DIN EN 1993-1-3-2010 Eurocode 3 Design of steel structures - Part 1-3 General rules - Supplementary rules for cold-formed members and sheeting German version EN 1993-1-3 2006 + AC .pdf

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1、December 2010 English price group 34No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 91.010.30; 91.080.10!$lle“17373

2、66www.din.deDDIN EN 1993-1-3Eurocode 3: Design of steel structures Part 1-3: General rules Supplementary rules for cold-formed members and sheeting(includes Corrigendum AC:2009)English translation of DIN EN 1993-1-3:2010-12Eurocode 3: Bemessung und Konstruktion von Stahlbauten Teil 1-3: Allgemeine R

3、egeln Ergnzende Regeln fr kaltgeformte Bauteile und Bleche(enthlt Berichtigung AC:2009)Englische bersetzung von DIN EN 1993-1-3:2010-12Eurocode 3: Calcul des structures en acier Partie 1-3: Rgles gnrales Rgles supplmentaires pour les profils et plaques forms froid(Corrigendum AC:2009 inclus)Traducti

4、on anglaise de DIN EN 1993-1-3:2010-12Supersedes DIN EN 1993-1-3:2007-02;together with DIN EN 1993-1-1:2010-12, DIN EN 1993-1-1/NA:2010-12, DIN EN 1993-1-3/NA:2010-12,DIN EN 1993-1-5:2010-12, DIN EN 1993-1-5/NA:2010-12, DIN EN 1993-1-8:2010-12,DIN EN 1993-1-8/NA:2010-12, DIN EN 1993-1-9:2010-12, DIN

5、 EN 1993-1-9/NA:2010-12,DIN EN 1993-1-10:2010-12, DIN EN 1993-1-10/NA:2010-12, DIN EN 1993-1-11:2010-12 andDIN EN 1993-1-11/NA:2010-12 supersedes DIN 18800-1:2008-11;together with DIN EN 1993-1-1:2010-12, DIN EN 1993-1-1/NA:2010-12, DIN EN 1993-1-3/NA:2010-12,DIN EN 1993-1-5:2010-12 and DIN EN 1993-

6、1-5/NA:2010-12 supersedes DIN 18800-2:2008-11;together with DIN EN 1993-1-3/NA:2010-12, DIN EN 1993-1-5:2010-12 and DIN EN 1993-1-5/NA:2010-12supersedes DIN 18800-3:2008-11;supersedes DIN EN 1993-1-3 Corrigendum 1:2009-11;partially supersedes DIN 18807-1:1987-06, DIN 18807-1/A1:2001-05, DIN 18807-2:

7、1987-06 andDIN 18807-2/A1:2001-05Supersedes: see belowwww.beuth.deDocument comprises 134 pagesTranslation by DIN-Sprachendienst.In case of doubt, the German-language original shall be considered authoritative.03.11 DIN EN 1993-1-3:2010-12 2 A comma is used as the decimal marker. National foreword Th

8、is standard has been prepared by Technical Committee CEN/TC 250 “Structural Eurocodes” (Secretariat: BSI, United Kingdom). The responsible German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Working Committee NA 005-08-16 AA

9、Tragwerksbemessung (Sp CEN/TC 250/SC 3). EN 1993-1-3 was approved by CEN on 16 January 2006. This European Standard is part of a series of standards dealing with structural design (Eurocodes) which are intended to be used as a “package”. In Guidance Paper L on the application and use of Eurocodes, i

10、ssued by the EU Commission, reference is made to transitional periods for the introduction of the Eurocodes in the Member states. The transitional periods are given in the Foreword of this standard. In Germany, this standard is to be applied in conjunction with the National Annex. Attention is drawn

11、 to the possibility that some of the elements of this document may be the subject of patent rights. DIN and/or DKE shall not be held responsible for identifying any or all such patent rights. The start and finish of text introduced or altered by amendment is indicated in the text by tags . Amendment

12、s This standard differs from DIN V ENV 1993-1-3:2002-05 as follows: a) the comments received from the national member bodies of CEN have been taken into account and the standard has been completely revised; b) the prestandard status has been changed to that of a full standard. Compared with DIN EN 1

13、993-1-3:2007-02, DIN EN 1993-1-3 Corrigendum 1:2009-11, DIN 18800-1:2008-11, DIN 18800-2:2008-11, DIN 18800-3:2008-11, DIN 18807-1:1987-06, DIN 18807-1/A1:2001-05, DIN 18807-2:1987-06 and DIN 18807-2/A1:2001-05, the following corrections have been made: a) the standard has been based on European des

14、ign rules; b) superseding notes have been corrected; c) this standard is the consolidated version of the previous 2006 edition with Corrigendum AC:2009; d) the title of the standard has been corrected; e) the standard has been editorially revised. DIN EN 1993-1-3:2010-12 Previous editions DIN 1050:

