 1.0 10 1.0 11 1.0 12 1.0 13 1.0 LOAD COMB 4001 1DS+1DE 1 1.0 3 1.0 LOAD COMB 4002 1DS+1LL+1DT 1 1.0 2 1.0 5 1.0 LOAD COMB 4003 1DS+1LL+1DO+1PFX+1PFZ+1PAX+1PAZ 1 1.0 2 1.0 4 1.0 10 1.0 11 1.0 12 1.0 13 1.0 LOAD COMB 4004 1DS+1LL+1DE 1 1.0 2 1.0 3 1.0 LOAD COMB 4005 1DS+1DE+1WL+X 1 1.0 3 1.0 6 1.0 LOAD COMB 4006 1DS+1DE+1WL-X 1 1.0 3 1.0 7 1.0 LOAD COMB 4007 1DS+1DE+1WL+Z 1 1.0 3 1.0 8 1.0 LOAD COMB 4008 1DS+1DE+1WL-Z 1 1.0 3 1.0 9 1.0 LOAD COMB 4009 1DS+0.5LL+1DO+1WL+X+1PAX+1PAZ 1 1.0 2 0.5 4 1.0 6 1.0 12 1.0 13 1.0 LOAD COMB 4010 1DS+0.5LL+1DO+1WL-X+1PAX+1PAZ 1 1.0 2 0.5 4 1.0 7 1.0 12 1.0 13 1.0 LOAD COMB 4011 1DS+0.5LL+1DO+1WL+Z+1PAX+1PAZ 1 1.0 2 0.5 4 1.0 8 1.0 12 1.0 13 1.0 LOAD COMB 4012 1DS+0.5LL+1DO+1WL-Z+1PAX+1PAZ 1 1.0 2 0.5 4 1.0 9 1.0 12 1.0 13 1.0 LOAD COMB 4013 1DS+0.5LL+1DO+1PAX+1PAZ+1SL 1 1.0 2 0.5 4 1.0 12 1.0 13 1.0 14 1.0 LOAD COMB 4014 1DS+1LL+1DO1 1 1.0 2 1.0 15 1.0 LOAD COMB 4015 1DS+1LL+1DO2 1 1.0 2 1.0 16 1.0 LOAD COMB 4016 1DS+1LL+1DO3 1 1.0 2 1.0 17 1.0 LOAD COMB 4017 1DS+1LL+1DO4 1 1.0 2 1.0 18 1.0 LOAD COMB 4018 1DS+1LL+1ACC1 1 1.0 2 1.0 19 1.0 LOAD COMB 4019 1DS+1LL+1ACC2 1 1.0 2 1.0 20 1.0 LOAD COMB 4020 1DS+0.5LL+1DT+0.5WL+X 1 1.0 2 0.5 5 1.0 6 0.5 LOAD COMB 4021 1DS+0.5LL+1DT+0.5WL-X 1 1.0 2 0.5 5 1.0 7 0.5 LOAD COMB 4022 1DS+0.5LL+1DT+0.5WL+Z 1 1.0 2 0.5 5 1.0 8 0.5 LOAD COMB 4023 1DS+0.5LL+1DT+0.5WL-Z 1 1.0 2 0.5 5 1.0 9 0.5 PERFORM ANALYSIS DEFINE ENVELOPE *New member *STRENGTH CONDITION- New members *** 1000 1002 1004 TO 1021 1023 TO 1032 2001 2002 2004 TO 2021 2023 TO 2028 3000 - 3002 3004 TO 3021 3023 TO 3032 ENVELOPE 1 TYPE STRENGTH *SERVICEBILITY CHECK New -EXS******** 4000 TO 4023 ENVELOPE 2 TYPE SERVICEABILITY ***********Local beam check _New members********** 1001 1003 1022 2000 2003 2022 2029 3001 3003 3022 ENVELOPE 3 TYPE STRENGTH ********existing structure members **** **********Strength -Exist ******** 101 TO 128 161 TO 168 ENVELOPE 4 TYPE STRENGTH ******************************* ************************************** **Local Beam check exist 153 TO 160 ENVELOPE 5 TYPE STRENGTH ************ END DEFINE ENVELOPE *************CHECK FOR DEFLECTION********************************************** *****NEW MEMBERS LOAD LIST ENV 2 PARAMETER 1 CODE EN 1993-1-1:2005 * SGR 1 MEMB 7 10 18 21 41 49 50 115 TO 119 137 TO 139 210 TO 214 218 TO 222 - 225 226 228 230 231 233 234 261 TO 263 266 TO 274 322 346 347 349 TO 355 - 379 TO 382 389 406 TO 408 411 TO 418 425 427 431 436 449 454 455 459 460 - 462 TO 464 468 TO 472 474 475 477 TO 486 493 494 496 498 506 537 544 545 - 547 549 TO 555 557 TO 560 570 TO 575 578 TO 581 586 TO 589 NA 2 MEMB 2 TO 4 6 TO 8 10 TO 15 17 TO 23 25 TO 39 41 TO 44 46 47 49 TO 55 - 58 TO 60 62 64 TO 69 71 72 75 TO 77 79 TO 84 86 TO 91 109 TO 112 114 TO 119 - 121 122 124 125 127 TO 136 139 141 TO 152 154 TO 158 160 TO 182 184 TO 188 - 190 TO 200 202 TO 206 210 TO 214 221 222 225 226 230 231 233 236 TO 240 242 - 243 TO 263 266 TO 276 278 TO 282 284 285 311 312 314 TO 323 328 TO 330 334 - 335 340 341 343 TO 347 349 TO 354 365 TO 382 395 TO 401 403 TO 408 - 410 TO 431 433 435 TO 437 439 TO 452 454 455 458 464 465 467 TO 472 474 475 - 477 478 484 TO 486 495 497 498 501 503 512 569 TO 575 578 581 587 BEAM 3 MEMB 7 10 18 21 41 49 50 115 TO 119 137 TO 139 210 TO 214 218 TO 222 - 225 226 228 230 231 233 234 261 TO 263 266 TO 274 322 346 347 349 TO 355 - 379 TO 382 389 406 TO 408 411 TO 418 425 427 431 436 449 454 455 459 460 - 462 TO 464 468 TO 472 474 475 477 TO 486 493 494 496 498 506 537 544 545 - 547 549 TO 555 557 TO 560 570 TO 575 578 TO 581 586 TO 589 DFF 300 MEMB 7 10 18 21 41 49 50 115 TO 119 137 TO 139 210 TO 214 218 TO 222 - 225 226 228 230 231 233 234 261 TO 263 266 TO 274 322 346 347 349 TO 355 - 379 TO 382 389 406 TO 408 411 TO 418 425 427 431 436 449 454 455 459 460 - 462 TO 464 468 TO 472 474 475 477 TO 486 493 494 496 498 506 537 544 545 - 547 549 TO 555 557 TO 560 570 TO 575 578 TO 581 586 TO 589 ** *-------------------------------------------EL. 13.85 METE DJ1 117 MEMB 221 222 DJ2 26 MEMB 221 222 DJ1 26 MEMB 415 416 DJ2 119 MEMB 415 416 DJ1 39 MEMB 225 226 268 270 DJ2 45 MEMB 225 226 268 270 DJ1 118 MEMB 274 425 DJ2 27 MEMB 274 425 DJ1 27 MEMB 230 231 266 469 DJ2 40 MEMB 230 231 266 469 DJ1 40 MEMB 233 269 271 486 DJ2 46 MEMB 233 269 271 486 ** RATIO 1 MEMB 7 10 18 21 41 49 50 115 TO 119 137 TO 139 210 TO 214 218 TO 222 - 225 226 228 230 231 233 234 