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By J.J.C. McFarland, J.C. Taylor

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Additional info for Technical Report: Comparison of National Application Documents for Eurocode 3: Part 1.1 and Eurocode 4: Part 1.1

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1) BS 5950–5 shall be used in the period that ENV 1993–1–3 is in preparation. A(1) in the NAD describes how this impairment should be compensated. The things mentioned under (1) are cancelled. 4 Dimensions, mass and tolerances IRL (1) Standards referred to in BS 5950 should be used in the absence of Annex B Reference Standard 2. (1) The values of the cross-sectional properties of all rolled steel sections, plates and structural hollow sections should not be more than 6% less than those calculated on the basis of the nominal dimensions.

The lateral deformation corresponds to the horizontal displacement of the nodes (intersection of beams and columns) in plan. 2 Classification as sway or non-sway B (1) Non-sway frames do not require second-order calculations. Firstorder analysis is therefore always authorised for the combinations of forces under which a frame may be considered as rigid. 1 Discuss me ... D Created on 30 March 2011 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement F of the frame according to a configuration of displaceable nodes) must be greater than 10 for the frame to be classified as non-sway.

4 of NEN 6770: 1991. 1 Discuss me ... 6 of DASt Ri 016 apply. (1) Impairment of the material toughness due to cold forming should be taken into account. (1) BS 5950–5 shall be used in the period that ENV 1993–1–3 is in preparation. A(1) in the NAD describes how this impairment should be compensated. The things mentioned under (1) are cancelled. 4 Dimensions, mass and tolerances IRL (1) Standards referred to in BS 5950 should be used in the absence of Annex B Reference Standard 2. (1) The values of the cross-sectional properties of all rolled steel sections, plates and structural hollow sections should not be more than 6% less than those calculated on the basis of the nominal dimensions.

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