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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) 1278 Piling information Larssen LX20 high modulus piles x Universal beam Centres of Mass Combined Elastic UBs moment of section inertia modulus Serial size Mass mm kg/m kg/m 2 cm 4 /m cm 3 /m mm kg/m 686 ¥ 254 125 1200 208.4 243.0 200426 3945 762 ¥ 267 147 1200 230.1 261.1 267505 4918 838 ¥ 292 176 1200 259.1 285.3 363085 6273 914 ¥ 305 253 1200 336.6 349.8 558248 9453 1016 ¥ 305 222 1200 305.2 323.7 555491 8673 1016 ¥ 305 487 1200 570.2 544.5 1132123 16938
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) H-piles Size M D B t T r d A Ixx Iyy Rxx Ryy Zxx Zyy mm kg/m mm mm mm mm mm mm cm 2 cm 4 cm 4 cm cm cm 3 cm 3 356 ¥ 368 174 361.5 378.1 20.4 20.4 15.2 290.1 222.2 51134 18444 15.17 9.11 2829 975.7 152 356.4 375.5 17.9 17.9 15.2 290.1 193.6 43916 15799 15.06 9.03 2464 841.5 133 351.9 373.3 15.6 15.6 15.2 290.1 169.0 37840 13576 14.96 8.96 2150 727.4 109 346.4 370.5 12.9 12.9 15.2 290.1 138.4 30515 10900 14.85 8.87 1762 588.4 305 ¥ 305 223 338.0 325.4 30.5 30.5 15.2 246.5 284.8 52821 17571 13.62 7.85 3125 1080.0 186 328.3 320.5 25.6 25.6 15.2 246.5 237.3 42628 14109 13.40 7.71 2597 880.4 149 318.5 315.6 20.7 20.7 15.2 246.5 190.0 33042 10869 13.19 7.56 2075 688.8 126 312.4 312.5 17.7 17.7 15.2 246.5 161.3 27483 8999 13.06 7.47 1760 575.8 110 307.9 310.3 15.4 15.4 15.2 246.5 140.4 23580 7689 12.96 7.40 1532 495.6 95 303.8 308.3 13.4 13.4 15.2 246.5 121.4 20113 6530 12.87 7.33 1324 423.7 88 301.7 307.2 12.3 12.3 15.2 246.5 111.8 18404 5959 12.83 7.30 1220 388.0 79 299.2 306.0 11.1 11.1 15.2 246.5 100.4 16400 5292 12.78 7.26 1096 345.9 Piling information 1279 254 ¥ 254 85 254.3 259.7 14.3 14.3 12.7 200.2 108.1 12264 4188 10.65 6.22 964.5 322.6 71 249.9 257.5 12.2 12.2 12.7 200.2 91.1 10153 3451 10.56 6.15 812.7 268.1 63 246.9 256.0 10.6 10.6 12.7 200.2 79.7 8775 2971 10.49 6.11 710.9 232.1 203 ¥ 203 54 203.9 207.2 11.3 11.3 10.2 160.8 68.4 4987 1683 8.54 4.96 489.2 162.4 45 200.2 205.4 9.5 9.5 10.2 160.8 57.0 4079 1369 8.46 4.90 407.6 133.4 M = Mass per unit length A = Area of section D = Depth of section Ixx = Moment of inertia about X-X axis B = Width of section Iyy = Moment of inertia about Y-Y axis t = Thickness of web Rxx = Radius of gyration about X-X axis T = Thickness of flange Ryy = Radius of gyration about Y-Y axis r = Root radius Zxx = Section modulus about X-X axis d = Depth between fillets Zyy = Section modulus about Y-Y axis
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