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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) 778 Worked examples Bearing capacity connected plate (fin plate) Subject Chapter ref. No. 2 FIN PLATE CONNECTION Design code Made by DBM Sheet no. BS 5950 Checked by BD The bearing capacity of the connected plate is given by the following expressions: Pbs = kbsdtppbs but Pbs £ 0.5kbsetppbs For the fin plate 26 3 6.3.3.3 kbs = 1.0 6.3.3.3 d = 20 mm tp = 10 mm e = 40 mm (conservative edge distance) pbs = 460 N/mm 2 Table 32 1. 0 ¥ 20 ¥ 10 ¥ 460 Pbs = kN 1000 = 92 kN but 0. 5 ¥ 1. 0 ¥ 40 ¥ 10 ¥ 460 Pbs £ kN 1000 = 92 kN Therefore P bs = 92 kN Bearing capacity connected part (beam web) The bearing capacity of the connected part is given by the following expression: Pbs = kbsdtppbs but Pbs £ 0.5kbsetppbs 6.3.3.3
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) For the beam web Worked examples 779 Subject Chapter ref. No. 2 FIN PLATE CONNECTION Design code Made by DBM Sheet no. BS 5950 Checked by BD kbs = 1.0 d = 20 mm 6.3.3.3 tp = 7.6 mm e = 40 mm (conservative edge distance) pbs = 460 N/mm 2 Table 32 1. 0 ¥ 20 ¥ 7. 6 ¥ 460 \ Pbs = kN 1000 = 69. 9 kN \ P = 69. 9 kN bs The bearing capacity of the beam web is smaller than the bearing capacity of the fin plate. 69.9 kN > 44 kN Therefore the bearing capacity of the bolt group is adequate. 26 4
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