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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) The Steel Construction Institute Silwood Park, Ascot, Berks SL5 7QN WE 17.1 Design brief 11300 30 000 0350 Worked examples 497 Subject Chapter ref. Design code Made by TMR Sheet no. BS 5950: Part 1 Checked by BD The girder shown in Fig.WE 17.1 is fully restrained throughout its length. For the loading shown and specified in WE 17.2 design a transversely stiffened plate girder in grade S275 steel. Girder depth is unrestricted. Fig.WE 17.1 Plate girder span and loading w = wd + wi W 1 = W 1d + W 1i W2 = W2d + W2i WE 17.2 Loading Dead loads UDL wd = 20 kN/m Point loads W 1d = 200 kN W2d = 200 kN Imposed loads UDL w i = 40 kN/m WE 17.3 Load factors Dead load factor g fd = 1.4 Imposed load factor g fi = 1.6 PLATE GIRDERS Point loads W 1i = 400 kN W2i = 400 kN H 17 1 2.4.1.1 Table 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) 498 Worked examples The Steel Construction Institute Silwood Park, Ascot, Berks SL5 7QN WE 17.4 Factored loads w = wdgfd + wigfi = 20 ¥ 1.4 + 40 ¥ 1.6 = 92 kN/m W¢1 = W1dgfd + W1igfi = 200 ¥ 1.4 + 400 ¥ 1.6 = 920 kN W¢2 = W2dgfd + W2igfi = 200 ¥ 1.4 + 400 ¥ 1.6 = 920 kN 92OkNI 92QkN 92kN/m / / " 121' 3900 3900 5050 30000 AE I Shear force kN 18952 Bending moment kNm Subject Chapter ref. PLATE GIRDERS Design code Made by TMR Sheet no. BS 5950: Part 1 Checked by BD WE 17.5 Design shear forces and moments The design shear forces and moments corresponding to the factored loads are shown in Fig.WE 17.2. I I / ' I Fig.WE 17.2 Design shear forces, moments and stiffener spacing 17 2 2.4.1.1 Table 2
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