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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) 562 Worked examples The Steel Construction Institute Silwood Park, Ascot, Berks SL5 7QN 5.9 Subject Chapter ref. ROOF TRUSS Design code Made by RT Sheet no. BS 5950: Part 1 Checked by GWO Imposed load: BS 6399 No access to roof, � snow load = 0.75 kN/m 2 nodal load = 0.75 ¥ 6 ¥ 25/12 = 9.4 kN Wind forces: 42.2 kN 18.1 kN 8j 30.2 kN 24.1 kN kN 14. Wind on dde Wind on end 19 3 L2 kN
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) The Steel Construction Institute Silwood Park, Ascot, Berks SL5 7QN Member forces (unfactored) 26 C a b c d e f G Subject Chapter ref. ROOF TRUSS Design code Made by RT Sheet no. BS 5950: Part 1 Checked by GWO Member Dead Load Imposed Load Wind on Side Wind on End kN kN kN kN A-B -78.8 -118.2 104.0 91.0 B-C -72.7 -109.1 101.7 85.2 C-D -67.0 -100.5 96.2 81.5 D-E -76.8 -115.2 110.6 87.4 E-F -76.8 -115.2 113.2 89.2 F-G -66.6 -99.9 102.0 79.1 A-a 72.5 108.8 -106.9 -97.2 a-b 72.5 108.8 -106.9 -97.2 b-c 74.3 111.5 -115.3 -94.4 c-d 74.3 111.5 -115.3 -94.4 d-e 71.9 107.9 -105.9 -82.8 e-f 71.9 107.9 -105.9 -82.8 B-a 0 0 0 0 C-b 12.7 19.1 -15.1 -11.8 D-c 0 0 0 0 E-d -6.2 -9.3 11.9 8.5 F-e 0 0 0 0 G-f 18.6 27.9 -37.4 -29.4 B-b -7.4 -11.1 6.3 9.5 b-D -12.8 -19.2 17.8 8.8 D-d 1.7 2.6 -1.9 -2.8 d-F 6.2 9.3 -14.9 -12.8 F-f -11.5 -17.3 22.4 17.8 The above forces have been calculated assuming pin joints Worked examples 563 19 4
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