Mass Compression resistance Nb,y,Rd, Nb,z,Rd (kN)
Size Wall per for
Thk Metre Buckling lengths Lcr (m)
h x b t 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0 10.0
mm mm kg/m
80x60 3.0 6.13 y 243 209 171 136 107 84.8 68.4 46.8 33.8 25.5 19.9 16.0 13.1 z 227 180 136 101 76.0 58.9 46.8 31.4 22.5 16.8 13.1 10.5 8.56
4.0 7.97 y 313 267 217 171 134 106 85.6 58.4 42.1 31.8 24.8 19.9 16.3
z 291 229 171 126 95.0 73.5 58.3 39.1 27.9 20.9 16.3 13.0 10.6
5.0 9.70 y 383 325 262 206 161 127 102 69.5 50.2 37.8 29.5 23.6 19.4
z 354 278 206 151 113 87.6 69.4 46.5 33.2 24.9 19.3 15.4 12.6
90x50 3.0 6.13 y 248 217 182 148 119 95.4 77.6 53.5 38.8 29.4 23.0 18.5 15.1 z 211 157 111 79.1 58.6 44.8 35.3 23.5 16.7 12.5 9.70 7.74 6.32
4.0 7.97 y 320 278 232 188 150 120 97.3 67.0 48.5 36.7 28.7 23.0 18.9
z 270 197 138 98.3 72.6 55.5 43.7 29.0 20.7 15.4 12.0 9.55 7.79
5.0 9.70 y 390 338 281 225 179 143 116 79.5 57.6 43.5 34.0 27.3 22.4
z 328 237 165 117 86.1 65.8 51.7 34.3 24.4 18.2 14.1 11.3 9.20 100x40 3.0 6.13 y 252 223 190 158 128 104 85.3 59.2 43.2 32.8 25.7 20.6 16.9 z 186 124 81.4 56.3 41.0 31.1 24.3 16.0 11.4 8.46 6.54 5.21 4.25
4.0 7.97 y 324 286 243 200 162 131 107 74.3 54.1 41.0 32.1 25.8 21.2
z 236 153 100 69.2 50.2 38.0 29.7 19.6 13.9 10.3 7.98 6.36 5.18
5.0 9.70 y 396 348 294 241 194 156 127 88.1 64.0 48.5 38.0 30.5 25.0
z 284 182 118 81.3 58.9 44.6 34.8 22.9 16.2 12.1 9.34 7.43 6.06 100x50 3.0 6.60 y 273 243 210 176 144 118 96.8 67.6 49.4 37.5 29.4 23.7 19.5 z 229 170 121 86.5 64.1 49.1 38.7 25.8 18.3 13.7 10.6 8.49 6.93
4.0 8.59 y 353 313 269 224 183 149 122 85.1 62.1 47.2 37.0 29.7 24.4
z 294 216 152 109 80.4 61.5 48.5 32.2 22.9 17.1 13.3 10.6 8.66
5.0 10.5 y 432 382 327 271 220 179 146 102 74.1 56.2 44.0 35.4 29.1
z 356 259 181 128 94.7 72.3 57.0 37.8 26.9 20.1 15.6 12.4 10.1
6.0 12.3 y 501 441 376 309 251 203 166 115 83.6 63.4 49.6 39.9 32.8
z 410 295 204 145 106 81.2 63.9 42.4 30.1 22.5 17.4 13.9 11.3
100x60 3.0 7.07 y 294 263 229 193 160 131 108 75.8 55.5 42.3 33.2 26.7 22.0
z 264 212 161 120 91.2 70.9 56.3 37.9 27.1 20.4 15.8 12.7 10.3
3.5 8.16 y 339 303 263 221 182 150 123 86.3 63.2 48.1 37.7 30.4 25.0
z 304 243 184 137 104 80.7 64.1 43.1 30.8 23.1 18.0 14.4 11.8
4.0 9.22 y 381 339 294 247 203 166 137 95.8 70.1 53.3 41.8 33.6 27.6
z 341 272 205 153 115 89.5 71.1 47.7 34.2 25.6 19.9 15.9 13.0
5.0 11.3 y 467 416 359 300 246 201 165 115 84.2 63.9 50.1 40.3 33.1
z 416 329 246 182 137 106 84.4 56.6 40.5 30.3 23.6 18.8 15.4
6.0 13.2 y 543 481 414 344 281 229 188 131 95.3 72.3 56.7 45.6 37.5
z 482 379 281 207 156 120 95.5 64.0 45.7 34.3 26.6 21.3 17.4
100x80 3.0 8.01 y 336 302 266 227 190 157 130 92.1 67.7 51.7 40.6 32.7 26.9
z 324 282 237 192 154 123 100 69.1 50.1 37.9 29.7 23.8 19.5
4.0 10.5 y 437 392 344 293 244 201 167 118 86.3 65.8 51.7 41.7 34.3
z 420 365 305 246 196 157 128 87.7 63.6 48.1 37.6 30.2 24.7
5.0 12.8 y 537 482 421 357 296 244 202 142 104 79.2 62.2 50.1 41.2
z 516 447 371 298 237 189 153 105 76.2 57.6 45.0 36.1 29.6
FOR EXPLANATION OF TABLES SEE NOTE 6.
Designation
Axis
Hybox® is a trademark of Corus. A fuller description of the relationship between Cold Formed Rectangular Hollow Sections (CFRHS) and the Hybox® range of sections manufactured by Corus is given in note 12.
For values of the compression cross-sectional resistance, Nc,Rd, see values of Npl,Rd in tables for axial force and bending and also see explanatory note 6.
Formed Cold
z
z
y y
h
b
t
COMPRESSION S355 / Hybox® 355 COLD FORMED RECTANGULAR HOLLOW SECTIONS
Hybox® RHS
Mass Compression resistance Nb,y,Rd, Nb,z,Rd (kN)
Size Wall per for
Thk Metre Buckling lengths Lcr (m)
h x b t 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0 10.0
mm mm kg/m
120x40 3.0 * 7.07 y 283 272 242 210 178 150 125 89.5 66.2 50.6 39.9 32.2 26.5 z 207 141 94.2 65.6 47.9 36.4 28.5 18.8 13.4 9.95 7.70 6.14 5.01
4.0 9.22 y 388 352 312 270 228 191 159 113 83.7 64.0 50.4 40.7 33.5
z 277 182 120 82.7 60.1 45.5 35.6 23.5 16.6 12.4 9.58 7.63 6.22
5.0 11.3 y 476 431 381 327 276 230 191 136 100.0 76.4 60.1 48.5 39.9
z 333 215 140 96.5 70.0 53.0 41.4 27.3 19.3 14.4 11.1 8.85 7.21 120x60 3.0 * 8.01 y 323 314 282 249 214 182 154 111 82.9 63.7 50.3 40.7 33.5
z 285 234 181 138 105 82.1 65.5 44.2 31.7 23.8 18.5 14.8 12.1
3.5 9.26 y 396 363 326 287 247 210 177 128 95.1 73.0 57.7 46.6 38.4
z 347 280 214 160 122 94.7 75.4 50.7 36.3 27.3 21.2 17.0 13.9
4.0 10.5 y 446 408 366 322 276 234 198 143 106 81.3 64.2 51.9 42.8
z 390 314 239 179 136 105 83.8 56.3 40.3 30.3 23.5 18.8 15.4
5.0 12.8 y 549 501 449 392 336 284 239 172 128 97.8 77.2 62.3 51.4
z 477 381 288 214 162 125 99.7 66.9 47.9 35.9 27.9 22.3 18.3
6.0 15.1 y 641 584 522 455 388 327 274 197 146 112 88.0 71.1 58.6
z 555 441 330 244 184 143 113 76.0 54.4 40.8 31.7 25.3 20.7
120x80 4.0 11.7 y 503 463 419 371 322 276 235 171 128 98.3 77.8 62.9 51.9
z 474 414 348 283 226 182 148 102 74.1 56.0 43.8 35.2 28.9
5.0 14.4 y 621 570 514 455 394 336 286 207 155 119 94.1 76.1 62.8
z 583 508 425 344 275 221 179 123 89.4 67.7 52.9 42.5 34.8
6.0 17.0 y 727 666 600 529 457 389 329 238 178 136 108 87.2 71.9
z 682 592 493 397 316 253 205 141 102 77.2 60.3 48.4 39.7
8.0 21.4 y 910 830 743 650 556 470 395 284 211 162 127 103 84.8
z 851 732 602 480 379 302 244 167 121 91.0 71.1 57.0 46.8
140x80 3.0 * 9.90 y 387 363 338 311 301 271 237 180 137 107 85.3 69.4 57.5
z 361 321 278 233 191 156 128 89.6 65.5 49.8 39.0 31.4 25.8
4.0 13.0 y 569 530 489 445 399 352 307 232 177 138 110 89.4 74.0
z 527 462 390 319 257 207 169 117 84.7 64.2 50.2 40.3 33.1
5.0 16.0 y 702 654 603 547 489 430 375 282 215 167 133 108 89.6
z 649 568 478 389 313 251 205 141 103 77.6 60.7 48.8 40.0
6.0 18.9 y 825 767 706 640 570 501 435 326 248 193 153 125 103
z 761 663 556 451 360 289 235 162 117 88.8 69.4 55.7 45.7
8.0 23.9 y 1040 964 883 796 705 614 531 394 298 231 183 149 123
z 956 826 685 549 435 347 281 193 140 105 82.4 66.1 54.2
10.0 28.7 y 1250 1150 1050 943 830 719 618 456 343 265 210 171 141
z 1140 980 804 638 503 400 322 220 159 120 93.9 75.3 61.7
* Section may be a Class 4 section under axial compression.
FOR EXPLANATION OF TABLES SEE NOTE 6.
Designation
Axis
Hybox® is a trademark of Corus. A fuller description of the relationship between Cold Formed Rectangular Hollow Sections (CFRHS) and the Hybox® range of sections manufactured by Corus is given in note 12.
Values in italic type indicate that the section is a class 4 section in pure compression and allowance has been made in calculating the resistance.
For values of the compression cross-sectional resistance, Nc,Rd, see values of Npl,Rd in tables for axial force and bending and also see explanatory note 6.
