Eurocode 3 Design of steel structures

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1 BRITISH STANDARD BS EN :2006 Incorporating corrigendum April 2009 Eurocode 3 Design of steel structures Part 1-5: Plated structural elements ICS ;

2 National foreword This British Standard is the UK implementation of EN :2006, incorporating corrigendum April The start and finish of text introduced or altered by corrigendum is indicated in the text by tags. Tags indicating changes to CEN text carry the number of the CEN corrigendum. For example, text altered by April 2009 corrigendum is indicated by ˆ. The structural Eurocodes are divided into packages by grouping Eurocodes for each of the main materials: concrete, steel, composite concrete and steel, timber, masonry and aluminium; this is to enable a common date of withdrawal (DOW) for all the relevant parts that are needed for a particular design. The conflicting national standards will be withdrawn at the end of the co-existence period, after all the EN Eurocodes of a package are available. Following publication of the EN, there is a period allowed for national calibration during which the National Annex is issued, followed by a co-existence period of a maximum three years. During the co-existence period Member States are encouraged to adapt their national provisions. At the end of this co-existence period, the conflicting parts of national standard(s) will be withdrawn. In the UK, the primary corresponding national standards are: BS 449-2:1969, Specification for the use of structural steel in building. Metric units BS :2000, Steel, concrete and composite bridges. Code of practice for design of steel bridges BS :2000, Structural use of steelwork in building. Code of practice for design. Rolled and welded sections BS EN partially supersedes BS 449-2, BS , and BS , which will be withdrawn by March The UK participation in its preparation was entrusted by Technical Committee B/525, Building and civil engineering structures, to Subcommittee B/525/31, Structural use of steel. A list of organizations represented on this subcommittee can be obtained on request to its secretary. Where a normative part of this EN allows for a choice to be made at the national level, the range and possible choice will be given in the normative text as Recommended Values, and a note will qualify it as a Nationally Determined Parameter (NDP). NDPs can be a specific value for a factor, a specific level or class, a particular method or a particular application rule if several are proposed in the EN. To enable EN to be used in the UK, the NDPs have been published in a National Annex, which has been issued separately by BSI. This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard cannot confer immunity from legal obligations. This British Standard was published under the authority of the Standards Policy and Strategy Committee on 30 November 2006 BSI 2010 Amendments/corrigenda issued since publication Date Comments 28 February 2010 Implementation of CEN corrigendum April 2009 ISBN

3 EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM EN October 2006 ICS ; Supersedes ENV :1997 Incorporating corrigendum April 2009 English Version Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements Eurocode 3 - Calcul des structures en acier - Partie 1-5: Plaques planes Eurocode 3 - Bemessung und konstruktion von Stahlbauten - Teil 1-5: Plattenbeulen This European Standard was approved by CEN on 13 January CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Central Secretariat or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG Management Centre: rue de Stassart, 36 B-1050 Brussels 2006 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN :2006: E

4 EN :2006 (E) Content 2 Page 1 Introduction Scope Normative references Terms and definitions Symbols 6 2 Basis of design and modelling General Effective width models for global analysis Plate buckling effects on uniform members Reduced stress method Non uniform members Members with corrugated webs 8 3 Shear lag in member design General Effective s width for elastic shear lag Shear lag at the ultimate limit state 12 4 Plate buckling effects due to direct stresses at the ultimate limit state General Resistance to direct stresses Effective cross section Plate elements without longitudinal stiffeners Stiffened plate elements with longitudinal stiffeners Verification 21 5 Resistance to shear Basis Design resistance Contribution from the web Contribution from flanges Verification 25 6 Resistance to transverse forces Basis Design resistance Length of stiff bearing Reduction factor χ F for effective length for resistance Effective loaded length Verification 28 7 Interaction Interaction between shear force, bending moment and axial force Interaction between transverse force, bending moment and axial force 29 8 Flange induced buckling 29 9 Stiffeners and detailing General Direct stresses Shear Transverse loads Reduced stress method 36 Annex A (informative) Calculation of critical stresses for stiffened plates 38

5 EN :2006 (E) Annex B (informative) Non uniform members 43 Annex C (informative) Finite Element Methods of Analysis (FEM) 45 Annex D (informative) Plate girders with corrugated webs 50 Annex E (normative) Alternative methods for determining effective cross sections 53 3

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