UNIVERSAL BEAMS AND COLUMNS Universal …

1 UNIVERSAL BEAMS AND COLUMNS 38. B. UNIVERSAL BEAMS and COLUMNS n r N. t D d T. C. BEAMS AND COLUMNS . Imperial units b Designation Depth Width Thickness Root Depth Area Ratios For Dimensions For Detailing Size Mass Of Of Radius Between Of Local Per Section Section Flange Web Fillets Section Buckling End Metre Flange Web Clearance Notch D B T t r d A b/T d/t C N n in (mm) lb/ft kg/m mm mm mm mm mm mm cm2 mm mm mm W4-4x4 13 6 58 15. (102x102) 6 57 15. 6 56 18. W5-5x3 9 4 46 15. (127x76). W5-5x5 16 5 70 17. (127x127) 19 5 70 19. W6-6x3 9 5 45 15. (152x76) 12 5 45 17. W6-6x3 1/2 11 4 52 15. (152x89). W6-6x4 9 4 58 12. (152x102) 12 5 58 13. 16 5 58 17. W6-6x6 15 5 83 13. (152X152) 5 83 14. 20 5 83 17. 25 6 83 19. W7-7x 3 1/2 11 4 53 16. (178x89) 12 5 53 17. 15 5 52 19. W7-7x4 13 4 58 16. (178x102). W8-8x4 10 4 58 13. (203x102) 13 5 58 14. 15 5 58 16. 16 5 58 17. W8-8x5 1/4 14 5 74 14.

2 (203x133) 15 5 74 16. 17 5 74 15. 18 5 74 16. 20 5 74 17. 21 5 74 18. W8-8x6 1/2 24 5 89 20. (203x165) 28 6 89 22. W8-8x8 31 6 108 21. (203x203) 35 6 108 23. 40 7 108 24. 48 7 108 28. 58 110 8 108 31. 67 127 9 108 34. W10-10x4 12 4 58 13. (254x102) 15 5 58 14. 17 5 58 16. 19 5 58 18. 40 Continental Steel Pte Ltd UNIVERSAL BEAMS AND COLUMNS 39. y x x BEAMS AND COLUMNS . Imperial units y Designation Surface Second Radius Elastic Plastic Buckling Torsional Warping Torsional Size Mass Area Moment Of Modulus Modulus Parameter Index Constant Constant Per per Of Area Gyration Metre Metre Axis Axis Axis Axis Axis Axis Axis Axis x-x y-y x-x y-y x-x y-y x-x y-y u x H J. in (mm) lb/ft kg/m m2 cm4 cm4 cm cm cm3 cm3 cm3 cm3 dm6 cm4. W4-4x4 13 472 160 103 (102x102) 456 167 104 587 200 110 129 W5-5x3 9 473 (127x76). W5-5x5 16 892 312 140 158 (127x127) 19 1092 380 167 190 W6-6x3 9 666 102 (152x76) 12 841 109 126 W6-6x3 1/2 11 834 109 123 (152x89).

3 W6-6x4 9 683 102 (152x102) 12 918 125 120 136 16 1330 183 167 190 W6-6x6 15 1210 387 159 177 (152X152) 1250 400 164 182 20 1748 560 222 248 112 25 2210 706 273 309 140 W7-7x 3 1/2 11 1060 123 138 (178x89) 12 1213 139 157 15 1529 122 171 195 W7-7x4 13 1356 137 153 171 (178x102). W8-8x4 10 1284 128 145 (203x102) 13 1647 114 162 187 15 1999 142 194 222 16 2105 164 207 234 W8-8x5 1/4 14 1980 251 195 218 (203x133) 15 2105 275 208 232 17 2340 308 230 258 18 2578 331 249 279 20 2896 385 280 314 21 3119 405 297 333 W8-8x6 1/2 24 3430 757 341 378 140 (203x165) 28 4077 901 398 109 445 165 W8-8x8 31 4568 1548 450 152 497 231 (203x203) 35 5259 1778 510 174 567 264 40 6125 2065 584 201 656 305 48 7618 2537 706 246 799 374 58 9449 3128 850 299 977 456 137. 67 11310 3687 990 351 1150 536 211. W10-10x4 12 2241 179 207 (254x102) 15 2841 119 224 259 17 3415 149 266 306 19 4005 179 308 353 Continental Steel Pte Ltd 41.

