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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) 398 Tension members Toy M. (1995) Tensile Structures. Academy Editions, London. Trahair N.S. (2001) The Behaviour and Design of Steel Structures to BS 5950, 3rd edn. Spon Press, London. Troitsky M.S. (1988) Cable-Stayed Bridges, 2nd edn. BSP Professional Books, London. Vandenberg M. (1988) Cable Nets. Academy Editions, London. A series of worked examples follows which are relevant to Chapter 14.
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 x 75x IOL 120 f Subject Chapter ref. TENSION MEMBERS Design code Made by ASKK Sheet no. BS 5950 Checked by BD At Worked examples 399 BS 5950: Problem 1 Part 1 Design a single angle tie for the member AB shown. Tensile force in member AB Dead load = 122 kN Imposed load = 220kN Total = 342kN Material: Use Steel Grade S355 Connections: a) Welded b) Bolted Factored load Table 2 Material Steel Grade S355, thickness £ 16 mm Table 9 Design strength py = 355 N/mm2 F = ( 1. 4 ¥ 122)+ ( 1. 6 ¥ 220) = 523 kN a) Welded connections Try 125 ¥ 75 ¥ 10 connected by long leg. Code allows angle section with eccentric loading to be treated with a reduced tension capacity as given in Clause 4.6.3. 4.6.2 14 1
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