261 TO 263 266 TO 274 322 346 347 349 TO 355 - 379 TO 382 389 406 TO 408 411 TO 418 425 427 431 436 449 454 455 459 460 - 462 TO 464 468 TO 472 474 475 477 TO 486 493 494 496 498 506 537 544 545 - 547 549 TO 555 557 TO 560 570 TO 575 578 TO 581 586 TO 589 TRACK 4 MEMB 7 10 18 21 41 49 50 115 TO 119 137 TO 139 210 TO 214 218 TO 222 - 225 226 228 230 231 233 234 261 TO 263 266 TO 274 322 346 347 349 TO 355 - 379 TO 382 389 406 TO 408 411 TO 418 425 427 431 436 449 454 455 459 460 - 462 TO 464 468 TO 472 474 475 477 TO 486 493 494 496 498 506 537 544 545 - 547 549 TO 555 557 TO 560 570 TO 575 578 TO 581 586 TO 589 CHECK CODE MEMB 7 10 18 21 41 49 50 115 TO 117 137 TO 139 210 TO 214 - 218 TO 222 225 226 228 230 231 233 234 261 262 266 TO 274 322 379 TO 382 - 389 414 TO 417 425 427 431 436 449 454 455 459 460 462 TO 464 468 TO 472 - 475 479 TO 481 484 TO 486 496 498 537 553 570 575 578 581 586 TO 589 ********************************************************EXISTING MEMBERS*** LOAD LIST ENV 2 PARAMETER 4 CODE EN 1993-1-1:2005 * SGR 0 MEMB 1 TO 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 TO 47 51 TO 55 57 - 58 TO 62 64 TO 69 71 TO 73 75 TO 77 79 TO 84 86 TO 91 93 TO 98 100 TO 112 - 114 120 TO 125 127 TO 136 141 TO 152 154 TO 158 160 TO 182 184 TO 188 190 - 191 TO 200 202 TO 206 236 TO 240 242 TO 260 275 276 278 TO 282 284 285 311 - 312 314 TO 321 323 328 TO 330 334 335 340 341 343 TO 345 365 TO 378 - 395 TO 401 403 TO 405 410 419 TO 424 426 428 TO 430 433 435 437 TO 448 450 - 451 TO 452 458 465 TO 467 495 497 501 503 512 556 569 576 577 BEAM 3 MEMB 1 TO 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 TO 47 51 TO 55 57 - 58 TO 62 64 TO 69 71 TO 73 75 TO 77 79 TO 84 86 TO 91 93 TO 98 100 TO 112 - 114 120 TO 125 127 TO 136 141 TO 152 154 TO 158 160 TO 182 184 TO 188 190 - 191 TO 200 202 TO 206 236 TO 240 242 TO 260 275 276 278 TO 282 284 285 311 - 312 314 TO 321 323 328 TO 330 334 335 340 341 343 TO 345 365 TO 378 - 395 TO 401 403 TO 405 410 419 TO 424 426 428 TO 430 433 435 437 TO 448 450 - 451 TO 452 458 465 TO 467 495 497 501 503 512 556 569 576 577 DFF 300 MEMB 1 TO 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 TO 44 46 47 - 51 TO 55 58 TO 62 64 TO 69 71 72 75 TO 77 79 TO 84 86 TO 91 114 120 TO 125 - 127 TO 136 141 TO 143 146 TO 149 152 154 155 158 160 161 164 TO 167 - 170 TO 173 176 TO 179 202 236 TO 240 242 TO 260 275 276 278 TO 280 311 312 - 314 TO 321 323 328 TO 330 334 335 340 341 343 TO 345 365 TO 371 374 TO 376 - 395 396 403 410 419 TO 421 424 426 428 429 433 435 437 439 TO 446 448 450 - 451 TO 452 458 465 467 495 497 498 501 503 512 569 576 577 ** *-------------------------------------------EL. 8.4 METE DJ1 47 MEMB 83 437 DJ2 49 MEMB 83 437 DJ1 48 MEMB 64 84 DJ2 50 MEMB 64 84 *-------------------------------------------EL. 8.4 METE DJ1 47 MEMB 67 87 DJ2 48 MEMB 67 87 DJ1 49 MEMB 69 89 DJ2 50 MEMB 69 89 *-------------------------------------------EL. 10.355 METE DJ1 16 MEMB 12 14 DJ2 18 MEMB 12 14 DJ1 17 MEMB 11 13 DJ2 19 MEMB 11 13 *-------------------------------------------EL. 11.35 METE DJ1 20 MEMB 278 446 DJ2 22 MEMB 278 446 DJ1 33 MEMB 53 142 148 154 160 166 172 178 DJ2 41 MEMB 53 142 148 154 160 166 172 178 DJ1 81 MEMB 134 135 239 312 410 450 DJ2 83 MEMB 134 135 239 312 410 450 DJ1 23 MEMB 30 31 DJ2 34 MEMB 30 31 DJ1 34 MEMB 51 146 152 158 164 170 176 419 DJ2 42 MEMB 51 146 152 158 164 170 176 419 DJ1 82 MEMB 133 136 240 311 451 DJ2 84 MEMB 133 136 240 311 451 *-------------------------------------------EL. 12.27 METE DJ1 36 MEMB 54 143 149 155 161 167 173 179 DJ2 43 MEMB 54 143 149 155 161 167 173 179 DJ1 51 MEMB 65 439 DJ2 53 MEMB 65 439 DJ1 37 MEMB 52 141 147 165 171 177 420 421 DJ2 44 MEMB 52 141 147 165 171 177 420 421 DJ1 52 MEMB 66 86 DJ2 54 MEMB 66 86 *-------------------------------------------EL. 12.27 METE DJ1 51 MEMB 68 88 DJ2 52 MEMB 68 88 DJ1 53 MEMB 90 443 DJ2 54 MEMB 90 443 *-------------------------------------------EL. 14.9 METE DJ1 57 MEMB 75 91 403 442 DJ2 59 MEMB 75 91 403 442 DJ1 58 MEMB 76 445 DJ2 60 MEMB 76 445 DJ1 60 MEMB 396 444 DJ2 59 MEMB 396 444 DJ1 58 MEMB 77 395 DJ2 57 MEMB 77 395 ** RATIO 1 MEMB 1 TO 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 TO 47 51 TO 55 57 - 58 TO 62 64 TO 69 71 TO 73 75 TO 77 79 TO 84 86 TO 91 93 TO 98 100 TO 112 - 114 120 TO 125 127 TO 136 141 TO 152 154 TO 158 160 TO 182 184 TO 188 190 - 191 TO 200 202 TO 206 