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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) Corus Construction Centre www.corusconstruction.com Roof loading Subject Chapter ref. MULTI-STOREY DESIGN EXAMPLE Design code Made by PEP Sheet no. BS 5950: Part 1: 2000 Checked by TRM kN/m 2 Dead Steelwork + metal deck 0.27 Concrete (130 mm lw) 1.80 Finishes 2.00 Services below 0.30 4.37 Imposed From BS 6399-3: 1988 1.50 (inc. Amd. 1–3 1997) Plant room/B1 loading Dead Steelwork + metal deck 0.49 150 mm lw concrete slab 2.15 Suspended ceiling 0.20 (not level B1) Services 0.30 (not level B1) 3.14 (2.64 – level B1) Imposed Floor 7.50 (2.50 – B1 level) Office loading Dead Steelwork + metal deck 0.27 130 mm lw concrete slab 1.80 Suspended ceiling 0.20 (not ground) Raised floor 0.30 Services 0.30 (not ground) 2.87 (2.37 – ground) Imposed Floor 4.00 Partition allowance 1.00 Stair loading Dead As floor at level applied Imposed 4.00 Worked example 79 2 2
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) 80 Worked example Corus Construction Centre www.corusconstruction.com Area supported Total floor area = 1688 m 2 Total stair area = 158 m 2 Subject Chapter ref. MULTI-STOREY DESIGN EXAMPLE Design code Made by PEP Sheet no. BS 5950: Part 1: 2000 Checked by TRM *Area supported (m 2 ) Col. G6 Col. F6 Col. F7 Floor 19.0 46.6 19.0 Stairs 0.8 1.6 0.8 *The above areas apply to all levels. Perimeter loads Dead Roof 1.5 kN/m Plant room 18.8 kN/m General 9.6 kN/m (not ground, B1 or B2) Length External 120 + (3 ¥ 4) = 132.0 m Atrium 14.4 ¥ 4 = 57.6m Total 189.6 m Length supported by column 1 = 4.8 m (G6) 2 = 0 (F6) 3 = 4.8 m (F7) Notes: The allocation of loads to columns 1, 2 and 3 based on the above data is shown on the following sheets. Imposed load reductions in accordance with BS 6399-1: 1966 are taken for all floors but exclude the roof. 2 3
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