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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) 386 Tension members 1 (a) tie hanger braced suspended (b) (c) \_ties main cables (d) deck suspenders Fig. 14.2 Tension members in buildings and bridges. (a) Single-storey building – roof and truss bracing. (b) Multi-storey building. (c) Bridge truss. (d) Suspension bridge
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) t'l EE 1 2000 1756 1583 1500 1000 377 336 strain Fig. 14.3 Stress–strain curves for structural steels and wire rope Design for axial tension 387 gross area is suitably greater than the ratio of the yield strength to the ultimate strength. Ke = 1.2 for grade S275 Ke = 1.1 for grade S355 Ke = 1.0 for grade S460 For other steels Ke = (Us/1.2)/py, where Us is the specified minimum ultimate tensile strength and py is the design strength. 14.3.2 BS 5400: Part 3 The member should be such that the design ultimate axial load does not exceed the tensile resistance PD, given by (using BS 5400 notation): yAe PD = s g g m f3
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