236 TO 240 242 TO 260 275 276 278 TO 282 284 285 311 - 312 314 TO 321 323 328 TO 330 334 335 340 341 343 TO 345 365 TO 378 - 395 TO 401 403 TO 405 410 419 TO 424 426 428 TO 430 433 435 437 TO 448 450 - 451 TO 452 458 465 TO 467 495 497 501 503 512 556 569 576 577 TRACK 4 MEMB 1 TO 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 TO 47 51 TO 55 57 - 58 TO 62 64 TO 69 71 TO 73 75 TO 77 79 TO 84 86 TO 91 93 TO 98 100 TO 112 - 114 120 TO 125 127 TO 136 141 TO 152 154 TO 158 160 TO 182 184 TO 188 190 - 191 TO 200 202 TO 206 236 TO 240 242 TO 260 275 276 278 TO 282 284 285 311 - 312 314 TO 321 323 328 TO 330 334 335 340 341 343 TO 345 365 TO 378 - 395 TO 401 403 TO 405 410 419 TO 424 426 428 TO 430 433 435 437 TO 448 450 - 451 TO 452 458 465 TO 467 495 497 501 503 512 556 569 576 577 CHECK CODE MEMB 11 TO 14 19 20 22 23 28 TO 35 44 45 51 TO 54 64 TO 69 73 75 - 76 TO 77 83 84 86 TO 91 127 128 133 TO 136 141 TO 143 146 TO 149 152 154 155 - 158 160 161 164 TO 167 170 TO 173 176 TO 179 202 236 239 240 243 TO 260 275 - 276 278 TO 280 311 312 317 318 320 323 330 344 345 368 TO 371 374 TO 376 - 395 TO 397 403 410 419 TO 421 424 429 437 439 440 442 TO 446 450 TO 452 465 - 512 556 ***************************************************************************** ************ LOCAL BEAM CHECK FOR FRICTIONAL LOAD ******************* ****************************************************************************** ****NEW MEMBERS---------------------------------------------------------------- LOAD LIST ENV 3 **------------------------------------------------------------------------------ PARAMETER 2 CODE EN 1993-1-1:2005 ******************* NA 2 MEMB 7 10 18 21 41 49 50 115 TO 119 139 210 454 484 485 SGR 1 MEMB 7 10 18 21 41 49 50 115 TO 119 137 TO 139 210 TO 214 218 TO 222 - 225 226 228 230 231 233 234 261 TO 263 266 TO 274 322 346 347 349 TO 355 - 379 TO 382 389 406 TO 408 411 TO 418 425 427 431 436 449 454 455 459 460 - 462 TO 464 468 TO 472 474 475 477 TO 490 493 494 496 498 506 537 544 545 - 547 549 TO 555 557 TO 560 570 TO 575 578 TO 581 586 TO 589 BEAM 3 MEMB 7 10 18 21 41 49 50 115 TO 119 137 TO 139 210 TO 214 218 TO 222 - 225 226 228 230 231 233 234 261 TO 263 266 TO 274 322 346 347 349 TO 355 - 379 TO 382 389 406 TO 408 411 TO 418 425 427 431 436 449 454 455 459 460 - 462 TO 464 468 TO 472 474 475 477 TO 490 493 494 496 498 506 537 544 545 - 547 549 TO 555 557 TO 560 570 TO 575 578 TO 581 586 TO 589 SBLT 0 MEMB 7 10 18 21 41 49 50 115 TO 119 137 TO 139 210 TO 214 218 TO 222 - 225 226 228 230 231 233 234 261 TO 263 266 TO 274 322 346 347 349 TO 355 - 379 TO 382 389 406 TO 408 411 TO 418 425 427 431 436 449 454 455 459 460 - 462 TO 464 468 TO 472 474 475 477 TO 490 493 494 496 498 506 537 544 545 - 547 549 TO 555 557 TO 560 570 TO 575 578 TO 581 586 TO 589 TRACK 1 MEMB 7 10 18 21 41 49 50 115 TO 119 137 TO 139 210 TO 214 218 TO 222 - 225 226 228 230 231 233 234 261 TO 263 266 TO 274 322 346 347 349 TO 355 - 379 TO 382 389 406 TO 408 411 TO 418 425 427 431 436 449 454 455 459 460 - 462 TO 464 468 TO 472 474 475 477 TO 490 493 494 496 498 506 537 544 545 - 547 549 TO 555 557 TO 560 570 TO 575 578 TO 581 586 TO 589 RATIO 1 MEMB 7 10 18 21 41 49 50 115 TO 119 137 TO 139 210 TO 214 218 TO 222 - 225 226 228 230 231 233 234 261 TO 263 266 TO 274 322 346 347 349 TO 355 - 379 TO 382 389 406 TO 408 411 TO 418 425 427 431 436 449 454 455 459 460 - 462 TO 464 468 TO 472 474 475 477 TO 490 493 494 496 498 506 537 544 545 - 547 549 TO 555 557 TO 560 570 TO 575 578 TO 581 586 TO 589 TORSION 2 MEMB 21 41 50 139 212 214 220 267 272 273 389 414 417 449 464 471 - 472 586 588 589 ***BEAMS**** *-------------------------------------------EL. 13.85 METE LZ 6 MEMB 221 222 415 416 LY 3 MEMB 221 222 415 416 UNL 3 MEMB 221 222 415 416 LZ 12 MEMB 225 226 268 270 LY 6 MEMB 225 226 268 270 UNL 6 MEMB 225 226 268 270 LZ 6 MEMB 274 425 LY 3 MEMB 274 425 UNL 3 MEMB 274 425 LZ 9.98 MEMB 230 231 266 469 LY 3 MEMB 230 231 266 469 UNL 3 MEMB 230 231 266 469 LZ 12 MEMB 233 269 271 486 LY 6 MEMB 233 269 271 486 UNL 6 MEMB 233 269 271 486 LZ 5 MEMB 21 41 50 139 212 214 220 267 272 273 389 414 417 449 464 471 472 LZ 2.265 MEMB 468 ***** ***COLUMN*** KY 1 MEMB 7 10 18 49 138 210 211 213 218 219 322 379 381 427 431 436 454 455 - 459 462 KZ 1.5 MEMB 7 10 18 49 138 210 211 213 218 219 322 379 381 427 431 436 454 - 455 459 462 * LZ 6.25 MEMB 1 TO 6 8 25 TO 27 LY 5.255 