BS EN 1993-1-1:2005 BS EN 10219-2: 2006
Formed Cold
z
z
y y
h
b
t
D - 36
Created on 28 February 2012 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement
COLD FORMED RECTANGULAR HOLLOW SECTIONS Hybox® RHS
Mass Compression resistance Nb,y,Rd, Nb,z,Rd (kN)
Size Wall per for
Thk Metre Buckling lengths Lcr (m)
h x b t 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0 10.0
mm mm kg/m
150x100 3.0 * 11.3 y 439 415 390 363 335 306 298 232 180 142 114 93.3 77.6
z 421 387 351 311 271 232 198 144 108 82.9 65.6 53.1 43.8
4.0 * 14.9 y 659 619 578 533 486 437 388 301 234 184 148 121 100
z 612 558 499 436 373 315 265 190 141 108 85.2 68.9 56.7
5.0 18.3 y 816 766 713 658 598 537 476 369 286 225 180 147 122
z 779 707 629 546 463 389 326 232 172 131 104 83.6 68.9
6.0 21.7 y 961 901 839 772 702 629 557 430 332 261 209 171 142
z 917 832 738 639 541 453 379 270 199 152 120 96.8 79.7
8.0 27.7 y 1220 1140 1060 973 879 783 690 528 406 318 254 207 172
z 1160 1050 928 797 670 557 464 329 242 185 146 117 96.6
10.0 33.4 y 1470 1380 1270 1160 1050 928 814 618 473 370 295 240 199
z 1400 1260 1110 943 788 652 541 382 280 214 168 135 111
160x80 4.0 * 14.2 y 597 569 557 516 472 426 381 298 232 183 147 121 100
z 548 485 416 345 281 228 187 130 94.8 71.9 56.4 45.3 37.2
5.0 17.5 y 783 736 688 636 581 523 466 364 283 223 179 147 122
z 715 627 530 433 349 281 229 158 115 87.1 68.2 54.8 45.0
6.0 20.7 y 922 866 808 746 680 612 544 423 328 258 207 170 141
z 840 735 619 504 405 325 265 183 133 100 78.6 63.1 51.8
8.0 26.4 y 1170 1100 1020 937 850 761 673 518 400 314 251 205 170
z 1060 922 769 620 494 395 321 220 160 121 94.4 75.8 62.1
180x80 4.0 * 15.5 y 620 592 561 528 504 498 453 367 293 235 190 157 131
z 568 507 439 369 303 248 205 143 105 79.5 62.4 50.2 41.3
5.0 19.1 y 863 817 770 721 669 614 557 449 358 286 232 191 160
z 781 687 582 478 386 312 254 176 128 97.0 75.9 61.0 50.1
6.0 22.6 y 1020 963 907 848 786 720 653 525 417 333 270 222 185
z 919 806 681 557 448 362 295 204 148 112 87.7 70.4 57.8
8.0 28.9 y 1300 1220 1150 1070 990 903 815 649 513 408 330 271 226
z 1170 1020 850 688 550 441 358 247 179 135 106 85.0 69.7
10.0 35.0 y 1570 1480 1390 1290 1190 1080 968 765 601 477 384 315 262
z 1400 1210 1000 805 638 510 412 283 205 155 121 97.0 79.5
* Section may be a Class 4 section under axial compression.
FOR EXPLANATION OF TABLES SEE NOTE 6.
Designation
Axis
Hybox® is a trademark of Corus. A fuller description of the relationship between Cold Formed Rectangular Hollow Sections (CFRHS) and the Hybox® range of sections manufactured by Corus is given in note 12.
Values in italic type indicate that the section is a class 4 section in pure compression and allowance has been made in calculating the resistance.
For values of the compression cross-sectional resistance, Nc,Rd, see values of Npl,Rd in tables for axial force and bending and also see explanatory note 6.
Formed Cold
z
z
y y
h
b
t
COMPRESSION S355 / Hybox® 355 COLD FORMED RECTANGULAR HOLLOW SECTIONS
Hybox® RHS
Mass Compression resistance Nb,y,Rd, Nb,z,Rd (kN)
Size Wall per for
Thk Metre Buckling lengths Lcr (m)
h x b t 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0
mm mm kg/m
180x100 4.0 * 16.8 y 616 546 503 411 331 267 217 179 150 127 109 94.5 82.6
z 535 411 298 217 162 125 98.6 79.8 65.9 55.2 47.0 40.4 35.2
5.0 20.7 y 841 735 620 505 405 326 265 219 183 155 133 115 101
z 718 535 379 272 201 154 122 98.2 80.9 67.8 57.6 49.5 43.1
6.0 24.5 y 992 866 728 592 474 381 310 255 214 181 155 134 117
z 844 626 442 316 234 179 141 114 93.9 78.7 66.8 57.5 50.0
8.0 31.4 y 1260 1100 915 738 588 471 382 314 262 222 190 165 144
z 1070 780 545 388 286 219 172 139 114 95.9 81.4 70.0 60.8
10.0 38.1 y 1530 1320 1090 875 694 554 448 368 307 260 223 193 168
z 1280 922 638 452 333 254 200 161 133 111 94.3 81.1 70.4
200x100 4.0 * 18.0 y 643 582 514 480 400 328 270 224 189 161 138 120 105
z 554 433 320 235 176 136 108 87.2 72.0 60.5 51.5 44.3 38.6
5.0 * 22.3 y 893 823 712 597 491 402 330 275 231 196 169 147 128
z 740 563 406 294 219 168 133 107 88.5 74.2 63.1 54.3 47.2
6.0 26.4 y 1090 971 838 701 576 470 387 321 270 230 197 171 150
z 914 680 482 346 256 196 155 125 103 86.3 73.3 63.1 54.8
8.0 33.9 y 1390 1240 1060 881 719 585 479 397 333 283 243 211 185
z 1160 853 599 427 316 242 190 154 127 106 90.0 77.4 67.3
10.0 41.3 y 1690 1490 1270 1050 854 693 566 469 393 334 286 248 217
z 1390 1010 704 500 368 281 222 179 147 123 105 89.9 78.1
200x120 4.0 * 19.3 y 699 634 563 514 441 364 301 251 211 180 155 135 118
z 637 530 418 321 248 194 155 127 105 88.6 75.6 65.3 56.9
5.0 * 23.8 y 955 890 775 655 543 446 369 307 259 220 190 165 144
z 851 695 536 405 309 241 192 156 129 109 92.8 80.0 69.7
6.0 28.3 y 1180 1050 914 771 638 524 432 360 303 258 222 193 169
z 1050 849 645 482 366 284 226 184 152 128 109 93.7 81.6
8.0 36.5 y 1510 1340 1160 975 802 656 540 449 377 321 276 239 210
z 1350 1080 810 602 455 352 280 227 188 158 134 116 101
10.0 44.4 y 1830 1630 1400 1170 956 780 640 531 446 379 326 283 248
z 1630 1290 963 712 536 415 329 267 221 185 158 136 118
200x150 4.0 * 21.2 y 764 696 623 544 465 392 330 279 237 203 176 153 135
z 731 643 545 448 362 292 238 197 165 140 120 104 90.9
5.0 * 26.2 y 1050 989 869 741 619 513 426 356 300 256 221 192 168
z 998 865 720 579 461 368 299 246 205 174 149 129 112
6.0 31.1 y 1300 1170 1030 873 728 602 499 417 352 300 258 224 197
z 1240 1060 875 696 549 437 353 290 241 204 174 151 132
8.0 40.2 y 1680 1500 1310 1110 923 760 628 524 442 376 324 282 247
z 1590 1360 1110 880 692 549 443 363 302 255 218 189 165
10.0 49.1 y 2040 1830 1590 1340 1110 909 750 624 526 448 385 334 293
z 1940 1650 1340 1050 825 653 526 431 359 303 259 224 195
* Section may be a Class 4 section under axial compression.
FOR EXPLANATION OF TABLES SEE NOTE 6.
Designation
Axis
Hybox® is a trademark of Corus. A fuller description of the relationship between Cold Formed Rectangular Hollow Sections (CFRHS) and the Hybox® range of sections manufactured by Corus is given in note 12.
Values in italic type indicate that the section is a class 4 section in pure compression and allowance has been made in calculating the resistance.
For values of the compression cross-sectional resistance, Nc,Rd, see values of Npl,Rd in tables for axial force and bending and also see explanatory note 6.
BS EN 1993-1-1:2005 BS EN 10219-2: 2006
Formed Cold
z
z
y y
h
b
t
D - 38
Created on 28 February 2012 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement
COLD FORMED RECTANGULAR HOLLOW SECTIONS Hybox® RHS
Mass Compression resistance Nb,y,Rd, Nb,z,Rd (kN)
Size Wall per for
Thk Metre Buckling lengths Lcr (m)
h x b t 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0
mm mm kg/m
250x150 5.0 * 30.1 y 1140 1060 973 882 805 746 640 548 471 407 354 310 273
z 1060 934 795 655 530 429 351 290 243 206 177 153 134
6.0 * 35.8 y 1450 1340 1300 1160 1020 881 755 646 555 479 416 365 322
z 1340 1170 985 800 641 515 419 345 289 245 210 181 159
8.0 46.5 y 2010 1850 1680 1500 1310 1120 960 819 702 606 526 461 406
z 1850 1600 1320 1050 832 663 536 440 367 310 266 230 201
10.0 57.0 y 2460 2260 2050 1820 1580 1360 1160 986 844 727 632 552 487
z 2260 1940 1590 1270 997 793 640 525 437 370 316 273 239
12.0 66.0 y 2840 2600 2350 2080 1800 1540 1300 1110 946 814 706 617 543
z 2610 2230 1810 1430 1120 890 717 587 489 413 353 305 266
12.5 68.3 y 2930 2690 2430 2140 1850 1580 1340 1140 972 836 725 633 557
z 2700 2300 1870 1470 1150 913 735 602 501 423 362 313 273
300x100 6.0 * 35.8 y 1320 1240 1160 1070 972 956 849 738 641 558 489 430 381
z 1090 863 644 476 359 277 220 179 148 124 105 90.9 79.1
8.0 * 46.5 y 2040 1890 1740 1580 1410 1240 1080 934 809 704 615 541 478
z 1570 1190 854 617 459 353 279 225 186 156 132 114 99.0
10.0 57.0 y 2490 2320 2130 1930 1720 1510 1310 1130 978 850 742 652 577
z 1970 1460 1030 738 547 419 330 266 220 184 156 134 117
12.5 68.3 y 2970 2760 2520 2270 2010 1750 1510 1300 1120 970 846 742 655
z 2320 1690 1180 837 617 472 371 300 247 207 175 151 131
300x200 6.0 * 45.2 y 1760 1660 1560 1450 1340 1220 1190 1050 929 818 722 639 569
z 1680 1550 1400 1240 1080 927 789 672 575 495 430 376 331
8.0 * 59.1 y 2620 2460 2300 2120 1930 1740 1540 1360 1200 1050 930 823 732
z 2430 2220 1980 1730 1480 1250 1050 888 755 647 560 488 429
10.0 72.7 y 3230 3030 2820 2600 2370 2120 1890 1660 1460 1280 1130 1000 889
z 3080 2800 2490 2160 1830 1540 1290 1080 918 786 679 591 519
12.0 84.8 y 3760 3520 3270 3010 2730 2440 2160 1900 1660 1460 1280 1130 1010 z 3580 3250 2880 2490 2100 1760 1470 1230 1040 892 770 670 588 12.5 88.0 y 3890 3640 3390 3110 2810 2510 2220 1940 1700 1490 1310 1160 1030
z 3710 3360 2980 2570 2170 1810 1510 1270 1080 921 795 692 607
* Section may be a Class 4 section under axial compression.