4 UNIVERSAL BEAMS AND COLUMNS 40. B. UNIVERSAL BEAMS and COLUMNS n r N. t D d T. C. BEAMS AND COLUMNS . Imperial units b Designation Depth Width Thickness Root Depth Area Ratios For Dimensions For Detailing Size Mass Of Of Radius Between Of Local Per Section Section Flange Web Fillets Section Buckling End Metre Flange Web Clearance Notch D B T t r d A b/T d/t C N n in (mm) lb/ft kg/m mm mm mm mm mm mm cm2 mm mm mm W10-10x5 3/4 16 5 80 14. (254x146) 21 5 80 16. 22 5 80 17. 25 5 80 19. 26 5 80 19. 29 6 80 20. 30 6 80 21. W10-10x8 33 6 107 24. (254x203) 39 6 107 26. 42 8 107 25. 45 6 107 28. 57 108 10 107 29. W10-10x10 49 6 133 27. (254x254) 54 102 7 133 28. 60 113 7 133 30. 68 129 8 133 32. 72 136 8 133 33. 77 146 9 133 35. 88 131 167 10 133 38. 89 132 168 10 133 38. 100 190 11 133 41. 112 213 12 133 44. W12-12x4 14 5 58 13. (305x102) 16 5 58 14. 5 58 15. 19 5 58 16.

5 22 5 58 18. W12-12x5 25 6 68 20. (305x127) 28 6 68 21. 32 7 68 23. W12-12x6 1/2 21 5 90 15. (305x165) 26 5 89 17. 27 5 90 19. 30 5 90 19. 31 5 90 21. 35 6 89 21. 36 6 90 23. W12-12x8 40 6 108 28. (305x203) 45 6 108 30. 50 7 108 31. W12-12x10 53 100 6 133 30. (305x254) 58 110 7 133 31. 42. Continental Steel Pte Ltd UNIVERSAL BEAMS AND COLUMNS 41. y x x BEAMS AND COLUMNS . Imperial units y Designation Surface Second Radius Elastic Plastic Buckling Torsional Warping Torsional Size Mass Area Moment Of Modulus Modulus Parameter Index Constant Constant Per per Of Area Gyration Metre Metre Axis Axis Axis Axis Axis Axis Axis Axis x-x y-y x-x y-y x-x y-y x-x y-y u x H J. in (mm) lb/ft kg/m m2 cm4 cm4 cm cm cm3 cm3 cm3 cm3 dm6 cm4. W10-10x5 3/4 16 3477 326 275 308 (254x146) 21 4413 448 351 393 22 4917 475 381 426 100 25 5537 571 433 483 119 26 5974 584 455 510 122 29 6544 677 504 566 141 30 7048 692 530 597 144 W10-10x8 33 7071 1517 572 150 634 229 (254x203) 39 8672 1865 688 184 765 280 42 8430 1807 676 175 768 271 45 10300 2214 803 217 898 331 57 11930 2606 925 247 1067 385 109.

6 W10-10x10 49 11410 3908 898 307 992 465 (254x254) 54 12590 4304 983 338 1091 512 60 14270 4858 1096 379 1224 575 102. 68 101 16390 5558 1241 432 1398 657 148. 72 107 17510 5928 1313 458 1484 697 172. 77 115 18950 6391 1408 494 1599 752 213. 88 131 22210 7436 1613 570 1850 869 314. 89 132 22530 7531 1631 576 1869 878 319. 100 149 25900 8598 1838 655 2127 999 452. 112 167 30000 9870 2075 744 2424 1137 626. W12-12x4 14 3682 243 286 (305x102) 16 4274 117 281 329 4455 123 292 342 19 5366 155 348 403 22 6501 194 416 481 W12-12x5 25 7166 335 471 539 (305x127) 28 8196 389 534 614 32 9575 461 616 711 116 W12-12x6 1/2 21 6554 544 428 476 102 (305x165) 26 8498 720 548 609 134 27 8503 764 560 623 142 30 9864 841 629 102 703 156 31 9899 896 646 108 720 166 35 11860 1019 747 122 838 188 36 11700 1063 754 127 846 196 W12-12x8 40 12840 1823 847 179 938 274 (305x203) 45 14570 2078 952 203 1060 311 50 16350 2337 1056 228 1183 349 W12-12x10 53 17700 3986 1156 314 1276 477 (305x254) 58 19740 4444 1275 349 1411 531 Continental Steel Pte Ltd 43.

7 UNIVERSAL BEAMS AND COLUMNS 42. B. UNIVERSAL BEAMS and COLUMNS n r N. t D d T. C. BEAMS AND COLUMNS . Imperial units b Designation Depth Width Thickness Root Depth Area Ratios For Dimensions For Detailing Size Mass Of Of Radius Between Of Local Per Section Section Flange Web Fillets Section Buckling End Metre Flange Web Clearance Notch D B T t r d A b/T d/t C N n in (mm) lb/ft kg/m mm mm mm mm mm mm cm2 mm mm mm W12-12x12 65 123 7 158 31. (305x305) 72 136 7 157 32. 79 150 8 158 34. 87 165 9 157 36. 92 174 9 158 37. 96 182 9 157 38. 106 201 10 158 40. 120 228 11 157 43. 133 252 12 158 47. 136 258 12 157 47. 152 289 13 157 51. 161 240 306 14 158 53. 170 253 323 14 157 55. 190 360 15 158 59. 210 399 17 157 63. 230 342 437 18 157 68. 252 375 478 20 157 72. 278 529 21 157 78. 279 415 528 21 157 78. 305 454 578 23 157 84. 336 500 638 25 157 90. W14-14x5 22 5 70 19. (356x127) 26 5 70 21.