MEMB 1 3 5 8 UNL 5.255 MEMB 1 3 5 8 LZ 2.5 MEMB 7 10 18 38 210 211 213 427 431 LY 0.995 MEMB 2 4 6 15 17 426 UNL 0.995 MEMB 2 4 6 15 17 426 LY 2.5 MEMB 7 10 18 38 210 211 213 427 431 UNL 2.5 MEMB 7 10 18 38 210 211 213 427 431 LZ 5.35 MEMB 42 43 495 497 LZ 6.25 MEMB 26 27 LZ 0.9 MEMB 328 329 LZ 0.92 MEMB 36 37 46 47 LZ 1.58 MEMB 39 49 435 436 LY 6.25 MEMB 26 27 LY 0.92 MEMB 36 37 46 47 LY 1.58 MEMB 39 49 435 436 UNL 6.25 MEMB 26 27 UNL 0.92 MEMB 36 37 46 47 UNL 1.58 MEMB 39 49 435 436 LZ 0.63 MEMB 334 335 LY 0.63 MEMB 334 335 UNL 0.63 MEMB 334 335 LZ 3.3 MEMB 42 43 55 57 59 61 LZ 2.95 MEMB 58 60 62 328 329 340 341 343 428 441 495 497 LZ 0.92 MEMB 71 72 129 130 LZ 1.58 MEMB 49 79 TO 82 319 366 367 435 LZ 1.05 MEMB 114 365 448 501 503 569 LY 3.3 MEMB 42 43 55 57 59 61 LY 2.05 MEMB 58 60 62 441 495 497 LY 1.82 MEMB 71 72 129 130 340 341 343 428 LY 1.58 MEMB 79 TO 82 319 366 367 LY 1.05 MEMB 114 365 448 501 503 569 UNL 3.3 MEMB 42 43 55 57 59 61 UNL 3.87 MEMB 46 47 58 60 62 71 72 129 130 328 329 340 341 343 428 441 495 497 UNL 2.63 MEMB 79 TO 82 114 319 365 TO 367 448 501 503 569 LZ 1.82 MEMB 121 124 131 132 LZ 1.83 MEMB 122 125 237 238 LY 6.25 MEMB 120 121 123 124 576 577 LY 1.745 MEMB 122 125 131 132 LY 1.005 MEMB 237 238 UNL 6.25 MEMB 120 121 123 124 576 577 UNL 1.745 MEMB 122 125 131 132 UNL 1.005 MEMB 237 238 **** CHECK CODE MEMB 21 41 50 115 116 139 212 214 220 267 272 273 389 414 417 449 - 460 464 471 472 484 485 537 553 586 588 589 STEEL TAKE OFF LIST 21 41 50 115 116 139 212 214 220 267 272 273 389 414 417 - 449 460 464 471 472 484 485 537 553 586 588 589 *************************************** *******LOCAL BEAM EXISTING MEMBERS********* LOAD LIST ENV 5 ***------------------------------------------------------------------------------ PARAMETER 5 CODE EN 1993-1-1:2005 ******************* NA 2 MEMB 2 TO 4 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 465 497 SGR 0 MEMB 1 TO 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 TO 44 46 47 - 51 TO 55 57 TO 62 64 TO 69 71 72 75 TO 77 79 TO 84 86 TO 91 93 TO 98 100 - 109 TO 112 114 120 TO 125 127 TO 136 141 TO 152 154 TO 158 160 TO 182 184 - 185 TO 188 190 TO 200 202 TO 206 236 TO 240 242 TO 260 275 276 278 TO 282 - 284 285 311 312 314 TO 321 323 328 TO 330 334 335 340 341 343 TO 345 365 - 366 TO 378 395 TO 401 403 TO 405 410 419 TO 424 426 428 TO 430 433 435 437 - 438 TO 448 450 TO 452 458 465 TO 467 495 497 501 503 512 569 576 577 BEAM 3 MEMB 1 TO 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 TO 44 46 47 - 51 TO 55 57 TO 62 64 TO 69 71 72 75 TO 77 79 TO 84 86 TO 91 93 TO 98 100 - 109 TO 112 114 120 TO 125 127 TO 136 141 TO 152 154 TO 158 160 TO 182 184 - 185 TO 188 190 TO 200 202 TO 206 236 TO 240 242 TO 260 275 276 278 TO 282 - 284 285 311 312 314 TO 321 323 328 TO 330 334 335 340 341 343 TO 345 365 - 366 TO 378 395 TO 401 403 TO 405 410 419 TO 424 426 428 TO 430 433 435 437 - 438 TO 448 450 TO 452 458 465 TO 467 495 497 501 503 512 569 576 577 SBLT 0 MEMB 1 TO 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 TO 44 46 47 - 51 TO 55 57 TO 62 64 TO 69 71 72 75 TO 77 79 TO 84 86 TO 91 93 TO 98 100 - 109 TO 112 114 120 TO 125 127 TO 136 141 TO 152 154 TO 158 160 TO 182 184 - 185 TO 188 190 TO 200 202 TO 206 236 TO 240 242 TO 260 275 276 278 TO 282 - 284 285 311 312 314 TO 321 323 328 TO 330 334 335 340 341 343 TO 345 365 - 366 TO 378 395 TO 401 403 TO 405 410 419 TO 424 426 428 TO 430 433 435 437 - 438 TO 448 450 TO 452 458 465 TO 467 495 497 501 503 512 569 576 577 TRACK 1 MEMB 1 TO 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 TO 44 46 47 - 51 TO 55 57 TO 62 64 TO 69 71 72 75 TO 77 79 TO 84 86 TO 91 93 TO 98 100 - 109 TO 112 114 120 TO 125 127 TO 136 141 TO 152 154 TO 158 160 TO 182 184 - 185 TO 188 190 TO 200 202 TO 206 236 TO 240 242 TO 260 275 276 278 TO 282 - 284 285 311 312 314 TO 321 323 328 TO 330 334 335 340 341 343 TO 345 365 - 366 TO 378 395 TO 401 403 TO 405 410 419 TO 424 426 428 TO 430 433 435 437 - 438 TO 448 450 TO 452 458 465 TO 467 495 497 501 503 512 569 576 577 RATIO 1 MEMB 1 TO 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 TO 44 46 47 - 51 TO 55 57 TO 62 64 TO 69 71 72 75 TO 77 79 TO 84 86 TO 91 93 TO 98 100 - 109 TO 112 114 120 TO 125 127 TO 136 141 TO 152 154 TO 158 160 TO 182 184 - 185 TO 188 190 TO 200 202 TO 206 236 TO 240 242 TO 260 275 276 278 TO 282 - 284 285 311 312 314 TO 321 323 328 TO 