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This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) B DdBb ASB (ASYMMETRIC BEAMS) DIMENSIONS AND PROPERTIES Dimensions and properties 1195 xtx Section Mass Depth Width of Thickness Root Depth Ratios for Second Surface Area Designation per of Flange Radius between Local Buckling Moment Metre Section Fillets of Area Top Bottom Web Flange Flanges Web Axis Axis Per Per x-x y-y Metre Tonne D B t Bb t T r d bt/T bb/T d/t kg/m mm mm mm mm mm mm mm cm 4 cm 4 m 2 m 2 300 ASB 249† 249 342 203 313 40.0 40.0 27.0 208 2.54 3.91 5.20 52900 13200 1.59 6.38 300 ASB 196 196 342 183 293 20.0 40.0 27.0 208 2.29 3.66 10.4 45900 10500 1.55 7.93 300 ASB 185† 185 320 195 305 32.0 29.0 27.0 208 3.36 5.26 6.50 35700 8750 1.53 8.29 300 ASB 155 155 326 179 289 16.0 32.0 27.0 208 2.80 4.52 13.0 34500 7990 1.51 9.71 300 ASB 153† 153 310 190 300 27.0 24.0 27.0 208 3.96 6.25 7.70 28400 6840 1.50 9.81 280 ASB 136† 136 288 190 300 25.0 22.0 24.0 196 4.32 6.82 7.84 22200 6260 1.46 10.7 280 ASB 124 124 296 178 288 13.0 26.0 24.0 196 3.42 5.54 15.1 23500 6410 1.46 11.8 280 ASB 105 105 288 176 286 11.0 22.0 24.0 196 4.00 6.50 17.8 19200 5300 1.44 13.7 280 ASB 100† 100 276 184 294 19.0 16.0 24.0 196 5.75 9.19 10.3 15500 4250 1.43 14.2 280 ASB 74 73.6 272 175 285 10.0 14.0 24.0 196 6.25 10.2 19.6 12200 3330 1.40 19.1 † Sections are fire engineered with thick webs. ASB sections are only available in S355.
This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) 1196 Dimensions and properties xx Elastic N.A.— Plastic N. IVS — Section Radius Elastic Neutral Axis Plastic Buckling Torsional Warping Torsional Area Designation of Gyration Modulus Position Modulus Parameter Index Constant Constant of Section Axis Axis Axis Axis Axis Elastic Plastic Axis Axis x-x y-y x-x x-x y-y x-x y-y Top Bottom ye yp u x H J A cm cm cm3 cm3 cm3 cm cm cm3 cm3 dm6 cm4 cm2 300 ASB 249† 12.9 6.40 2760 3530 843 19.2 22.6 3760 1510 0.820 6.80 2.00 2000 318 300 ASB 196 13.6 6.48 2320 3180 714 19.8 28.1 3060 1230 0.840 7.86 1.50 1180 249 300 ASB 185† 12.3 6.10 1980 2540 574 18.0 21.0 2660 1030 0.820 8.56 1.20 871 235 300 ASB 155 13.2 6.35 1830 2520 553 18.9 27.3 2360 950 0.840 9.40 1.07 620 198 300 ASB 153† 12.1 5.93 1630 2090 456 17.4 20.4 2160 817 0.820 9.97 0.895 513 195 280 ASB 136† 11.3 6.00 1370 1770 417 16.3 19.2 1810 741 0.810 10.2 0.710 379 174 280 ASB 124 12.2 6.37 1360 1900 445 17.3 25.7 1730 761 0.830 10.5 0.721 332 158 280 ASB 105 12.0 6.30 1150 1610 370 16.8 25.3 1440 633 0.830 12.1 0.574 207 133 280 ASB 100† 11.0 5.76 995 1290 289 15.6 18.4 1290 511 0.810 13.2 0.451 160 128 280 ASB 74 11.4 5.96 776 1060 234 15.7 21.3 978 403 0.830 16.7 0.338 72.0 93.7 † Sections are fire engineered with thick webs. ASB sections are only available in S355. ASB (ASYMMETRIC BEAMS) PROPERTIES (CONTINUED) VP
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