Properties - Asymmetric Beams
Welcome to our Asymmetric Beam properties page! Here you'll find properties for all UK Asymmetric Beam steel sections described by the Steelwork Design Guide to BS5950-1:2000, Volume 1, Section Properties, Member Capacities, 7th Edition (also known as The Blue Book). Sort the table below according to any property and select a CAD file to download using the reference links in the left-most column.
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Section Reference | Radius of Gyration | Elastic Modulus | Neutral Axis Position | Plastic Modulus | Buckling Parameter | Torsional Index | Warping Constant | Torsional Constant | Area of Section | |||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Axis x-x | Axis y-y | Axis x-x | Axis x-x | Axis y-y | Elastic | Plastic | Axis x-x | Axis y-y | ||||||
cm | cm | Top cm3 | Bottom cm3 | cm3 | Ye cm | Yp cm | cm3 | cm3 | u | x | H dm6 | J cm4 | A cm2 | |
300ASB249 | 12.9 | 6.4 | 2760 | 3530 | 843 | 19.2 | 22.6 | 3760 | 1510 | 0.82 | 6.8 | 2 | 2000 | 318 |
300ASB196 | 13.6 | 6.48 | 2320 | 3180 | 714 | 19.8 | 28.1 | 3060 | 1230 | 0.84 | 7.86 | 1.5 | 1180 | 249 |
300ASB185 | 12.3 | 6.1 | 1980 | 2540 | 574 | 18 | 21 | 2660 | 1030 | 0.82 | 8.56 | 1.2 | 871 | 235 |
300ASB155 | 13.2 | 6.35 | 1830 | 2520 | 553 | 18.9 | 27.3 | 2360 | 950 | 0.84 | 9.4 | 1.07 | 620 | 198 |
300ASB153 | 12.1 | 5.93 | 1630 | 2090 | 456 | 17.4 | 20.4 | 2160 | 817 | 0.82 | 9.97 | 0.895 | 513 | 195 |
280ASB136 | 11.3 | 6 | 1370 | 1770 | 417 | 16.3 | 19.2 | 1810 | 741 | 0.81 | 10.2 | 0.71 | 379 | 174 |
280ASB124 | 12.2 | 6.37 | 1360 | 1900 | 445 | 17.3 | 25.7 | 1730 | 761 | 0.83 | 10.5 | 0.721 | 332 | 158 |
280ASB105 | 12 | 6.3 | 1150 | 1610 | 370 | 16.8 | 25.3 | 1440 | 633 | 0.83 | 12.1 | 0.574 | 207 | 133 |
280ASB100 | 11 | 5.76 | 995 | 1290 | 289 | 15.6 | 18.4 | 1290 | 511 | 0.81 | 13.2 | 0.451 | 160 | 128 |
280ASB74 | 11.4 | 5.96 | 776 | 1060 | 234 | 15.7 | 21.3 | 978 | 403 | 0.83 | 16.7 | 0.338 | 72 | 93.7 |