330 334 335 340 341 343 TO 345 365 - 366 TO 378 395 TO 401 403 TO 405 410 419 TO 424 426 428 TO 430 433 435 437 - 438 TO 448 450 TO 452 458 465 TO 467 495 497 501 503 512 569 576 577 TORSION 2 MEMB 19 20 22 23 33 TO 35 44 67 TO 69 77 87 TO 90 127 128 202 245 - 248 TO 256 275 276 317 318 330 344 345 395 396 429 440 443 444 465 ***BEAMS**** *-------------------------------------------EL. 8.4 METE LZ 2.25 MEMB 83 437 LY 4.5 MEMB 83 437 UNL 4.5 MEMB 83 437 LZ 2.25 MEMB 64 84 LY 4.5 MEMB 64 84 UNL 4.5 MEMB 64 84 *-------------------------------------------EL. 8.4 METE LZ 2.5 MEMB 67 87 LY 5 MEMB 67 87 UNL 5 MEMB 67 87 LZ 2.5 MEMB 69 89 LY 5 MEMB 69 89 UNL 5 MEMB 69 89 *-------------------------------------------EL. 10.355 METE LZ 6 MEMB 12 14 LZ 6 MEMB 11 13 *-------------------------------------------EL. 11.35 METE LZ 6 MEMB 278 446 LY 3 MEMB 278 446 UNL 3 MEMB 278 446 LZ 12 MEMB 53 142 148 154 160 166 172 178 LY 6 MEMB 53 142 148 154 160 166 172 178 UNL 3 MEMB 53 142 148 154 160 166 172 178 LZ 3.82 MEMB 134 135 239 312 410 450 LY 3.62 MEMB 134 135 239 312 410 450 UNL 3.62 MEMB 134 135 239 312 410 450 LZ 9.98 MEMB 30 31 LZ 12 MEMB 51 146 152 158 164 170 176 419 LY 6 MEMB 51 146 152 158 164 170 176 419 UNL 6 MEMB 51 146 152 158 164 170 176 419 LZ 4.32 MEMB 133 136 240 311 451 LY 3.62 MEMB 133 136 240 311 451 UNL 3.62 MEMB 133 136 240 311 451 *-------------------------------------------EL. 12.27 METE LZ 12 MEMB 54 143 149 155 161 167 173 179 LY 6 MEMB 54 143 149 155 161 167 173 179 UNL 6 MEMB 54 143 149 155 161 167 173 179 LZ 2.25 MEMB 65 439 LY 4.5 MEMB 65 439 UNL 4.5 MEMB 65 439 LZ 12 MEMB 52 141 147 165 171 177 420 421 LY 6 MEMB 52 141 147 165 171 177 420 421 UNL 6 MEMB 52 141 147 165 171 177 420 421 LZ 2.25 MEMB 66 86 LY 4.5 MEMB 66 86 UNL 4.5 MEMB 66 86 *-------------------------------------------EL. 12.27 METE LZ 2.5 MEMB 68 88 LY 5 MEMB 68 88 UNL 5 MEMB 68 88 LZ 2.5 MEMB 90 443 LY 5 MEMB 90 443 UNL 5 MEMB 90 443 LY 3.91 MEMB 199 200 204 205 UNL 3.91 MEMB 199 200 204 205 LZ 3.91 MEMB 198 203 206 447 LY 3.91 MEMB 198 203 206 447 UNL 3.91 MEMB 198 203 206 447 *-------------------------------------------EL. 14.9 METE LZ 2.25 MEMB 75 91 403 442 LY 2.25 MEMB 75 91 403 442 UNL 2.25 MEMB 75 91 403 442 LZ 2.25 MEMB 76 445 LY 2.25 MEMB 76 445 UNL 2.25 MEMB 76 445 LZ 5 MEMB 77 395 396 444 LY 2.5 MEMB 77 395 396 444 UNL 2.5 MEMB 77 395 396 444 ** KY 1 MEMB 1 TO 6 8 15 17 25 TO 27 36 TO 39 42 43 46 47 49 55 57 TO 62 71 72 - 79 TO 82 114 120 TO 125 129 TO 132 162 163 237 238 319 328 329 334 335 340 - 341 343 365 TO 367 428 435 441 448 495 497 503 569 576 577 KZ 1.5 MEMB 1 TO 6 8 15 17 25 TO 27 36 TO 39 42 43 46 47 71 79 TO 82 114 120 - 121 TO 125 129 131 132 162 163 237 238 319 328 329 334 335 365 TO 367 426 - 435 448 495 497 501 503 569 576 577 KZ 1 MEMB 55 57 TO 62 71 72 129 130 340 341 343 428 441 * LZ 6.25 MEMB 1 TO 6 8 25 TO 27 LY 5.255 MEMB 1 3 5 8 UNL 5.255 MEMB 1 3 5 8 LZ 2.5 MEMB 7 10 18 38 210 211 213 427 431 LY 0.995 MEMB 2 4 6 15 17 426 UNL 0.995 MEMB 2 4 6 15 17 426 LY 2.5 MEMB 7 10 18 38 210 211 213 427 431 UNL 2.5 MEMB 7 10 18 38 210 211 213 427 431 LZ 5.35 MEMB 42 43 495 497 LZ 6.25 MEMB 26 27 LZ 0.9 MEMB 328 329 LZ 0.92 MEMB 36 37 46 47 LZ 1.58 MEMB 39 49 435 436 LY 6.25 MEMB 26 27 42 43 328 329 495 497 LY 0.92 MEMB 36 37 46 47 LY 1.58 MEMB 39 49 435 436 UNL 6.25 MEMB 26 27 42 43 328 329 495 497 UNL 0.92 MEMB 36 37 46 47 UNL 1.58 MEMB 39 49 435 436 LZ 0.63 MEMB 334 335 LY 0.63 MEMB 334 335 UNL 0.63 MEMB 334 335 LZ 3.3 MEMB 55 57 59 61 LZ 2.95 MEMB 58 60 62 340 341 343 428 441 LZ 0.92 MEMB 71 72 129 130 LZ 1.58 MEMB 79 TO 81 366 367 LZ 1 MEMB 82 LZ 0.6 MEMB 319 LZ 1.05 MEMB 114 365 448 501 503 569 LY 3.3 MEMB 55 57 59 61 LY 2.05 MEMB 58 60 62 441 LY 1.82 MEMB 71 72 129 130 340 341 343 428 LY 1.58 MEMB 79 TO 82 319 366 367 LY 1.05 MEMB 114 365 448 501 503 569 UNL 3.3 MEMB 55 57 59 61 UNL 3.87 MEMB 58 60 62 71 72 129 130 340 341 343 428 441 UNL 2.63 MEMB 79 TO 82 114 319 365 TO 367 448 501 503 569 LZ 1.82 MEMB 121 124 131 132 LZ 1.83 MEMB 122 125 237 238 LY 6.25 MEMB 120 121 123 124 576 577 LY 1.745 MEMB 122 125 131 132 LY 1.005 MEMB 237 238 UNL 6.25 MEMB 120 121 123 124 576 577 UNL 1.745 MEMB 122 125 131 132 UNL 1.005 MEMB 237 238 **** CHECK CODE MEMB 2 19 20 22 23 33 TO 35 44 67 TO 69 77 87 TO 90 127 128 202 - 245 248 TO 256 275 276 317 318 330 344 345 368 TO 371 395 396 429 440 443 - 444 465 STEEL TAKE OFF