FOR EXPLANATION OF TABLES SEE NOTE 6.
Designation
Axis
Hybox® is a trademark of Corus. A fuller description of the relationship between Cold Formed Rectangular Hollow Sections (CFRHS) and the Hybox® range of sections manufactured by Corus is given in note 12.
Values in italic type indicate that the section is a class 4 section in pure compression and allowance has been made in calculating the resistance.
For values of the compression cross-sectional resistance, Nc,Rd, see values of Npl,Rd in tables for axial force and bending and also see explanatory note 6.
Formed Cold
z
z
y y
h
b
t
COMPRESSION S355 / Hybox® 355 COLD FORMED RECTANGULAR HOLLOW SECTIONS
Hybox® RHS
Mass Compression resistance Nb,y,Rd, Nb,z,Rd (kN)
Size Wall per for
Thk Metre Buckling lengths Lcr (m)
h x b t 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0
mm mm kg/m
400x200 8.0 * 71.6 y 2750 2680 2560 2440 2310 2180 2040 1910 1910 1750 1580 1430 1300
z 2630 2420 2210 1970 1720 1490 1270 1090 933 805 700 613 540
10.0 * 88.4 y 3760 3640 3550 3480 3270 3050 2830 2600 2370 2150 1950 1760 1590 z 3570 3270 2940 2590 2230 1900 1610 1360 1160 1000 867 757 666 12.0 104 y 4690 4500 4280 4040 3800 3540 3270 3000 2730 2470 2230 2020 1820
z 4410 4010 3580 3120 2660 2240 1880 1590 1350 1150 998 870 764 12.5 108 y 4860 4670 4440 4200 3940 3670 3400 3110 2830 2570 2320 2090 1890
z 4570 4160 3710 3230 2750 2320 1950 1640 1390 1190 1030 899 790 450x250 8.0 * 84.2 y 3080 3060 2940 2830 2720 2590 2470 2340 2200 2070 1930 1790 1760
z 3040 2860 2680 2490 2280 2070 1850 1640 1450 1290 1140 1010 901 10.0 * 104 y 4230 4170 4010 3840 3670 3490 3400 3370 3130 2900 2670 2450 2240
z 4140 3890 3620 3330 3020 2710 2400 2110 1850 1630 1430 1270 1120 12.0 * 123 y 5460 5420 5190 4960 4720 4460 4200 3920 3640 3360 3090 2830 2590 z 5210 4870 4510 4120 3710 3290 2890 2520 2200 1920 1680 1480 1320 12.5 127 y 5750 5630 5390 5150 4900 4630 4360 4070 3780 3490 3210 2940 2690 z 5590 5220 4820 4390 3940 3490 3050 2650 2310 2010 1760 1550 1380 500x300 8.0 * 96.7 y 3320 3320 3240 3140 3030 2920 2810 2700 2580 2460 2330 2200 2070 z 3320 3200 3040 2880 2720 2540 2350 2170 1980 1800 1630 1480 1340 10.0 * 120 y 4670 4670 4520 4360 4200 4040 3870 3690 3510 3320 3210 3190 2960 z 4670 4450 4220 3970 3710 3440 3160 2880 2600 2340 2100 1890 1700 12.0 * 141 y 5920 5900 5690 5480 5280 5280 5120 4850 4570 4280 4000 3720 3450 z 5910 5600 5290 4960 4620 4250 3870 3500 3140 2810 2510 2250 2020 12.5 * 147 y 6250 6230 6010 5880 5850 5590 5320 5040 4750 4450 4150 3860 3580 z 6240 5910 5580 5230 4860 4460 4060 3670 3290 2940 2630 2350 2110
* Section may be a Class 4 section under axial compression.
FOR EXPLANATION OF TABLES SEE NOTE 6.
Hybox® is a trademark of Corus. A fuller description of the relationship between Cold Formed Rectangular Hollow Sections (CFRHS) and the Hybox® range of sections manufactured by Corus is given in note 12.
Values in italic type indicate that the section is a class 4 section in pure compression and allowance has been made in calculating the resistance.
For values of the compression cross-sectional resistance, Nc,Rd, see values of Npl,Rd in tables for axial force and bending and also see explanatory note 6.
Designation
Axis
BS EN 1993-1-1:2005 BS EN 10219-2: 2006
Formed Cold
z
z
y y
h
b
t
D - 40
Created on 28 February 2012 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement
PARALLEL FLANGE CHANNELS Advance UKPFC
Subject to concentric axial compression
Compression resistance Nb,y,Rd, Nb,z,Rd, Nb,T,Rd (kN)
Section for
Designation Buckling lengths Lcr (m)
Axis 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0 10.0
430x100x64 Nb,y,Rd 2830 2830 2830 2830 2780 2720 2660 2550 2430 2300 2170 2030 1890
Nb,z,Rd 2490 2140 1750 1390 1100 872 704 481 348 263 205 164 135
Nb,T,Rd 2520 2250 2010 1810 1660 1540 1460 1340 1270 1220 1180 1150 1130
380x100x54 Nb,y,Rd 2370 2370 2370 2350 2300 2240 2190 2080 1970 1850 1720 1590 1460
Nb,z,Rd 2100 1820 1500 1210 957 764 619 424 307 232 181 146 119
Nb,T,Rd 2100 1870 1660 1490 1370 1270 1200 1110 1040 1000 969 941 914
300x100x46 Nb,y,Rd 2000 2000 1980 1930 1870 1820 1760 1640 1510 1380 1240 1110 986
Nb,z,Rd 1780 1550 1290 1050 834 668 542 373 270 204 160 128 105
Nb,T,Rd 1750 1560 1400 1290 1200 1130 1080 1010 959 912 865 816 762
300x90x41 Nb,y,Rd 1870 1870 1850 1800 1740 1690 1630 1510 1390 1260 1130 1000 887
Nb,z,Rd 1610 1350 1070 828 641 504 404 274 197 149 116 92.7 75.9
Nb,T,Rd 1600 1410 1260 1140 1060 1010 963 902 859 821 782 740 693
260x90x35 Nb,y,Rd 1580 1580 1530 1480 1430 1380 1320 1200 1080 956 836 727 633
Nb,z,Rd 1360 1150 918 714 555 437 351 238 172 129 101 80.8 66.2
Nb,T,Rd 1330 1170 1040 944 877 829 792 737 693 651 606 559 510
260x75x28 Nb,y,Rd 1250 1250 1210 1170 1130 1080 1040 943 843 742 647 561 487
Nb,z,Rd 1000 783 579 425 319 246 195 131 93.3 69.9 54.3 43.4 35.4
Nb,T,Rd 1010 863 752 676 625 589 563 526 500 475 450 421 389
230x90x32 Nb,y,Rd 1460 1450 1390 1340 1290 1230 1170 1050 921 796 682 584 502
Nb,z,Rd 1260 1070 859 671 523 413 332 226 163 123 95.6 76.6 62.8
Nb,T,Rd 1220 1070 955 877 821 779 746 690 638 585 530 475 423
230x75x26 Nb,y,Rd 1160 1150 1110 1070 1020 979 932 831 728 627 537 459 394
Nb,z,Rd 941 743 554 409 308 238 189 126 90.4 67.8 52.7 42.1 34.4
Nb,T,Rd 935 806 715 655 613 584 561 525 491 456 417 376 336
Nb,T,Rd is the lower of torsional and torsional-flexural buckling resistance
FOR EXPLANATION OF TABLES SEE NOTE 6.
Advance and UKPFC are trademarks of Corus. A fuller description of the relationship between Parallel Flange Channels and the Advance range of sections manufactured by Corus is given in note 12.
For values of the compression cross-sectional resistance, Nc,Rd, see values of Npl,Rd in tables for axial force and bending and also see explanatory note 6.
z
z
y y
COMPRESSION S355 / Advance355 PARALLEL FLANGE CHANNELS
Advance UKPFC
Subject to concentric axial compression
Compression resistance Nb,y,Rd, Nb,z,Rd, Nb,T,Rd (kN)
Section for
Designation Buckling lengths Lcr (m)
Axis 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0 10.0
200x90x30 Nb,y,Rd 1350 1320 1260 1210 1150 1090 1020 889 756 635 533 449 381
Nb,z,Rd 1170 990 800 626 489 386 310 211 152 115 89.6 71.8 58.8
Nb,T,Rd 1110 973 879 814 766 728 693 629 564 499 438 382 333
200x75x23 Nb,y,Rd 1060 1040 995 950 904 856 805 698 593 497 417 351 298
Nb,z,Rd 866 689 517 383 289 224 178 119 85.3 64.0 49.7 39.8 32.5
Nb,T,Rd 845 735 662 613 579 553 530 487 442 394 347 303 264
180x90x26 Nb,y,Rd 1180 1140 1090 1030 973 912 849 718 595 490 405 338 285
Nb,z,Rd 1020 869 703 551 430 340 273 186 134 101 79.0 63.3 51.8
Nb,T,Rd 947 822 735 675 629 593 560 499 439 383 331 287 248
180x75x20 Nb,y,Rd 919 887 844 800 754 706 655 551 455 373 308 256 216
Nb,z,Rd 749 594 445 330 249 193 153 103 73.3 55.0 42.7 34.2 27.9
Nb,T,Rd 720 617 548 502 469 444 421 380 337 295 256 221 191
150x90x24 Nb,y,Rd 1070 1010 955 892 825 754 683 547 433 346 280 230 192
Nb,z,Rd 938 796 643 504 394 311 250 170 123 92.7 72.3 58.0 47.5
Nb,T,Rd 839 728 653 598 554 515 477 406 341 286 240 203 173
150x75x18 Nb,y,Rd 804 760 715 668 617 564 510 408 323 257 208 171 143
Nb,z,Rd 661 527 396 294 222 172 137 91.6 65.6 49.2 38.2 30.6 25.0
Nb,T,Rd 614 526 469 431 400 374 349 300 254 214 180 152 130
125x65x15 Nb,y,Rd 648 603 556 506 453 399 348 262 200 155 124 101 83.4
Nb,z,Rd 510 379 268 192 142 109 85.8 57.1 40.6 30.4 23.6 18.8 15.4
Nb,T,Rd 493 434 395 364 334 304 275 220 175 141 115 94.7 79.3
100x50x10 Nb,y,Rd 432 391 347 300 254 213 178 127 93.5 71.5 56.3 45.4 37.4
Nb,z,Rd 297 191 124 85.2 61.8 46.7 36.5 24.0 17.0 12.7 9.79 7.79 6.35
Nb,T,Rd 332 299 271 242 211 183 157 116 87.8 68.2 54.3 44.1 36.5
Nb,T,Rd is the lower of torsional and torsional-flexural buckling resistance
FOR EXPLANATION OF TABLES SEE NOTE 6.
