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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) 774 Worked examples Subject Chapter ref. No. 1 COLUMN SPLICE Design code Made by DBM Sheet no. BS 5950 Checked by BD Check 5 – Bearing capacity of flange cover plate connected to column flange The basic check is that the bearing capacity of the flange cover plates ( SPbs) must be greater than the applied tensile force (Ft). Top bolts SPbs ≥ Ft The bearing capacity of the top bolts is given by the following expressions: Pbs = kbs d tp pbs but Pbs £ 0.5 kbs e tp pbs 26 6 6.3.3.5 where kbs = 1.0 6.3.3.5 d = 24 mm tp = 10 mm pbs = 460 N/mm 2 Table 32 460 Pbs = 1. 0 ¥ 24 ¥ 10 ¥ kN 1000 = 110. 4 kN but 460 Pbs £ 05 . ¥ 10 . ¥ 50¥ 10¥ kN 1000 = 115 kN P bs = 110.4 kN Intermediate bolts The bearing capacity of the intermediate bolts is given by the following expression: Pbs = kbs d tp pbs 6.3.3.5 kbs = 1.0 6.3.3.5
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) Worked examples 775 Subject Chapter ref. No. 1 COLUMN SPLICE Design code Made by DBM Sheet no. BS 5950 Checked by BD d = 24 mm Table 32 t p p bs = 10 mm = 460 N/mm 2 460 Pbs = 1. 0 ¥ 24 ¥ 10 ¥ kN 1000 = 110. 4 kN Bearing capacity SPbs = 2 ¥ 110.4 + 4 ¥ 110.4 kN = 662.4 kN 662.4 kN > 33.33 kN Therefore the bearing capacity is adequate. 26 7
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