LIST 2 19 20 22 23 33 TO 35 44 67 TO 69 77 87 TO 90 127 128 - 202 245 248 TO 256 275 276 317 318 330 344 345 368 TO 371 395 396 429 440 - 443 444 465 ******************************************************************************* **************** STRUCTURAL MEMBER DESIGN*************** ******************************************************************************* ****NEW MEMBERS------------------------------------------------------------------------------ LOAD LIST ENV 1 *------------------------------------------------------------------------------ PARAMETER 3 CODE EN 1993-1-1:2005 NA 2 MEMB 7 10 18 21 41 49 50 115 TO 119 139 210 454 484 485 SGR 1 MEMB 7 10 18 21 41 49 50 115 TO 119 137 TO 139 210 TO 214 218 TO 222 - 225 226 228 230 231 233 234 261 TO 263 266 TO 274 322 346 347 349 TO 355 - 379 TO 382 389 406 TO 408 411 TO 418 425 427 431 436 449 454 455 459 460 - 462 TO 464 468 TO 472 474 475 477 TO 490 493 494 496 498 506 537 544 545 - 547 549 TO 555 557 TO 560 570 TO 575 578 TO 581 586 TO 594 BEAM 3 MEMB 7 10 18 21 41 49 50 115 TO 119 137 TO 139 210 TO 214 218 TO 222 - 225 226 228 230 231 233 234 261 TO 263 266 TO 274 322 346 347 349 TO 355 - 379 TO 382 389 406 TO 408 411 TO 418 425 427 431 436 449 454 455 459 460 - 462 TO 464 468 TO 472 474 475 477 TO 490 493 494 496 498 506 537 544 545 - 547 549 TO 555 557 TO 560 570 TO 575 578 TO 581 586 TO 594 SBLT 0 MEMB 7 10 18 21 41 49 50 115 TO 119 137 TO 139 210 TO 214 218 TO 222 - 225 226 228 230 231 233 234 261 TO 263 266 TO 274 322 346 347 349 TO 355 - 379 TO 382 389 406 TO 408 411 TO 418 425 427 431 436 449 454 455 459 460 - 462 TO 464 468 TO 472 474 475 477 TO 490 493 494 496 498 506 537 544 545 - 547 549 TO 555 557 TO 560 570 TO 575 578 TO 581 586 TO 594 TRACK 1 MEMB 7 10 18 21 41 49 50 115 TO 119 137 TO 139 210 TO 214 218 TO 222 - 225 226 228 230 231 233 234 261 TO 263 266 TO 274 322 346 347 349 TO 355 - 379 TO 382 389 406 TO 408 411 TO 418 425 427 431 436 449 454 455 459 460 - 462 TO 464 468 TO 472 474 475 477 TO 490 493 494 496 498 506 537 544 545 - 547 549 TO 555 557 TO 560 570 TO 575 578 TO 581 586 TO 594 RATIO 1 MEMB 7 10 18 21 41 49 50 115 TO 119 137 TO 139 210 TO 214 218 TO 222 - 225 226 228 230 231 233 234 261 TO 263 266 TO 274 322 346 347 349 TO 355 - 379 TO 382 389 406 TO 408 411 TO 418 425 427 431 436 449 454 455 459 460 - 462 TO 464 468 TO 472 474 475 477 TO 490 493 494 496 498 506 537 544 545 - 547 549 TO 555 557 TO 560 570 TO 575 578 TO 581 586 TO 594 ***BEAMS**** *-------------------------------------------EL. 13.85 METE LZ 6 MEMB 221 222 LY 3 MEMB 221 222 UNL 3 MEMB 221 222 LZ 12 MEMB 225 226 268 270 LY 6 MEMB 225 226 268 270 UNL 6 MEMB 225 226 268 270 LZ 6 MEMB 274 425 LY 3 MEMB 274 425 UNL 3 MEMB 274 425 LZ 9.98 MEMB 230 231 266 469 LY 3 MEMB 230 231 266 469 UNL 3 MEMB 230 231 266 469 LZ 12 MEMB 233 269 271 486 LY 6 MEMB 233 269 271 486 UNL 6 MEMB 233 269 271 486 LZ 5 MEMB 21 41 50 212 214 267 272 273 414 417 449 464 471 472 LZ 2.265 MEMB 468 ***** ***COLUMN*** KY 1 MEMB 7 10 18 49 210 211 213 322 379 381 427 431 436 454 455 KZ 1.5 MEMB 7 10 18 49 210 211 213 322 379 381 427 431 436 454 455 * LZ 6.25 MEMB 1 TO 6 8 25 TO 27 LY 5.255 MEMB 1 3 5 8 UNL 5.255 MEMB 1 3 5 8 LZ 2.5 MEMB 7 10 18 38 210 211 213 427 431 LY 0.995 MEMB 2 4 6 15 17 426 UNL 0.995 MEMB 2 4 6 15 17 426 LY 2.5 MEMB 7 10 18 38 210 211 213 427 431 UNL 2.5 MEMB 7 10 18 38 210 211 213 427 431 LZ 5.35 MEMB 42 43 495 497 LZ 6.25 MEMB 26 27 LZ 0.9 MEMB 328 329 LZ 0.92 MEMB 36 37 46 47 LZ 1.58 MEMB 39 49 435 436 LY 6.25 MEMB 26 27 42 43 328 329 495 497 LY 0.92 MEMB 36 37 46 47 LY 1.58 MEMB 39 49 435 436 UNL 6.25 MEMB 26 27 42 43 328 329 495 497 UNL 0.92 MEMB 36 37 46 47 UNL 1.58 MEMB 39 49 435 436 LZ 0.63 MEMB 334 335 LY 0.63 MEMB 334 335 UNL 0.63 MEMB 334 335 LZ 3.3 MEMB 55 57 59 61 LZ 2.95 MEMB 58 60 62 340 341 343 428 441 LZ 0.92 MEMB 71 72 129 130 LZ 1.58 MEMB 79 TO 81 366 367 LZ 1 MEMB 82 LZ 0.6 MEMB 319 LZ 1.05 MEMB 114 365 448 501 503 569 LY 3.3 MEMB 55 57 59 61 LY 2.05 MEMB 58 60 62 441 LY 1.82 MEMB 71 72 129 130 340 341 343 428 LY 1.58 MEMB 79 TO 82 319 366 367 LY 1.05 MEMB 114 365 448 501 503 569 UNL 3.3 MEMB 55 57 59 61 UNL 3.87 MEMB 58 60 62 71 72 129 130 340 341 343 428 441 UNL 2.63 MEMB 79 TO 82 114 319 365 TO 367 448 501 503 569 LZ 1.82 MEMB 121 124 131 132 LZ 1.83 MEMB 122 125 237 238 LY 6.25 MEMB 120 121 123 124 576 577 LY 1.745 MEMB 122 125 131 132 LY 1.005 