For values of the compression cross-sectional resistance, Nc,Rd, see values of Npl,Rd in tables for axial force and bending and also see explanatory note 6.
Advance and UKPFC are trademarks of Corus. A fuller description of the relationship between Parallel Flange Channels and the Advance range of sections manufactured by Corus is given in note 12.
z
z
y y
BS EN 1993-1-1:2005 BS 4-1:2005
D - 42
Created on 28 February 2012 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement
PARALLEL FLANGE CHANNELS Advance UKPFC
Connected through web One row of fasteners with two or more fasteners across the web
Compression resistance Nb,y,Rd, Nb,z,Rd, Nb,T,Rd (kN)
Section for
Designation System length, L (m)
Axis 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0 10.0
430x100x64 Nb,y,Rd 2830 2830 2830 2830 2780 2720 2660 2550 2430 2300 2170 2030 1890
Nb,z,Rd 1870 1600 1360 1150 976 834 704 481 348 263 205 164 135
Nb,T,Rd 2520 2250 2010 1810 1660 1540 1460 1340 1270 1220 1180 1150 1130
380x100x54 Nb,y,Rd 2370 2370 2370 2350 2300 2240 2190 2080 1970 1850 1720 1590 1460
Nb,z,Rd 1580 1360 1160 986 841 721 619 424 307 232 181 146 119
Nb,T,Rd 2100 1870 1660 1490 1370 1270 1200 1110 1040 1000 969 941 914
300x100x46 Nb,y,Rd 2000 2000 1980 1930 1870 1820 1760 1640 1510 1380 1240 1110 986
Nb,z,Rd 1340 1160 994 848 725 623 539 373 270 204 160 128 105
Nb,T,Rd 1750 1560 1400 1290 1200 1130 1080 1010 959 912 865 816 762
300x90x41 Nb,y,Rd 1870 1870 1850 1800 1740 1690 1630 1510 1390 1260 1130 1000 887
Nb,z,Rd 1200 1010 847 707 593 502 404 274 197 149 116 92.7 75.9
Nb,T,Rd 1600 1410 1260 1140 1060 1010 963 902 859 821 782 740 693
260x90x35 Nb,y,Rd 1580 1580 1530 1480 1430 1380 1320 1200 1080 956 836 727 633
Nb,z,Rd 1020 863 723 605 509 432 351 238 172 129 101 80.8 66.2
Nb,T,Rd 1330 1170 1040 944 877 829 792 737 693 651 606 559 510
260x75x28 Nb,y,Rd 1250 1250 1210 1170 1130 1080 1040 943 843 742 647 561 487
Nb,z,Rd 749 605 486 394 319 246 195 131 93.3 69.9 54.3 43.4 35.4
Nb,T,Rd 1010 863 752 676 625 589 563 526 500 475 450 421 389
230x90x32 Nb,y,Rd 1460 1450 1390 1340 1290 1230 1170 1050 921 796 682 584 502
Nb,z,Rd 945 802 674 565 477 405 332 226 163 123 95.6 76.6 62.8
Nb,T,Rd 1220 1070 955 877 821 779 746 690 638 585 530 475 423
230x75x26 Nb,y,Rd 1160 1150 1110 1070 1020 979 932 831 728 627 537 459 394
Nb,z,Rd 704 572 461 375 308 238 189 126 90.4 67.8 52.7 42.1 34.4
Nb,T,Rd 935 806 715 655 613 584 561 525 491 456 417 376 336
Nb,T,Rd is the lower of torsional and torsional-flexural buckling resistance
FOR EXPLANATION OF TABLES SEE NOTE 6.
For values of the compression cross-sectional resistance, Nc,Rd, see values of Npl,Rd in tables for axial force and bending and also see explanatory note 6.
Advance and UKPFC are trademarks of Corus. A fuller description of the relationship between Parallel Flange Channels and the Advance range of sections manufactured by Corus is given in note 12.
z
z
y y
COMPRESSION S355 / Advance355 PARALLEL FLANGE CHANNELS
Advance UKPFC
Connected through web One row of fasteners with two or more fasteners across the web
Compression resistance Nb,y,Rd, Nb,z,Rd, Nb,T,Rd (kN)
Section for
Designation System length, L (m)
Axis 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0 10.0
200x90x30 Nb,y,Rd 1350 1320 1260 1210 1150 1090 1020 889 756 635 533 449 381
Nb,z,Rd 876 744 626 526 444 377 310 211 152 115 89.6 71.8 58.8
Nb,T,Rd 1110 973 879 814 766 728 693 629 564 499 438 382 333
200x75x23 Nb,y,Rd 1060 1040 995 950 904 856 805 698 593 497 417 351 298
Nb,z,Rd 648 528 428 349 287 224 178 119 85.3 64.0 49.7 39.8 32.5
Nb,T,Rd 845 735 662 613 579 553 530 487 442 394 347 303 264
180x90x26 Nb,y,Rd 1180 1140 1090 1030 973 912 849 718 595 490 405 338 285
Nb,z,Rd 768 653 550 462 390 332 273 186 134 101 79.0 63.3 51.8
Nb,T,Rd 947 822 735 675 629 593 560 499 439 383 331 287 248
180x75x20 Nb,y,Rd 919 887 844 800 754 706 655 551 455 373 308 256 216
Nb,z,Rd 560 456 369 301 248 193 153 103 73.3 55.0 42.7 34.2 27.9
Nb,T,Rd 720 617 548 502 469 444 421 380 337 295 256 221 191
150x90x24 Nb,y,Rd 1070 1010 955 892 825 754 683 547 433 346 280 230 192
Nb,z,Rd 703 598 503 423 357 304 250 170 123 92.7 72.3 58.0 47.5
Nb,T,Rd 839 728 653 598 554 515 477 406 341 286 240 203 173
150x75x18 Nb,y,Rd 804 760 715 668 617 564 510 408 323 257 208 171 143
Nb,z,Rd 495 404 327 267 220 172 137 91.6 65.6 49.2 38.2 30.6 25.0
Nb,T,Rd 614 526 469 431 400 374 349 300 254 214 180 152 130
125x65x15 Nb,y,Rd 648 603 556 506 453 399 348 262 200 155 124 101 83.4
Nb,z,Rd 382 300 236 187 142 109 85.8 57.1 40.6 30.4 23.6 18.8 15.4
Nb,T,Rd 493 434 395 364 334 304 275 220 175 141 115 94.7 79.3
100x50x10 Nb,y,Rd 432 391 347 300 254 213 178 127 93.5 71.5 56.3 45.4 37.4
Nb,z,Rd 228 166 124 85.2 61.8 46.7 36.5 24.0 17.0 12.7 9.79 7.79 6.35
Nb,T,Rd 332 299 271 242 211 183 157 116 87.8 68.2 54.3 44.1 36.5
Nb,T,Rd is the lower of torsional and torsional-flexural buckling resistance
FOR EXPLANATION OF TABLES SEE NOTE 6.
For values of the compression cross-sectional resistance, Nc,Rd, see values of Npl,Rd in tables for axial force and bending and also see explanatory note 6.
Advance and UKPFC are trademarks of Corus. A fuller description of the relationship between Parallel Flange Channels and the Advance range of sections manufactured by Corus is given in note 12.
z
z
y y
BS EN 1993-1-1:2005 BS 4-1:2005
D - 44
Created on 28 February 2012 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement
EQUAL ANGLES
Advance UKA - Equal Angles
Two or more bolts in line or equivalent welded at each end
Area Radius of Flexural (F) and torsional (T) buckling resistances (kN)
Gyration for
Axis Axis Axis System length, L (m)
h x h t a-a b-b v-v 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0 10.0
mm mm cm2 cm cm cm
200x200 24 90.6 6.06 6.06 3.90 F 2540 2410 2240 2010 1780 1560 1370 1060 836 672 550 459 388 T 2770 2770 2770 2770 2770 2770 2770 2770 2770 2770 2770 2770 2770
* 20 76.3 6.11 6.11 3.92 F 2140 2030 1890 1700 1500 1320 1160 899 709 570 467 389 329 T 2200 2200 2200 2200 2200 2200 2200 2200 2200 2200 2200 2200 2200
* 18 69.1 6.13 6.13 3.90 F 1940 1840 1710 1530 1360 1190 1050 809 637 512 420 350 296 T 1910 1910 1910 1910 1910 1910 1910 1910 1910 1910 1910 1910 1910
* 16 61.8 6.16 6.16 3.94 F 1670 1590 1480 1340 1190 1050 927 721 571 460 378 315 267 T 1560 1560 1560 1560 1560 1560 1560 1560 1560 1560 1560 1560 1560 150x150 18 + 51.2 4.55 4.55 2.93 F 1390 1270 1090 924 776 653 554 408 312 245 198 163 136
T 1570 1570 1570 1570 1570 1570 1570 1570 1570 1570 1570 1570 1570
* 15 43.0 4.57 4.57 2.93 F 1200 1090 935 788 660 555 470 346 264 207 167 137 115 T 1280 1280 1280 1280 1280 1280 1280 1280 1280 1280 1280 1280 1280
* 12 34.8 4.60 4.60 2.95 F 909 836 725 617 521 440 374 277 212 167 135 111 93.1 T 887 887 887 887 887 887 887 887 887 887 887 887 887
* 10 29.3 4.62 4.62 2.97 F 673 630 556 481 412 352 301 226 174 138 112 92.4 77.6 T 608 608 608 608 608 608 608 608 608 608 608 608 608 120x120 15 + 34.0 3.63 3.63 2.34 F 909 769 622 499 402 329 273 195 146 113 90.5 73.9 61.4 T 1080 1080 1080 1080 1080 1080 1080 1080 1080 1080 1080 1080 1080
* 12 27.5 3.65 3.65 2.35 F 736 624 505 405 327 268 222 159 119 92.4 73.8 60.2 50.1 T 817 817 817 817 817 817 817 817 817 817 817 817 817
* 10 23.2 3.67 3.67 2.36 F 600 513 419 337 273 224 186 134 100 78.0 62.3 50.9 42.3 T 618 618 618 618 618 618 618 618 618 618 618 618 618
* 8 + 18.8 3.71 3.71 2.38 F 419 369 309 254 209 173 145 105 79.7 62.3 49.9 40.9 34.1 T 389 389 389 389 389 389 389 389 389 389 389 389 389 100x100 15 + 28.0 2.99 2.99 1.94 F 706 557 427 329 259 208 170 119 88.4 68.0 53.9 43.7 36.2 T 923 923 923 923 923 923 923 923 923 923 923 923 923 12 22.7 3.02 3.02 1.94 F 573 452 346 267 210 168 138 96.8 71.6 55.1 43.7 35.5 29.4 T 715 715 715 715 715 715 715 715 715 715 715 715 715
* 10 19.2 3.04 3.04 1.95 F 485 384 294 227 179 143 117 82.6 61.1 47.0 37.3 30.3 25.1 T 573 573 573 573 573 573 573 573 573 573 573 573 573
* 8 15.5 3.06 3.06 1.96 F 372 298 231 180 142 115 94.0 66.3 49.2 37.9 30.1 24.5 20.3 T 398 398 398 398 398 398 398 398 398 398 398 398 398
+ These sections are in addition to the range of BS EN 10056-1 sections.
