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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) 806 Worked examples 0. 5 ¥ 1. 0 ¥ 37. 5 ¥ 8 ¥ 460 Ps £ kN 3 10 = 69 kN \ the bearing capacity of the top bolts is 69 kN Intermediate bolts Subject Chapter ref. No. 3 WEB CLEAT CONNECTION Design code Made by DBM Sheet no. BS 5950 Checked by BD The shear capacity of the intermediate bolts is given by the following expression: Ps = p sAs 375 ¥ 245 Ps= kN 3 10 = 91. 9 kN Capacity of bolt group The capacity of the bolt group is given by: Â Ps = 2 ¥ 69 + 6 ¥ 91. 9 kN = 689. 4 kN 689.4 kN > 185 kN \ The shear capacity of the bolt group is adequate. 26 12 6.3.2.1
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 807 Subject Chapter ref. No. 3 WEB CLEAT CONNECTION Design code Made by DBM Sheet no. BS 5950 Checked by BD Check 6 – Shear and bearing capacity of cleats connected to column Shear The basic check is that the shear capacity of the leg of the angle cleat (Pv) must be greater than half the reaction at the end of the beam (Fv/2) P v Fv ≥ 2 For shear the following three checks should be considered: • shear capacity of the gross section • shear capacity of the net section • block shear Shear capacity of the gross section The shear capacity of the gross section is given by the following expression: Pv = 0.6pyAv where py is the design strength of the angle Av is the shear area of the angle For an 8 mm angle py = 275 N/mm 2 26 13 4.2.3 Av = 0.9A Table 9 where A is the gross area for a 90 ¥ 90 ¥ 8mm angle 300 mm long 4.2.3 A = 300 ¥ 8mm 2 = 2400 mm 2 \ Av = 2160 mm 2 0. 6 ¥ 275 ¥ 2160 \ Pv= kN 3 10 = 356. 4 kN 356.4 kN > 92.5 kN \ The shear capacity of the gross section is adequate.
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