MEMB 237 238 UNL 6.25 MEMB 120 121 123 124 576 577 UNL 1.745 MEMB 122 125 131 132 UNL 1.005 MEMB 237 238 **** CHECK CODE MEMB 7 10 18 21 41 49 50 115 TO 119 137 TO 139 210 TO 214 - 218 TO 222 225 226 228 230 231 233 234 261 TO 263 266 TO 274 322 346 347 - 349 TO 355 379 TO 382 389 406 TO 408 411 TO 418 425 427 431 436 449 454 455 - 459 460 462 TO 464 468 TO 472 474 475 477 TO 490 493 494 496 498 506 537 - 544 545 547 549 TO 555 557 TO 560 570 TO 575 578 TO 581 586 TO 594 STEEL TAKE OFF LIST 7 10 18 21 41 49 50 115 TO 119 137 TO 139 210 TO 214 218 - 219 TO 222 225 226 228 230 231 233 234 261 TO 263 266 TO 274 322 346 347 349 - 350 TO 355 379 TO 382 389 406 TO 408 411 TO 418 425 427 431 436 449 454 455 - 459 460 462 TO 464 468 TO 472 474 475 477 TO 490 493 494 496 498 506 537 - 544 545 547 549 TO 555 557 TO 560 570 TO 575 578 TO 581 586 TO 594 ********************************** ****EXISTING MEMBERS ********************************** LOAD LIST ENV 4 ***------------------------------------------------------------------------------ PARAMETER 6 CODE EN 1993-1-1:2005 NA 2 MEMB 2 TO 4 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 465 497 SGR 0 MEMB 1 TO 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 TO 47 51 TO 55 57 - 58 TO 62 64 TO 69 71 TO 73 75 TO 77 79 TO 84 86 TO 91 93 TO 98 100 TO 112 - 114 120 TO 125 127 TO 136 141 TO 152 154 TO 158 160 TO 182 184 TO 188 190 - 191 TO 200 202 TO 206 236 TO 240 242 TO 260 275 276 278 TO 282 284 285 311 - 312 314 TO 321 323 328 TO 330 334 335 340 341 343 TO 345 365 TO 378 - 395 TO 401 403 TO 405 410 419 TO 424 426 428 TO 430 433 435 437 TO 448 450 - 451 TO 452 458 465 TO 467 495 497 501 503 512 556 569 576 577 BEAM 3 MEMB 1 TO 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 TO 47 51 TO 55 57 - 58 TO 62 64 TO 69 71 TO 73 75 TO 77 79 TO 84 86 TO 91 93 TO 98 100 TO 112 - 114 120 TO 125 127 TO 136 141 TO 152 154 TO 158 160 TO 182 184 TO 188 190 - 191 TO 200 202 TO 206 236 TO 240 242 TO 260 275 276 278 TO 282 284 285 311 - 312 314 TO 321 323 328 TO 330 334 335 340 341 343 TO 345 365 TO 378 - 395 TO 401 403 TO 405 410 419 TO 424 426 428 TO 430 433 435 437 TO 448 450 - 451 TO 452 458 465 TO 467 495 497 501 503 512 556 569 576 577 SBLT 0 MEMB 1 TO 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 TO 47 51 TO 55 57 - 58 TO 62 64 TO 69 71 TO 73 75 TO 77 79 TO 84 86 TO 91 93 TO 98 100 TO 112 - 114 120 TO 125 127 TO 136 141 TO 152 154 TO 158 160 TO 182 184 TO 188 190 - 191 TO 200 202 TO 206 236 TO 240 242 TO 260 275 276 278 TO 282 284 285 311 - 312 314 TO 321 323 328 TO 330 334 335 340 341 343 TO 345 365 TO 378 - 395 TO 401 403 TO 405 410 419 TO 424 426 428 TO 430 433 435 437 TO 448 450 - 451 TO 452 458 465 TO 467 495 497 501 503 512 556 569 576 577 TRACK 1 MEMB 1 TO 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 TO 47 51 TO 55 57 - 58 TO 62 64 TO 69 71 TO 73 75 TO 77 79 TO 84 86 TO 91 93 TO 98 100 TO 112 - 114 120 TO 125 127 TO 136 141 TO 152 154 TO 158 160 TO 182 184 TO 188 190 - 191 TO 200 202 TO 206 236 TO 240 242 TO 260 275 276 278 TO 282 284 285 311 - 312 314 TO 321 323 328 TO 330 334 335 340 341 343 TO 345 365 TO 378 - 395 TO 401 403 TO 405 410 419 TO 424 426 428 TO 430 433 435 437 TO 448 450 - 451 TO 452 458 465 TO 467 495 497 501 503 512 556 569 576 577 RATIO 1 MEMB 1 TO 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 TO 47 51 TO 55 57 - 58 TO 62 64 TO 69 71 TO 73 75 TO 77 79 TO 84 86 TO 91 93 TO 98 100 TO 112 - 114 120 TO 125 127 TO 136 141 TO 152 154 TO 158 160 TO 182 184 TO 188 190 - 191 TO 200 202 TO 206 236 TO 240 242 TO 260 275 276 278 TO 282 284 285 311 - 312 314 TO 321 323 328 TO 330 334 335 340 341 343 TO 345 365 TO 378 - 395 TO 401 403 TO 405 410 419 TO 424 426 428 TO 430 433 435 437 TO 448 450 - 451 TO 452 458 465 TO 467 495 497 501 503 512 556 569 576 577 **BEAMS**** **-------------------------------------------EL. 8.4 METE LZ 2.25 MEMB 83 437 LY 4.5 MEMB 83 437 UNL 4.5 MEMB 83 437 LZ 2.25 MEMB 64 84 LY 4.5 MEMB 64 84 UNL 4.5 MEMB 64 84 **-------------------------------------------EL. 8.4 METE LZ 2.5 MEMB 67 87 LY 5 MEMB 67 87 UNL 5 MEMB 67 87 LZ 2.5 MEMB 69 89 LY 5 MEMB 69 89 UNL 5 MEMB 69 89 **-------------------------------------------EL. 10.355 METE LZ 6 MEMB 12 14 LZ 6 MEMB 11 13 **-------------------------------------------EL. 11.35 METE LZ 6 MEMB 278 446 LY 3 MEMB 278 446 UNL 3 MEMB 278 446 LZ 12 MEMB 53 142 148 154 160 166 