* Section is Class 4 under axial compression.
FOR EXPLANATION OF TABLES SEE NOTE 6.
Section
Buckling mode
Designation
Advance and UKA are trademarks of Corus. A fuller description of the relationship between Angles and the Advance range of sections manufactured by Corus is given in note 12.
Values in italic type indicate that the section is a class 4 section in pure compression and allowance has been made in calculating the resistance.
For values of the compression cross-sectional resistance, Nc,Rd, see values of Npl,Rd in tables for axial force and bending and also see explanatory note 6.
u v
b b
a
v a u
t h h
h
COMPRESSION S355 / Advance355 EQUAL ANGLES
Advance UKA - Equal Angles
Two or more bolts in line or equivalent welded at each end
Area Radius of Flexural (F) and torsional (T) buckling resistances (kN)
Gyration for
Axis Axis Axis System length, L (m)
h x h t a-a b-b v-v 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0 10.0
mm mm cm2 cm cm cm
90x90 12 + 20.3 2.71 2.71 1.75 F 489 371 276 209 162 129 105 73.1 53.8 41.2 32.5 26.4 21.8 T 655 655 655 655 655 655 655 655 655 655 655 655 655 10 17.1 2.72 2.72 1.75 F 412 312 232 176 137 109 88.4 61.6 45.3 34.7 27.4 22.2 18.3 T 528 528 528 528 528 528 528 528 528 528 528 528 528
* 8 13.9 2.74 2.74 1.76 F 336 255 190 144 112 89.1 72.5 50.5 37.2 28.5 22.5 18.2 15.1 T 396 396 396 396 396 396 396 396 396 396 396 396 396
* 7 12.2 2.75 2.75 1.77 F 276 214 162 124 96.5 77.2 63.0 44.1 32.5 25.0 19.8 16.0 13.3 T 305 305 305 305 305 305 305 305 305 305 305 305 305 80x80 10 15.1 2.41 2.41 1.55 F 340 246 177 132 101 79.6 64.3 44.4 32.4 24.7 19.5 15.7 13.0 T 480 480 480 480 480 480 480 480 480 480 480 480 480
* 8 12.3 2.43 2.43 1.56 F 278 202 146 108 83.0 65.5 52.9 36.5 26.7 20.4 16.1 13.0 10.7 T 367 367 367 367 367 367 367 367 367 367 367 367 367 75x75 * 8 11.4 2.27 2.27 1.46 F 247 174 124 91.2 69.5 54.6 44.0 30.3 22.1 16.8 13.2 10.6 8.77 T 347 347 347 347 347 347 347 347 347 347 347 347 347
* 6 8.73 2.29 2.29 1.47 F 182 130 93.4 69.2 52.9 41.7 33.7 23.2 17.0 12.9 10.2 8.21 6.77 T 224 224 224 224 224 224 224 224 224 224 224 224 224 70x70 * 7 9.40 2.12 2.12 1.36 F 194 133 93.0 67.8 51.4 40.2 32.3 22.1 16.1 12.2 9.57 7.71 6.34 T 281 281 281 281 281 281 281 281 281 281 281 281 281
* 6 8.13 2.13 2.13 1.37 F 167 115 80.7 59.0 44.8 35.0 28.2 19.3 14.0 10.7 8.37 6.75 5.55 T 225 225 225 225 225 225 225 225 225 225 225 225 225 65x65 7 8.73 1.96 1.96 1.26 F 170 113 77.8 56.2 42.3 32.9 26.4 18.0 13.0 9.86 7.73 6.22 5.11 T 264 264 264 264 264 264 264 264 264 264 264 264 264 60x60 8 9.03 1.80 1.80 1.16 F 164 106 71.5 51.2 38.3 29.7 23.7 16.1 11.6 8.77 6.86 5.51 4.53 T 292 292 292 292 292 292 292 292 292 292 292 292 292
* 6 6.91 1.82 1.82 1.17 F 127 81.8 55.4 39.7 29.7 23.1 18.4 12.5 9.02 6.82 5.33 4.29 3.52 T 207 207 207 207 207 207 207 207 207 207 207 207 207
* 5 5.82 1.82 1.82 1.17 F 104 67.9 46.2 33.1 24.8 19.3 15.4 10.5 7.57 5.72 4.48 3.60 2.96 T 157 157 157 157 157 157 157 157 157 157 157 157 157 50x50 6 5.69 1.50 1.50 0.968 F 86.6 52.4 34.4 24.2 17.9 13.8 10.9 7.33 5.26 3.96 3.09 2.47 2.03 T 180 180 180 180 180 180 180 180 180 180 180 180 180
* 5 4.80 1.51 1.51 0.973 F 73.4 44.5 29.3 20.6 15.2 11.7 9.28 6.24 4.48 3.37 2.63 2.11 1.73 T 144 144 144 144 144 144 144 144 144 144 144 144 144
* 4 3.89 1.52 1.52 0.979 F 58.0 35.6 23.6 16.6 12.3 9.50 7.54 5.08 3.65 2.75 2.15 1.72 1.41 T 101 101 101 101 101 101 101 101 101 101 101 101 101
+ These sections are in addition to the range of BS EN 10056-1 sections.
* Section is Class 4 under axial compression.
FOR EXPLANATION OF TABLES SEE NOTE 6.
Advance and UKA are trademarks of Corus. A fuller description of the relationship between Angles and the Advance range of sections manufactured by Corus is given in note 12.
Values in italic type indicate that the section is a class 4 section in pure compression and allowance has been made in calculating the resistance.
For values of the compression cross-sectional resistance, Nc,Rd, see values of Npl,Rd in tables for axial force and bending and also see explanatory note 6.
Section
Buckling mode
Designation
u v
b b
a
v a u
BS EN 1993-1-1:2005 BS EN 10056-1:1999
t h h
h
D - 46
Created on 28 February 2012 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement
UNEQUAL ANGLES
Advance UKA - Unequal Angles
Short leg attached Two or more bolts in line or equivalent welded at each end
Area Radius of Flexural (F) and torsional (T) buckling resistances (kN)
Gyration for
Axis Axis Axis System length, L (m)
h x b t a-a b-b v-v 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0 10.0
mm mm cm2 cm cm cm
200x150 * 18 + 60.1 6.30 4.38 3.22 F 1620 1490 1350 1170 1000 854 731 547 422 334 270 223 187 T 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710
* 15 50.5 6.33 4.40 3.23 F 1250 1160 1060 933 804 691 595 449 348 276 224 186 156 T 1240 1240 1240 1240 1240 1240 1240 1240 1240 1240 1240 1240 1240
* 12 40.8 6.36 4.44 3.25 F 860 805 745 674 591 515 449 344 270 216 176 146 124 T 767 767 767 767 767 767 767 767 767 767 767 767 767 200x100 * 15 43.0 6.40 2.64 2.12 F 960 818 675 536 430 350 289 206 154 119 95.0 77.5 64.3 T 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070
* 12 34.8 6.43 2.67 2.14 F 669 582 497 405 329 271 226 163 122 95.3 76.2 62.3 51.8 T 671 671 671 671 671 671 671 671 671 671 671 671 671
* 10 29.2 6.46 2.68 2.15 F 491 434 377 316 261 217 182 132 100 78.4 62.9 51.5 43.0 T 446 446 446 446 446 446 446 446 446 446 446 446 446 150x90 15 33.9 4.74 2.46 1.93 F 817 672 514 396 311 249 204 143 106 81.5 64.6 52.5 43.4 T 1040 1040 1040 1040 1040 1040 1040 1040 1040 1040 1040 1040 1040
* 12 27.5 4.77 2.49 1.94 F 628 524 406 315 249 200 164 116 85.8 66.1 52.4 42.6 35.3 T 733 733 733 733 733 733 733 733 733 733 733 733 733
* 10 23.2 4.80 2.51 1.95 F 472 402 321 253 202 164 135 95.7 71.3 55.1 43.8 35.7 29.6 T 507 507 507 507 507 507 507 507 507 507 507 507 507 150x75 15 31.7 4.75 1.94 1.58 F 692 526 381 284 218 172 139 96.2 70.4 53.7 42.3 34.2 28.2 T 974 974 974 974 974 974 974 974 974 974 974 974 974
* 12 25.7 4.78 1.97 1.59 F 536 414 303 227 175 139 112 78.0 57.2 43.7 34.5 27.9 23.0 T 686 686 686 686 686 686 686 686 686 686 686 686 686
* 10 21.7 4.81 1.99 1.60 F 407 326 244 185 144 114 93.2 65.0 47.9 36.7 29.0 23.5 19.4 T 475 475 475 475 475 475 475 475 475 475 475 475 475 125x75 12 22.7 3.95 2.05 1.61 F 508 384 279 209 160 127 103 71.1 52.1 39.8 31.4 25.3 20.9 T 688 688 688 688 688 688 688 688 688 688 688 688 688
* 10 19.1 3.97 2.07 1.61 F 407 311 229 172 133 105 85.3 59.2 43.4 33.2 26.2 21.2 17.5 T 509 509 509 509 509 509 509 509 509 509 509 509 509
* 8 15.5 4.00 2.09 1.63 F 289 232 175 134 104 83.4 68.0 47.6 35.1 26.9 21.3 17.3 14.3 T 323 323 323 323 323 323 323 323 323 323 323 323 323
+ These sections are in addition to the range of BS EN 10056-1 sections.
* Section is Class 4 under axial compression.
FOR EXPLANATION OF TABLES SEE NOTE 6.
For values of the compression cross-sectional resistance, Nc,Rd, see values of Npl,Rd in tables for axial force and bending and also see explanatory note 6.
Advance and UKA are trademarks of Corus. A fuller description of the relationship between Angles and the Advance range of sections manufactured by Corus is given in note 12.