8 W14-14x6 3/4 30 6 92 20. (356x171) 34 6 92 22. 38 6 92 23. 45 7 92 26. W14-14x8 43 6 108 29. (356x203) 48 6 108 30. 53 100 7 108 32. W14-14x10 61 115 7 132 32. (356x254) 68 129 7 132 33. 74 141 8 132 35. 82 122 155 8 132 37. W14-14x14 1/2 87 129 164 7 189 33. (356x368) 90 171 8 189 33. 99 188 8 189 35. 103 195 8 189 36. 109 207 9 189 37. 119 177 226 9 189 39. 120 228 9 189 39. 132 250 10 189 41. 136 257 10 189 42. 44. Continental Steel Pte Ltd UNIVERSAL BEAMS AND COLUMNS 43. y x x BEAMS AND COLUMNS . Imperial units y Designation Surface Second Radius Elastic Plastic Buckling Torsional Warping Torsional Size Mass Area Moment Of Modulus Modulus Parameter Index Constant Constant Per per Of Area Gyration Metre Metre Axis Axis Axis Axis Axis Axis Axis Axis x-x y-y x-x y-y x-x y-y x-x y-y u x H J. in (mm) lb/ft kg/m m2 cm4 cm4 cm cm cm3 cm3 cm3 cm3 dm6 cm4. W12-12x12 65 22250 7308 1445 479 1592 726 (305x305) 72 107 24830 8117 1596 531 1767 806 122.

9 79 118 27670 9060 1760 589 1958 895 161. 87 130 30810 10030 1936 651 2164 990 212. 92 137 32820 10700 2048 692 2297 1053 249. 96 143 34670 11240 2148 728 2413 1106 285. 106 158 38750 12570 2369 808 2680 1230 378. 120 179 44560 14350 2675 917 3053 1399 537. 133 198 50900 16300 2995 1037 3440 1581 734. 136 202 51790 16560 3041 1052 3501 1606 771. 152 226 59610 18910 3424 1193 3975 1823 1074. 161 240 64200 20320 3643 1276 4247 1951 1271. 170 253 68490 21540 3844 1349 4502 2064 1480. 190 283 78870 24640 4318 1529 5105 2342 2034. 210 313 89270 27660 4779 1702 5703 2613 2693. 230 342 100600 30880 5261 1886 6332 2898 3490. 252 375 113200 34470 5783 2087 7020 3211 4495. 278 414 129600 39040 6437 2339 7890 3604 5953. 279 415 129500 39010 6435 2338 7888 3602 5946. 305 454 147600 43690 7122 2599 8807 4006 7719. 336 500 169000 49420 7913 2907 9882 4487 10110. W14-14x5 22 8250 280 473 543 (356x127) 26 10170 358 576 659 W14-14x6 3/4 30 12070 811 687 775 147 (356x171) 34 14140 968 796 113 896 174 38 16040 1108 896 129 1010 199 45 19460 1362 1071 157 1211 243 W14-14x8 43 17760 1874 1024 185 1138 283 (356x203) 48 20170 2140 1151 210 1285 322 53 22480 2391 1271 234 1424 359 W14-14x10 61 26540 4451 1505 351 1668 534 (356x254) 68 101 30060 5048 1686 396 1878 604 126.

10 74 110 33120 5569 1840 435 2058 665 161. 82 122 36680 6175 2018 480 2270 734 211. W14-14x14 1/2 87 129 40250 14610 2264 793 2479 1199 153. (356x368) 90 134 41580 15080 2335 818 2565 1238 169. 99 147 46240 16730 2571 904 2838 1370 223. 103 153 48590 17550 2685 948 2965 1435 251. 109 162 51540 18600 2834 1003 3142 1519 296. 119 177 57120 20530 3103 1102 3455 1671 381. 120 179 57290 20600 3115 1106 3475 1678 390. 132 196 63720 22820 3422 1221 3838 1853 511. 136 202 66260 23690 3538 1264 3972 1920 558. Continental Steel Pte Ltd 45. UNIVERSAL BEAMS AND COLUMNS 44. B. UNIVERSAL BEAMS and COLUMNS n r N. t D d T. BEAMS AND COLUMNS . C. Imperial units b Designation Depth Width Thickness Root Depth Area Ratios For Dimensions For Detailing Size Mass Of Of Radius Between Of Local Per Section Section Flange Web Fillets Section Buckling End Metre Flange Web Clearance Notch D B T t r d A b/T d/t C N n in (mm) lb/ft kg/m mm mm mm mm mm mm cm2 mm mm mm W14-14x16 118 224 12 198 35.