15、1934-08, 1937-07, 1946-10, 1957-12, 1968-06 DIN 1073: 1928-04, 1931-09, 1941-01, 1974-07 DIN 4100: 1931-05, 1933-07, 1934-08, 1956-12, 1968-12 DIN 4101: 1937-07, 1974-07 DIN 4114-1: 1952-07 DIN 4114-2: 1953-02 DIN 18800-1: 1981-03, 2008-11 DIN 18800-1/A1: 1996-02 DIN 18800-2: 1990-11, 2008-11 DIN 18

16、800-2/A1: 1996-02 DIN 18800-3: 1990-11, 2008-11 DIN 18800-3/A1: 1996-02 DIN 18807-1: 1987-06 DIN 18807-1/A1: 2001-05 DIN 18807-2: 1987-06 DIN 18807-2/A1: 2001-05 DIN V ENV 1993-1-3: 2002-05 DIN EN 1993-1-3: 2007-02 DIN EN 1993-1-3 Corrigendum 1: 2009-11 3DIN EN 1993-1-3:2010-12 4 This page is intent

17、ionally blank EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1993-1-3 October 2006 + AC May 2009 English version Eurocode 3: Design of steel structures Part 1-3: General rules Supplementary rules for cold-formed members and sheeting Eurocode 3: Calcul des structures en acier Partie 1-3: Rgles

18、gnrales Rgles supplmentaires pour les profils et plaques forms froid Eurocode 3: Bemessung und Konstruktion von Stahlbauten Teil 1-3: Allgemeine Regeln Ergnzende Regeln fr kaltgeformte Bauteile und Bleche EN 1993-1-3:2006 was approved by CEN on 2006-01-16 and Amendment AC:2009 on 2009-05-13. CEN mem

19、bers 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 applicat

20、ion to the Management Centre or to any CEN member. The European Standards exist 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 Management Centre has the same

21、status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Port

22、ugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNG 2009 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No.

23、 EN 1993-1-3:2006 + AC:2009 EManagement Centre: Avenue Marnix 17, B-1000 Brussels ICS 91.010.30; 91.080.10 Supersedes ENV 1993-1-3:1996DIN EN 1993-1-3:2010-12 EN 1993-1-3:2006 + AC:2009 (E) 2 Content Page Foreword 4 1 Introduction 5 1.1 Scope 5 1.2 Normative references 5 1.3 Terms and definitions 6

24、1.4 Symbols 7 1.5 Terminology and conventions for dimensions 7 2 Basis of design 11 3 Materials 12 3.1 General 12 3.2 Structural steel 15 3.3 Connecting devices 17 4 Durability 17 5 Structural analysis 18 5.1 Influence of rounded corners 18 5.2 Geometrical proportions 20 5.3 Structural modelling for

25、 analysis 22 5.4 Flange curling 22 5.5 Local and distortional buckling 23 5.6 Plate buckling between fasteners 41 6 Ultimate limit states 41 6.1 Resistance of cross-sections 41 6.2 Buckling resistance 56 6.3 Bending and axial tension 60 7 Serviceability limit states 60 7.1 General 60 7.2 Plastic def

26、ormation 60 7.3 Deflections 60 8 Design of joints 61 8.1 General 61 8.2 Splices and end connections of members subject to compression 61 8.3 Connections with mechanical fasteners 61 8.4 Spot welds 68 8.5 Lap welds 69 9 Design assisted by testing 73 10 Special considerations for purlins, liner trays

27、and sheetings 74 10.1 Beams restrained by sheeting 74 10.2 Liner trays restrained by sheeting 92 10.3 Stressed skin design 95 10.4 Perforated sheeting 99 Annex A normative Testing procedures 100 A.1 General 100 A.2 Tests on profiled sheets and liner trays 100 sDIN EN 1993-1-3:2010-12 EN 1993-1-3:200

28、6 + AC:2009 (E) 3 A.3 Tests on cold-formed members 105 A.4 Tests on structures and portions of structures 108 A.5 Tests on torsionally restrained beams 110 A.6 Evaluation of test results 114 Annex B informative Durability of fasteners 119 Annex C informative Cross section constants for thin-walled c

29、ross sections 121 C.1 Open cross sections 121 C.2 Cross section constants for open cross section with branches 123 C.3 Torsion constant and shear centre of cross section with closed part 124 Annex D informative Mixed effective width/effective thickness method for outstand elements 125 Annex E inform

30、ative Simplified design for purlins 127 DIN EN 1993-1-3:2010-12 EN 1993-1-3:2006 + AC:2009 (E) 4 Foreword This document (EN 1993-1-3:2006 + AC:2009) has been prepared by Technical Committee CEN/TC 250 “Structural Eurocodes”, the secretariat of which is held by BSI. This European Standard shall be gi

31、ven the status of a national standard, either by publication of an identical text or by endorsement, at the latest by April 2007, and conflicting national standards shall be withdrawn at the latest by March 2010. This document supersedes ENV 1993-1-3:1996. According to the CEN-CENELEC Internal Regul

32、ations, the National Standard Organisations of the following 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