Values in italic type indicate that the section is a class 4 section in pure compression and allowance has been made in calculating the resistance.
Section
Buckling mode
Designation
b b
a
a u
v
v
u b t
b
h
COMPRESSION S355 / Advance355 UNEQUAL ANGLES
Advance UKA - Unequal Angles
Short leg attached Two or more bolts in line or equivalent welded at each end
Area Radius of Flexural (F) and torsional (T) buckling resistances (kN)
Gyration for
Axis Axis Axis System length, L (m)
h x b t a-a b-b v-v 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0 10.0
mm mm cm2 cm cm cm
100x75 12 19.7 3.10 2.14 1.59 F 450 329 239 178 137 108 87.4 60.4 44.2 33.8 26.6 21.5 17.7 T 630 630 630 630 630 630 630 630 630 630 630 630 630 10 16.6 3.12 2.16 1.59 F 380 277 201 150 115 91.0 73.6 50.9 37.3 28.5 22.4 18.1 14.9 T 505 505 505 505 505 505 505 505 505 505 505 505 505
* 8 13.5 3.14 2.18 1.60 F 294 219 160 120 92.9 73.6 59.7 41.4 30.4 23.2 18.3 14.8 12.2 T 356 356 356 356 356 356 356 356 356 356 356 356 356 100x65 10 + 15.6 3.14 1.81 1.39 F 327 226 159 116 88.2 69.1 55.5 38.1 27.7 21.0 16.5 13.3 11.0 T 478 478 478 478 478 478 478 478 478 478 478 478 478
* 8 + 12.7 3.16 1.83 1.40 F 256 180 128 93.8 71.5 56.1 45.2 31.1 22.6 17.2 13.5 10.9 9.00 T 338 338 338 338 338 338 338 338 338 338 338 338 338
* 7 + 11.2 3.17 1.83 1.40 F 209 151 109 80.4 61.6 48.5 39.1 27.0 19.7 15.0 11.8 9.55 7.87 T 259 259 259 259 259 259 259 259 259 259 259 259 259 100x50 * 8 11.4 3.19 1.31 1.06 F 184 116 77.7 55.3 41.2 31.9 25.4 17.2 12.4 9.33 7.29 5.85 4.80 T 304 304 304 304 304 304 304 304 304 304 304 304 304
* 6 8.71 3.21 1.33 1.07 F 124 82.5 56.5 40.7 30.6 23.8 19.1 13.0 9.40 7.11 5.57 4.48 3.68 T 168 168 168 168 168 168 168 168 168 168 168 168 168 80x60 * 7 9.38 2.51 1.74 1.28 F 185 124 85.3 61.7 46.6 36.3 29.1 19.8 14.4 10.9 8.54 6.87 5.65 T 270 270 270 270 270 270 270 270 270 270 270 270 270 80x40 8 9.01 2.53 1.03 0.84 F 116 67.6 43.5 30.2 22.2 16.9 13.4 8.93 6.39 4.79 3.73 2.98 2.44 T 277 277 277 277 277 277 277 277 277 277 277 277 277
* 6 6.89 2.55 1.05 0.85 F 85.6 50.6 32.9 23.0 16.9 13.0 10.2 6.86 4.92 3.69 2.88 2.30 1.88 T 172 172 172 172 172 172 172 172 172 172 172 172 172 75x50 8 9.41 2.35 1.40 1.07 F 159 99.3 66.2 47.0 35.0 27.0 21.5 14.5 10.4 7.88 6.16 4.94 4.05 T 293 293 293 293 293 293 293 293 293 293 293 293 293
* 6 7.19 2.37 1.42 1.08 F 118 74.9 50.4 35.9 26.8 20.7 16.5 11.2 8.07 6.09 4.76 3.82 3.14 T 191 191 191 191 191 191 191 191 191 191 191 191 191 70x50 * 6 6.89 2.20 1.43 1.07 F 115 72.2 48.2 34.3 25.5 19.7 15.7 10.6 7.64 5.76 4.50 3.61 2.96 T 195 195 195 195 195 195 195 195 195 195 195 195 195 65x50 * 5 5.54 2.05 1.47 1.07 F 88.7 56.5 38.0 27.1 20.2 15.7 12.5 8.45 6.10 4.60 3.60 2.89 2.37 T 139 139 139 139 139 139 139 139 139 139 139 139 139 60x40 6 5.68 1.88 1.12 0.86 F 75.1 43.9 28.3 19.7 14.5 11.1 8.74 5.84 4.18 3.14 2.44 1.95 1.60 T 174 174 174 174 174 174 174 174 174 174 174 174 174
* 5 4.79 1.89 1.13 0.86 F 62.8 36.9 23.9 16.7 12.3 9.38 7.41 4.96 3.55 2.67 2.08 1.66 1.36 T 133 133 133 133 133 133 133 133 133 133 133 133 133
+ These sections are in addition to the range of BS EN 10056-1 sections.
* Section is Class 4 under axial compression.
FOR EXPLANATION OF TABLES SEE NOTE 6.
For values of the compression cross-sectional resistance, Nc,Rd, see values of Npl,Rd in tables for axial force and bending and also see explanatory note 6.
Advance and UKA are trademarks of Corus. A fuller description of the relationship between Angles and the Advance range of sections manufactured by Corus is given in note 12.
Values in italic type indicate that the section is a class 4 section in pure compression and allowance has been made in calculating the resistance.
Section
Buckling mode
Designation
b b
a
a u
v
v
u BS EN 1993-1-1:2005
BS EN 10056-1:1999
b t
b
h
D - 48
Created on 28 February 2012 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement
UNEQUAL ANGLES
Advance UKA - Unequal Angles
Long leg attached Two or more bolts in line or equivalent welded at each end
Area Radius of Flexural (F) and torsional (T) buckling resistances (kN)
Gyration for
Axis Axis Axis System length, L (m)
h x b t a-a b-b v-v 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0 10.0
mm mm cm2 cm cm cm
200x150 * 18 + 60.1 4.38 6.30 3.22 F 1620 1490 1350 1170 1000 854 731 547 422 334 270 223 187 T 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710 1710
* 15 50.5 4.40 6.33 3.23 F 1250 1160 1060 933 804 691 595 449 348 276 224 186 156 T 1240 1240 1240 1240 1240 1240 1240 1240 1240 1240 1240 1240 1240
* 12 40.8 4.44 6.36 3.25 F 860 805 745 674 591 515 449 344 270 216 176 146 124 T 767 767 767 767 767 767 767 767 767 767 767 767 767 200x100 * 15 43.0 2.64 6.40 2.12 F 960 818 675 536 430 350 289 206 154 119 95.0 77.5 64.3 T 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070 1070
* 12 34.8 2.67 6.43 2.14 F 669 582 497 405 329 271 226 163 122 95.3 76.2 62.3 51.8 T 671 671 671 671 671 671 671 671 671 671 671 671 671
* 10 29.2 2.68 6.46 2.15 F 491 434 377 316 261 217 182 132 100 78.4 62.9 51.5 43.0 T 446 446 446 446 446 446 446 446 446 446 446 446 446 150x90 15 33.9 2.46 4.74 1.93 F 817 672 514 396 311 249 204 143 106 81.5 64.6 52.5 43.4 T 1040 1040 1040 1040 1040 1040 1040 1040 1040 1040 1040 1040 1040
* 12 27.5 2.49 4.77 1.94 F 628 524 406 315 249 200 164 116 85.8 66.1 52.4 42.6 35.3 T 733 733 733 733 733 733 733 733 733 733 733 733 733
* 10 23.2 2.51 4.80 1.95 F 472 402 321 253 202 164 135 95.7 71.3 55.1 43.8 35.7 29.6 T 507 507 507 507 507 507 507 507 507 507 507 507 507 150x75 15 31.7 1.94 4.75 1.58 F 692 526 381 284 218 172 139 96.2 70.4 53.7 42.3 34.2 28.2 T 974 974 974 974 974 974 974 974 974 974 974 974 974
* 12 25.7 1.97 4.78 1.59 F 536 414 303 227 175 139 112 78.0 57.2 43.7 34.5 27.9 23.0 T 686 686 686 686 686 686 686 686 686 686 686 686 686
* 10 21.7 1.99 4.81 1.60 F 407 326 244 185 144 114 93.2 65.0 47.9 36.7 29.0 23.5 19.4 T 475 475 475 475 475 475 475 475 475 475 475 475 475 125x75 12 22.7 2.05 3.95 1.61 F 508 384 279 209 160 127 103 71.1 52.1 39.8 31.4 25.3 20.9 T 688 688 688 688 688 688 688 688 688 688 688 688 688
* 10 19.1 2.07 3.97 1.61 F 407 311 229 172 133 105 85.3 59.2 43.4 33.2 26.2 21.2 17.5 T 509 509 509 509 509 509 509 509 509 509 509 509 509
* 8 15.5 2.09 4.00 1.63 F 289 232 175 134 104 83.4 68.0 47.6 35.1 26.9 21.3 17.3 14.3 T 323 323 323 323 323 323 323 323 323 323 323 323 323
+ These sections are in addition to the range of BS EN 10056-1 sections.
* Section is Class 4 under axial compression.
FOR EXPLANATION OF TABLES SEE NOTE 6.
For values of the compression cross-sectional resistance, Nc,Rd, see values of Npl,Rd in tables for axial force and bending and also see explanatory note 6.
Advance and UKA are trademarks of Corus. A fuller description of the relationship between Angles and the Advance range of sections manufactured by Corus is given in note 12.
Values in italic type indicate that the section is a class 4 section in pure compression and allowance has been made in calculating the resistance.