172 178 LY 6 MEMB 53 142 148 154 160 166 172 178 UNL 3 MEMB 53 142 148 154 160 166 172 178 LZ 3.82 MEMB 134 135 239 312 410 450 LY 3.62 MEMB 134 135 239 312 410 450 UNL 3.62 MEMB 134 135 239 312 410 450 LZ 9.98 MEMB 30 31 LZ 12 MEMB 51 146 152 158 164 170 176 419 LY 6 MEMB 51 146 152 158 164 170 176 419 UNL 6 MEMB 51 146 152 158 164 170 176 419 LZ 4.32 MEMB 133 136 240 311 451 LY 3.62 MEMB 133 136 240 311 451 UNL 3.62 MEMB 133 136 240 311 451 **-------------------------------------------EL. 12.27 METE LZ 12 MEMB 54 143 149 155 161 167 173 179 LY 6 MEMB 54 143 149 155 161 167 173 179 UNL 6 MEMB 54 143 149 155 161 167 173 179 LZ 2.25 MEMB 65 439 LY 4.5 MEMB 65 439 UNL 4.5 MEMB 65 439 LZ 12 MEMB 52 141 147 165 171 177 420 421 LY 6 MEMB 52 141 147 165 171 177 420 421 UNL 6 MEMB 52 141 147 165 171 177 420 421 LZ 2.25 MEMB 66 86 LY 4.5 MEMB 66 86 UNL 4.5 MEMB 66 86 **-------------------------------------------EL. 12.27 METE LZ 2.5 MEMB 68 88 LY 5 MEMB 68 88 UNL 5 MEMB 68 88 LZ 2.5 MEMB 90 443 LY 5 MEMB 90 443 UNL 5 MEMB 90 443 LY 3.91 MEMB 199 200 204 205 UNL 3.91 MEMB 199 200 204 205 LZ 3.91 MEMB 198 203 206 447 LY 3.91 MEMB 198 203 206 447 UNL 3.91 MEMB 198 203 206 447 **-------------------------------------------EL. 14.9 METE LZ 2.25 MEMB 75 91 403 442 LY 2.25 MEMB 75 91 403 442 UNL 2.25 MEMB 75 91 403 442 LZ 2.25 MEMB 76 445 LY 2.25 MEMB 76 445 UNL 2.25 MEMB 76 445 LZ 5 MEMB 77 395 396 444 LY 2.5 MEMB 77 395 396 444 UNL 2.5 MEMB 77 395 396 444 * KY 1 MEMB 1 TO 6 8 15 17 25 TO 27 36 TO 39 42 43 46 47 55 57 TO 62 71 72 79 - 80 TO 82 114 120 TO 125 129 TO 132 162 163 237 238 319 328 329 334 335 340 - 341 343 365 TO 367 426 428 435 441 448 495 497 501 503 569 576 577 KZ 1.5 MEMB 1 TO 6 8 15 17 25 TO 27 36 TO 39 42 43 46 47 71 79 TO 82 114 120 - 121 TO 125 129 131 132 162 163 237 238 319 328 329 334 335 365 TO 367 426 - 435 448 495 497 501 503 569 576 577 KZ 1 MEMB 55 57 TO 62 71 72 129 130 340 341 343 428 441 * LZ 6.25 MEMB 1 TO 6 8 25 TO 27 LY 5.255 MEMB 1 3 5 8 UNL 5.255 MEMB 1 3 5 8 LZ 2.5 MEMB 7 10 18 38 210 211 213 427 431 LY 0.995 MEMB 2 4 6 15 17 426 UNL 0.995 MEMB 2 4 6 15 17 426 LY 2.5 MEMB 7 10 18 38 210 211 213 427 431 UNL 2.5 MEMB 7 10 18 38 210 211 213 427 431 LZ 5.35 MEMB 42 43 495 497 LZ 6.25 MEMB 26 27 LZ 0.9 MEMB 328 329 LZ 0.92 MEMB 36 37 46 47 LZ 1.58 MEMB 39 49 435 436 LY 6.25 MEMB 26 27 42 43 328 329 495 497 LY 0.92 MEMB 36 37 46 47 LY 1.58 MEMB 39 49 435 436 UNL 6.25 MEMB 26 27 42 43 328 329 495 497 UNL 0.92 MEMB 36 37 46 47 UNL 1.58 MEMB 39 49 435 436 LZ 0.63 MEMB 334 335 LY 0.63 MEMB 334 335 UNL 0.63 MEMB 334 335 LZ 3.3 MEMB 55 57 59 61 LZ 2.95 MEMB 58 60 62 340 341 343 428 441 LZ 0.92 MEMB 71 72 129 130 LZ 1.58 MEMB 79 TO 81 366 367 LZ 1 MEMB 82 LZ 0.6 MEMB 319 LZ 1.05 MEMB 114 365 448 501 503 569 LY 3.3 MEMB 55 57 59 61 LY 2.05 MEMB 58 60 62 441 LY 1.82 MEMB 71 72 129 130 340 341 343 428 LY 1.58 MEMB 79 TO 82 319 366 367 LY 1.05 MEMB 114 365 448 501 503 569 UNL 3.3 MEMB 55 57 59 61 UNL 3.87 MEMB 58 60 62 71 72 129 130 340 341 343 428 441 UNL 2.63 MEMB 79 TO 82 114 319 365 TO 367 448 501 503 569 LZ 1.82 MEMB 121 124 131 132 LZ 1.83 MEMB 122 125 237 238 LY 6.25 MEMB 120 121 123 124 576 577 LY 1.745 MEMB 122 125 131 132 LY 1.005 MEMB 237 238 UNL 6.25 MEMB 120 121 123 124 576 577 UNL 1.745 MEMB 122 125 131 132 UNL 1.005 MEMB 237 238 *** CHECK CODE MEMB 1 TO 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 TO 47 51 TO 55 - 57 TO 62 64 TO 69 71 TO 73 75 TO 77 79 TO 84 86 TO 91 93 TO 98 100 TO 112 - 114 120 TO 125 127 TO 136 141 TO 152 154 TO 158 160 TO 182 184 TO 188 190 - 191 TO 200 202 TO 206 236 TO 240 242 TO 260 275 276 278 TO 282 284 285 311 - 312 314 TO 321 323 328 TO 330 334 335 340 341 343 TO 345 365 TO 378 - 395 TO 401 403 TO 405 410 419 TO 424 426 428 TO 430 433 435 437 TO 448 450 - 451 TO 452 458 465 TO 467 495 497 501 503 512 556 569 576 577 STEEL TAKE OFF LIST 1 TO 6 8 11 TO 15 17 19 20 22 23 25 TO 39 42 TO 47 51 - 52 TO 55 57 TO 62 64 TO 69 71 TO 73 75 TO 77 79 TO 84 86 TO 91 93 TO 98 100 - 101 TO 112 114 120 TO 125 127 TO 136 141 TO 152 154 TO 158 160 TO 182 184 - 185 TO 188 190 TO 200 202 TO 206 236 TO 240 242 TO 260 275 276 278 TO 282 - 284 285 311 312 314 TO 321 323 328 TO 330 334 335 340 341 343 TO 345 365 - 366 TO 378 395 TO 401 403 TO 405 410 419 TO 424 426 428 TO 430 433 435 437 - 438 TO 448 450 TO 452 458 465 TO 467 495 497 501 503 512 556 569 576 577 *** *** FINISH **