33、United Kingdom. National annex for EN 1993-1-3 This standard gives alternative procedures, values and recommendations for classes with notes indicating where national choices may have to be made. Therefore the National Standard implementing EN 1993-1-3 should have a National Annex containing all Nat

34、ionally Determined Parameters to be used for the design of steel structures to be constructed in the relevant country. National choice is allowed in EN 1993-1-3 through clauses: 2(3)P 2(5) 3.1(3) Note 1 and Note 2 3.2.4(1) 5.3(4) 8.3(5) 8.3(13), Table 8.1 8.3(13), Table 8.2 8.3(13), Table 8.3 8.3(13

35、), Table 8.4 8.4(5) 8.5.1(4) 9(2) 10.1.1(1) 10.1.4.2(1) A.1(1), NOTE 2 A.1(1), NOTE 3 A.6.4(4) E(1) countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech DIN EN 1993-1-3:2010-12 EN 1993-1-3:2006 + AC:2009 (E) 5 1 Introduction 1.1 Scope (1) EN 199

36、3-1-3 gives design requirements for cold-formed Deleted text members and sheeting. It applies to cold-formed steel products made from coated or uncoated Deleted text hot or cold rolled sheet or strip, that have been cold-formed by such processes as cold-rolled forming or press-braking. It may also b

37、e used for the design of profiled steel sheeting for composite steel and concrete slabs at the construction stage, see EN 1994. The execution of steel structures made of cold-formed Deleted text members and sheeting is covered in EN 1090. NOTE: The rules in this part complement the rules in other pa

38、rts of EN 1993-1. (2) Methods are also given for stressed-skin design using steel sheeting as a structural diaphragm. (3) This part does not apply to cold-formed circular and rectangular structural hollow sections supplied to EN 10219, for which reference should be made to EN 1993-1-1 and EN 1993-1-

39、8. (4) EN 1993-1-3 gives methods for design by calculation and for design assisted by testing. The methods for design by calculation apply only within stated ranges of material properties and geometrical proportions for which sufficient experience and test evidence is available. These limitations do

40、 not apply to design assisted by testing. (5) EN 1993-1-3 does not cover load arrangement for testing for loads during execution and maintenance. (6) The calculation rules given in this standard are only valid if the tolerances of the cold formed members comply with EN 1090-2 1.2 Normative reference

41、s The following normative documents contain provisions which, through reference in this text, constitute provisions of this European Standard. For dated references, subsequent amendments to, or revisions of, any of these publications do not apply. However, parties to agreements based on this Europea

42、n Standard are encouraged to investigate the possibility of applying the most recent editions of the normative documents indicated below. For undated references, the latest edition of the normative document referred to applies. EN 1993 Eurocode 3 Design of steel structures Part 1-1 to part 1-12 EN 1

43、0002 Metallic materials - Tensile testing: Part 1: Method of test (at ambient temperature); EN 10025-1 Hot-rolled products of structural steels - Part 1: General delivery conditions; EN 10025-2 Hot-rolled products of structural steels - Part 2: Technical delivery conditions for non-alloy structural

44、steels; EN 10025-3 Hot-rolled products of structural steels - Part 3: Technical delivery conditions for normalized / normalized rolled weldable fine grain structural steels; EN 10025-4 Hot-rolled products of structural steels - Part 4: Technical delivery conditions for thermomechanical rolled weldab

45、le fine grain structural steels; EN 10025-5 Hot-rolled products of structural steels - Part 5: Technical delivery conditions for structural steels with improved atmospheric corrosion resistance; EN 10143 Continuously hot-dip metal coated steel sheet and strip - Tolerances on dimensions and shape; EN

46、 10149 Hot rolled flat products made of high yield strength steels for cold-forming: Part 2: Delivery conditions for normalized/normalized rolled steels; Part 3: Delivery conditions for thermomechanical rolled steels; EN 10204 Metallic products. Types of inspection documents (includes amendment A 1:

47、1995); EN 10268 Cold-rolled flat products made of high yield strength micro-alloyed steels for cold forming - General delivery conditions; DIN EN 1993-1-3:2010-12 EN 1993-1-3:2006 + AC:2009 (E) 6 EN 10292 Continuously hot-dip coated strip and sheet of steels with higher yield strength for cold formi

48、ng - Technical delivery conditions; EN 10326 Continuously hot-dip coated strip and sheet of structural steels - Technical delivery conditions; EN 10327 Continuously hot-dip coated strip and sheet of low carbon steels for cold forming - Technical delivery conditions; EN-ISO 12944-2 Paints and vanishe

49、s. Corrosion protection of steel structures by protective paint systems. Part 2: Classification of environments (ISO 12944-2:1998); EN 1090-2 Execution of steel structures and aluminium structures Part 2: Technical requirements for steel structures: EN 1994 Eurocode 4: Design of composite steel and concrete structures; EN ISO 1478 Tapping screws thread; EN ISO 1479 Hexagon head tapping screws; EN ISO 2702 Heat-treated steel tapping screws - Mechanical properties; EN