Section
Buckling mode
Designation
u
v
v
u b
a a
b h
b t
COMPRESSION S355 / Advance355 UNEQUAL ANGLES
Advance UKA - Unequal Angles
Long leg attached Two or more bolts in line or equivalent welded at each end
Area Radius of Flexural (F) and torsional (T) buckling resistances (kN)
Gyration for
Axis Axis Axis System length, L (m)
h x b t a-a b-b v-v 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0 10.0
mm mm cm2 cm cm cm
100x75 12 19.7 2.14 3.10 1.59 F 450 329 239 178 137 108 87.4 60.4 44.2 33.8 26.6 21.5 17.7 T 630 630 630 630 630 630 630 630 630 630 630 630 630 10 16.6 2.16 3.12 1.59 F 380 277 201 150 115 91.0 73.6 50.9 37.3 28.5 22.4 18.1 14.9 T 505 505 505 505 505 505 505 505 505 505 505 505 505
* 8 13.5 2.18 3.14 1.60 F 294 219 160 120 92.9 73.6 59.7 41.4 30.4 23.2 18.3 14.8 12.2 T 356 356 356 356 356 356 356 356 356 356 356 356 356 100x65 10 + 15.6 1.81 3.14 1.39 F 327 226 159 116 88.2 69.1 55.5 38.1 27.7 21.0 16.5 13.3 11.0 T 478 478 478 478 478 478 478 478 478 478 478 478 478
* 8 + 12.7 1.83 3.16 1.40 F 256 180 128 93.8 71.5 56.1 45.2 31.1 22.6 17.2 13.5 10.9 9.00 T 338 338 338 338 338 338 338 338 338 338 338 338 338
* 7 + 11.2 1.83 3.17 1.40 F 209 151 109 80.4 61.6 48.5 39.1 27.0 19.7 15.0 11.8 9.55 7.87 T 259 259 259 259 259 259 259 259 259 259 259 259 259 100x50 * 8 11.4 1.31 3.19 1.06 F 184 116 77.7 55.3 41.2 31.9 25.4 17.2 12.4 9.33 7.29 5.85 4.80 T 304 304 304 304 304 304 304 304 304 304 304 304 304
* 6 8.71 1.33 3.21 1.07 F 124 82.5 56.5 40.7 30.6 23.8 19.1 13.0 9.40 7.11 5.57 4.48 3.68 T 168 168 168 168 168 168 168 168 168 168 168 168 168 80x60 * 7 9.38 1.74 2.51 1.28 F 185 124 85.3 61.7 46.6 36.3 29.1 19.8 14.4 10.9 8.54 6.87 5.65 T 270 270 270 270 270 270 270 270 270 270 270 270 270 80x40 8 9.01 1.03 2.53 0.838 F 116 67.6 43.5 30.2 22.2 16.9 13.4 8.93 6.39 4.79 3.73 2.98 2.44 T 277 277 277 277 277 277 277 277 277 277 277 277 277
* 6 6.89 1.05 2.55 0.845 F 85.6 50.6 32.9 23.0 16.9 13.0 10.2 6.86 4.92 3.69 2.88 2.30 1.88 T 172 172 172 172 172 172 172 172 172 172 172 172 172 75x50 8 9.41 1.40 2.35 1.07 F 159 99.3 66.2 47.0 35.0 27.0 21.5 14.5 10.4 7.88 6.16 4.94 4.05 T 293 293 293 293 293 293 293 293 293 293 293 293 293
* 6 7.19 1.42 2.37 1.08 F 118 74.9 50.4 35.9 26.8 20.7 16.5 11.2 8.07 6.09 4.76 3.82 3.14 T 191 191 191 191 191 191 191 191 191 191 191 191 191 70x50 * 6 6.89 1.43 2.20 1.07 F 115 72.2 48.2 34.3 25.5 19.7 15.7 10.6 7.64 5.76 4.50 3.61 2.96 T 195 195 195 195 195 195 195 195 195 195 195 195 195 65x50 * 5 5.54 1.47 2.05 1.07 F 88.7 56.5 38.0 27.1 20.2 15.7 12.5 8.45 6.10 4.60 3.60 2.89 2.37 T 139 139 139 139 139 139 139 139 139 139 139 139 139 60x40 6 5.68 1.12 1.88 0.855 F 75.1 43.9 28.3 19.7 14.5 11.1 8.74 5.84 4.18 3.14 2.44 1.95 1.60 T 174 174 174 174 174 174 174 174 174 174 174 174 174
* 5 4.79 1.13 1.89 0.860 F 62.8 36.9 23.9 16.7 12.3 9.38 7.41 4.96 3.55 2.67 2.08 1.66 1.36 T 133 133 133 133 133 133 133 133 133 133 133 133 133
+ These sections are in addition to the range of BS EN 10056-1 sections.
* Section is Class 4 under axial compression.
FOR EXPLANATION OF TABLES SEE NOTE 6.
For values of the compression cross-sectional resistance, Nc,Rd, see values of Npl,Rd in tables for axial force and bending and also see explanatory note 6.
Advance and UKA are trademarks of Corus. A fuller description of the relationship between Angles and the Advance range of sections manufactured by Corus is given in note 12.
Values in italic type indicate that the section is a class 4 section in pure compression and allowance has been made in calculating the resistance.
Section
Buckling mode
Designation
u
v
v
u b
a a
b BS EN 1993-1-1:2005
BS EN 10056-1:1999
h
b t
D - 50
Created on 28 February 2012 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement
EQUAL ANGLES
Advance UKA - Equal Angles
Mass Radius of Gross Weld Equivalent Tension
per Gyration Area or Tension Resistance
Metre Axis Bolt No. Diameter Area
h x h t v-v Size Nt,Rd
mm mm kg cm cm2 mm cm2 kN
200x200 24 71.1 3.90 90.6 Weld 0 - 77.8 2680
M24 1 26 67.2 2320
M24 2 26 60.4 2080
M20 3 22 56.7 1960
20 59.9 3.92 76.3 Weld 0 - 65.4 2260
M24 1 26 56.4 1950
M24 2 26 50.7 1750
M20 3 22 47.6 1640
18 54.3 3.90 69.1 Weld 0 - 59.2 2040
M24 1 26 51.0 1760
M24 2 26 45.9 1580
M20 3 22 43.1 1490
16 48.5 3.94 61.8 Weld 0 - 52.9 1880
M24 1 26 45.5 1620
M24 2 26 40.9 1450
M20 3 22 38.5 1370
150x150 18 + 40.1 2.93 51.2 Weld 0 - 43.9 1520
M24 1 26 36.7 1260
M20 2 22 33.1 1140
15 33.8 2.93 43.0 Weld 0 - 36.9 1310
M24 1 26 30.7 1090
M20 2 22 27.7 985
12 27.3 2.95 34.8 Weld 0 - 29.8 1060
M24 1 26 24.8 879
M20 2 22 22.4 795
10 23.0 2.97 29.3 Weld 0 - 25.0 888
M24 1 26 20.8 738
M20 2 22 18.8 668
120x120 15 + 26.6 2.34 34.0 Weld 0 - 29.2 1040
M24 1 26 23.5 835
M20 1 22 24.2 858
12 21.6 2.35 27.5 Weld 0 - 23.6 837
M24 1 26 19.0 673
M20 1 22 19.5 692
10 18.2 2.36 23.2 Weld 0 - 19.8 704
M24 1 26 15.9 566
M20 1 22 16.4 581
8 + 14.7 2.38 18.8 Weld 0 - 16.0 569
M24 1 26 12.9 457
M20 1 22 13.2 469
+ These sections are in addition to the range of BS EN 10056-1 sections.
FOR EXPLANATION OF TABLES SEE NOTE 7.
Section Holes Deducted
Designation From Angle
Advance and UKA are trademarks of Corus. A fuller description of the relationship between Angles and the Advance range of sections manufactured by Corus is given in note 12.
h h v v
TENSION S355 / Advance355 EQUAL ANGLES
Advance UKA - Equal Angles
Mass Radius of Gross Weld Equivalent Tension
per Gyration Area or Tension Resistance
Metre Axis Bolt No. Diameter Area
h x h t v-v Size Nt,Rd
mm mm kg cm cm2 mm cm2 kN
100x100 15 + 21.9 1.94 28.0 Weld 0 - 24.1 856
M24 1 26 18.7 664
M20 1 22 19.4 688
12 17.8 1.94 22.7 Weld 0 - 19.5 692
M24 1 26 15.1 537
M20 1 22 15.6 555
10 15.0 1.95 19.2 Weld 0 - 16.4 584
M24 1 26 12.7 452
M20 1 22 13.2 468
8 12.2 1.96 15.5 Weld 0 - 13.3 470
M24 1 26 10.3 364
M20 1 22 10.6 377
90x90 12 + 15.9 1.75 20.3 Weld 0 - 17.5 619
M20 1 22 13.7 487
M16 1 18 14.3 506
10 13.4 1.75 17.1 Weld 0 - 14.7 521
M20 1 22 11.5 409
M16 1 18 12.0 425
8 10.9 1.76 13.9 Weld 0 - 11.9 422
M20 1 22 9.33 331
M16 1 18 9.69 344
7 9.61 1.77 12.2 Weld 0 - 10.4 370
M20 1 22 8.19 291
M16 1 18 8.49 302
80x80 10 11.9 1.55 15.1 Weld 0 - 13.0 460
M20 1 22 9.93 353
M16 1 18 10.4 368
8 9.63 1.56 12.3 Weld 0 - 10.5 374
M20 1 22 8.05 286
M16 1 18 8.41 298
75x75 8 8.99 1.46 11.4 Weld 0 - 9.78 347
M20 1 22 7.36 261
M16 1 18 7.72 274
6 6.85 1.47 8.73 Weld 0 - 7.46 265
M20 1 22 5.61 199
M16 1 18 5.88 209
+ These sections are in addition to the range of BS EN 10056-1 sections.
FOR EXPLANATION OF TABLES SEE NOTE 7.
Section Holes Deducted
Designation From Angle
Advance and UKA are trademarks of Corus. A fuller description of the relationship between Angles and the Advance range of sections manufactured by Corus is given in note 12.
BS EN 1993-1-1:2005 BS EN 10056-1:1999
h h v v
D - 52
Created on 28 February 2012 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement
EQUAL ANGLES
Advance UKA - Equal Angles
Mass Radius of Gross Weld Equivalent Tension
per Gyration Area or Tension Resistance
Metre Axis Bolt No. Diameter Area
h x h t v-v Size Nt,Rd
mm mm kg cm cm2 mm cm2 kN
70x70 7 7.38 1.36 9.40 Weld 0 - 8.05 286
M20 1 22 5.95 211
M16 1 18 6.25 222
6 6.38 1.37 8.13 Weld 0 - 6.95 247
M20 1 22 5.13 182
M16 1 18 5.40 192
65x65 7 6.83 1.26 8.73 Weld 0 - 7.48 265
M20 1 22 5.40 192
M16 1 18 5.71 203
60x60 8 7.09 1.16 9.03 Weld 0 - 7.76 276
M16 1 18 5.81 206
6 5.42 1.17 6.91 Weld 0 - 5.92 210
M16 1 18 4.43 157
5 4.57 1.17 5.82 Weld 0 - 4.97 177
M16 1 18 3.72 132
50x50 6 4.47 0.968 5.69 Weld 0 - 4.88 173
M12 1 14 3.72 132
5 3.77 0.973 4.80 Weld 0 - 4.11 146
M12 1 14 3.13 111
4 3.06 0.979 3.89 Weld 0 - 3.32 118
M12 1 14 2.53 89.8
45x45 4.5 3.06 0.870 3.90 Weld 0 - 3.34 118
M12 1 14 2.47 87.8
40x40 5 2.97 0.773 3.79 Weld 0 - 3.25 115
M12 1 14 2.33 82.5
4 2.42 0.777 3.08 Weld 0 - 2.64 93.6
M12 1 14 1.88 66.9
35x35 4 2.09 0.678 2.67 Weld 0 - 2.29 81.3
M12 1 14 1.56 55.3
30x30 4 1.78 0.577 2.27 Weld 0 - 1.95 69.2
M12 1 14 1.24 44.0
3 1.36 0.581 1.74 Weld 0 - 1.49 52.8
M12 1 14 0.948 33.7
25x25 4 1.45 0.482 1.85 Weld 0 - 1.60 56.6
M12 1 14 0.909 32.3
3 1.12 0.484 1.42 Weld 0 - 1.22 43.3
M12 1 14 0.698 24.8
20x20 3 0.882 0.383 1.12 Weld 0 - 0.964 34.2
M12 1 14 0.458 16.3
FOR EXPLANATION OF TABLES SEE NOTE 7.
