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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) 1068 The Eurocodes In addition, the UK authorities carried out extensive comparisons with current UK design practice in connection with the National Application Documents at the ENV stage. These studies have shown that the rules provide a suitable uniform level of reliability. As far as design resistances are concerned, although there are naturally some variations, on average the EC3 and EC4 design resistances are comparable with those of the relevant BSs and the other design procedures identified as representing current UK practice for forms of structure not yet covered by a BS. At the ENV stage, the partial factors gF to be applied to loads (‘actions’) were established and each country was invited to fix its own values for gM. For the EN stage, both the gF and the gM factors are to be determined on a national basis. At some point a decision will have to be made about which level of reliability all the structural Eurocodes will be required to achieve in the UK. The relative economy of each Eurocode compared with current UK practice will depend upon this decision. 36.6 Conclusions The scopes of Eurocode 3 and 4 are very wide in terms of types of structure, forms of construction, methods of design and materials. Much of their content has not been covered previously, particularly in Eurocode 3. In relation to common types of building using rolled steel sections, the differences in results are only minor, though the design procedures are sometimes more tedious. The real differences compared with existing British Standards lie in the new methods. For buildings, detailed methods for semi-rigid joints are given. For cold-formed steelwork, more advanced methods of design are included. Rules for stainless steels appear for the first time in a standard. The rules for shells and for the design of piles, sheet piling and silos are all new. By presenting all the rules for as wide a variety of steel and composite designs as possible in a consistent format, the specialist designer will be given a greater versatility than ever before.
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) Elastic properties of steel 1071 Elastic properties of steel Modulus of elasticity (Young’s modulus) E = 205 kN/mm 2 Poisson’s ratio � = 0.30 Coefficient of linear thermal expansion a = 12 ¥ 10 -6 per °C
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