Section Holes Deducted
Advance and UKA are trademarks of Corus. A fuller description of the relationship between Angles and the Advance range of sections manufactured by Corus is given in note 12.
Designation From Angle
h h v v
TENSION S355 / Advance355 UNEQUAL ANGLES
Advance UKA - Unequal Angles
Short leg attached
Mass Radius of Gross Weld Equivalent Tension
per Gyration Area or Tension Resistance
Metre Axis Bolt No. Diameter Area
h x b t v-v Size Nt,Rd
mm mm kg cm cm2 mm cm2 kN
200x150 18 + 47.1 3.22 60.1 Weld 0 - 50.2 1730
M24 1 26 41.1 1420
M20 2 22 37.5 1300
15 39.6 3.23 50.5 Weld 0 - 42.1 1490
M24 1 26 34.5 1220
M20 2 22 31.5 1120
12 32.0 3.25 40.8 Weld 0 - 34 1210
M24 1 26 27.8 986
M20 2 22 25.4 901
200x100 15 33.8 2.12 43.0 Weld 0 - 34.6 1230
M24 1 26 26.2 930
M20 1 22 26.9 954
12 27.3 2.14 34.8 Weld 0 - 28 993
M24 1 26 21.2 751
M20 1 22 21.7 770
10 23.0 2.15 29.2 Weld 0 - 23.4 832
M24 1 26 17.7 630
M20 1 22 18.2 645
150x90 15 26.6 1.93 33.9 Weld 0 - 27.8 986
M20 1 22 21.4 760
M16 1 18 22.1 784
12 21.6 1.94 27.5 Weld 0 - 22.5 798
M20 1 22 17.3 615
M16 1 18 17.9 634
10 18.2 1.95 23.2 Weld 0 - 18.9 672
M20 1 22 14.6 518
M16 1 18 15 533
150x75 15 24.8 1.58 31.7 Weld 0 - 25.6 908
M20 1 22 19 673
M16 1 18 19.6 697
12 20.2 1.59 25.7 Weld 0 - 20.7 734
M20 1 22 15.3 545
M16 1 18 15.9 564
10 17.0 1.60 21.7 Weld 0 - 17.4 619
M20 1 22 12.9 459
M16 1 18 13.4 475
+ These sections are in addition to the range of BS EN 10056-1 sections.
FOR EXPLANATION OF TABLES SEE NOTE 7.
Section Holes Deducted
Designation From Angle
Advance and UKA are trademarks of Corus. A fuller description of the relationship between Angles and the Advance range of sections manufactured by Corus is given in note 12.
BS EN 1993-1-1:2005 BS EN 10056-1:1999
b v
h v
D - 54
Created on 28 February 2012 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement
UNEQUAL ANGLES
Advance UKA - Unequal Angles
Short leg attached
Mass Radius of Gross Weld Equivalent Tension
per Gyration Area or Tension Resistance
Metre Axis Bolt No. Diameter Area
h x b t v-v Size Nt,Rd
mm mm kg cm cm2 mm cm2 kN
125x75 12 17.8 1.61 22.7 Weld 0 - 18.6 660
M20 1 22 13.8 492
M16 1 18 14.4 510
10 15.0 1.61 19.1 Weld 0 - 15.6 555
M20 1 22 11.6 413
M16 1 18 12.1 428
8 12.2 1.63 15.5 Weld 0 - 12.7 449
M20 1 22 9.41 334
M16 1 18 9.77 347
100x75 12 15.4 1.59 19.7 Weld 0 - 16.5 585
M20 1 22 12.3 438
M16 1 18 12.9 457
10 13.0 1.59 16.6 Weld 0 - 13.9 492
M20 1 22 10.4 368
M16 1 18 10.8 384
8 10.6 1.60 13.5 Weld 0 - 11.3 399
M20 1 22 8.41 299
M16 1 18 8.77 311
100x65 10 + 12.3 1.39 15.6 Weld 0 - 12.9 457
M20 1 22 9.28 329
M16 1 18 9.72 345
8 + 9.94 1.40 12.7 Weld 0 - 10.5 371
M20 1 22 7.53 267
M16 1 18 7.89 280
7 + 8.77 1.40 11.2 Weld 0 - 9.21 327
M20 1 22 6.64 236
M16 1 18 6.94 247
100x50 8 8.97 1.06 11.4 Weld 0 - 9.18 326
M12 1 14 6.87 244
6 6.84 1.07 8.71 Weld 0 - 7 248
M12 1 14 5.23 186
80x60 7 7.36 1.28 9.38 Weld 0 - 7.83 278
M16 1 18 5.82 207
+ These sections are in addition to the range of BS EN 10056-1 sections.
FOR EXPLANATION OF TABLES SEE NOTE 7.
Holes Deducted
Designation From Angle
Advance and UKA are trademarks of Corus. A fuller description of the relationship between Angles and the Advance range of sections manufactured by Corus is given in note 12.
Section
b v
h v
TENSION S355 / Advance355 UNEQUAL ANGLES
Advance UKA - Unequal Angles
Short leg attached
Mass Radius of Gross Weld Equivalent Tension
per Gyration Area or Tension Resistance
Metre Axis Bolt No. Diameter Area
h x b t v-v Size Nt,Rd
mm mm kg cm cm2 mm cm2 kN
80x40 8 7.07 0.838 9.01 Weld 0 - 7.27 258
M12 1 14 5.19 184
6 5.41 0.845 6.89 Weld 0 - 5.54 197
M12 1 14 3.96 141
75x50 8 7.39 1.07 9.41 Weld 0 - 7.79 276
M12 1 14 5.87 208
6 5.65 1.08 7.19 Weld 0 - 5.93 211
M12 1 14 4.47 159
70x50 6 5.41 1.07 6.89 Weld 0 - 5.72 203
M12 1 14 4.32 153
65x50 5 4.35 1.07 5.54 Weld 0 - 4.63 164
M12 1 14 3.5 124
60x40 6 4.46 0.855 5.68 Weld 0 - 4.7 167
M12 1 14 3.36 119
5 3.76 0.860 4.79 Weld 0 - 3.95 140
M12 1 14 2.83 100
60x30 5 3.36 0.633 4.28 Weld 0 - 3.45 122
M12 1 14 2.27 80.6
50x30 5 2.96 0.639 3.78 Weld 0 - 3.1 110
M12 1 14 2.02 71.7
45x30 4 2.25 0.640 2.87 Weld 0 - 2.37 84.1
M12 1 14 1.54 54.6
40x25 4 1.93 0.534 2.46 Weld 0 - 2.02 71.8
M12 1 14 1.21 43.1
40x20 4 1.77 0.417 2.26 Weld 0 - 1.82 64.7
M12 1 14 0.994 35.3
30x20 4 1.46 0.421 1.86 Weld 0 - 1.54 54.7
M12 1 14 0.794 28.2
3 1.12 0.424 1.43 Weld 0 - 1.18 41.9
M12 1 14 0.613 21.8
FOR EXPLANATION OF TABLES SEE NOTE 7.
Advance and UKA are trademarks of Corus. A fuller description of the relationship between Angles and the Advance range of sections manufactured by Corus is given in note 12.
Designation From Angle
Section Holes Deducted
BS EN 1993-1-1:2005 BS EN 10056-1:1999
b v
h v
D - 56
Created on 28 February 2012 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement
UNEQUAL ANGLES
Advance UKA - Unequal Angles
Long leg attached
Mass Radius of Gross Weld Equivalent Tension
per Gyration Area or Tension Resistance
Metre Axis Bolt No. Diameter Area
h x b t v-v Size Nt,Rd
mm mm kg cm cm2 mm cm2 kN
200x150 18 + 47.1 3.22 60.1 Weld 0 - 52.9 1820
M24 1 26 46.5 1600
M24 2 26 41.4 1430
M20 3 22 38.6 1330
15 39.6 3.23 50.5 Weld 0 - 44.4 1570
M24 1 26 39.0 1380
M24 2 26 34.7 1230
M20 3 22 32.4 1150
12 32.0 3.25 40.8 Weld 0 - 35.8 1270
M24 1 26 31.4 1110
M24 2 26 27.9 992
M20 3 22 26.1 926
200x100 15 33.8 2.12 43.0 Weld 0 - 39.1 1390
M24 1 26 35.2 1250
M24 2 26 30.9 1100
M20 3 22 28.6 1020
12 27.3 2.14 34.8 Weld 0 - 31.6 1120
M24 1 26 28.4 1010
M24 2 26 24.9 885
M20 3 22 23.1 820
10 23.0 2.15 29.2 Weld 0 - 26.4 939
M24 1 26 23.7 843
M24 2 26 20.9 741
M20 3 22 19.3 687
150x90 15 26.6 1.93 33.9 Weld 0 - 30.5 1080
M24 1 26 26.2 929
M20 2 22 23.2 823
12 21.6 1.94 27.5 Weld 0 - 24.7 875
M24 1 26 21.1 750
M20 2 22 18.7 665
10 18.2 1.95 23.2 Weld 0 - 20.7 736
M24 1 26 17.7 630
M20 2 22 15.8 559
150x75 15 24.8 1.58 31.7 Weld 0 - 28.9 1030
M24 1 26 25.1 890
M20 2 22 22.1 784
12 20.2 1.59 25.7 Weld 0 - 23.4 830
M24 1 26 20.2 718
M20 2 22 17.8 633
10 17.0 1.60 21.7 Weld 0 - 19.7 699
M24 1 26 17.0 603
M20 2 22 15.0 533
+ These sections are in addition to the range of BS EN 10056-1 sections.
FOR EXPLANATION OF TABLES SEE NOTE 7.
Section Holes Deducted
Designation From Angle
Advance and UKA are trademarks of Corus. A fuller description of the relationship between Angles and the Advance range of sections manufactured by Corus is given in note 12.
v
b v h