EN 1993-1-4-2006 en Eurocode 3 - Design of steel structures - Part 1-4 General rules - Supplementary rules for stainless steels (Incorporates Amendment A1 2015)《欧洲法规3 钢结构的设计 第4部分 一.pdf

1、BRITISH STANDARDBS EN 1993-1-4:2006Eurocode 3 Design of steel structures Part 1-4: General rules Supplementary rules for stainless steelsThe European Standard EN 1993-1-4:2006 has the status of a British StandardICS 91.040.01; 91.080.10g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g

2、3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58BS EN +A1:2015BS EN 1993-1-4:2006+A1:2015ISBN 978 0 580 85402 6Amendments/corrigenda issued since publicationDate Comments31 December 2015 Implementation of CEN ame

3、ndment A1:2015This British Standard was published under the authority of the Standards Policy and Strategy Committee on 30 November 2006 The British Standards Institution 2015. Published by BSI Standards Limited 2015National forewordThis British Standard is the UK implementation of EN 1993-1-4:2006+

4、A1:2015. It supersedes BS EN 1993-1-4:2006 which is withdrawn.The start and finish of text introduced or altered by amendment is indicated in the text by tags. Tags indicating changes to CEN text carry the number of the CEN amendment. For example, text altered by CEN amendment A1 is indicated by .Th

5、e UK participation in its preparation was entrusted to Technical Committee CB/203, Design 91.080.10 Supersedes ENV 1993-1-4:1996 English VersionEurocode 3 - Design of steel structures - Part 1-4: General rules- Supplementary rules for stainless steelsEurocode 3 - Calcul des structures en acier - Par

6、tie 1-4:Rgles gnrales - Rgles supplmentaires pour les aciersinoxydablesEurocode 3 - Bemessung und Konstruktion vonStahlbauten - Teil 1-4: Allgemeine Bemessungsregeln -Ergnzende Regeln zur Anwendung von nichtrostenderSthlenThis European Standard was approved by CEN on 9 January 2006.CEN members are b

7、ound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the C

8、entral 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 translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as

9、 the officialversions.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, Sloveni

10、a, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2006 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN nationa

11、l Members.Ref. No. EN 1993-1-4:2006: EEN 1993-1-4:2006+A1June 2015Supersedes EN 1993-1-4:20062BS EN 1993-1-4:2006+A1:2015EN 1993-1-4:2006+A1:2015 (E)ContentsForeword 31 General 41.1 Scope 41.2 Normative references 41.3 Assumptions 51.4 Distinction between principles and application rules 51.5 Defini

12、tions 51.6 Symbols 52 Materials 62.1 Structural stainless steels 62.2 Bolts 92.3 Welding consumables 103 Durability 104 Serviceability limit states 104.1 General 104.2 Determination of deflections 105 Ultimate limit states 135.1 General 135.2 Classification of cross-sections 135.3 Resistance of cros

13、s-sections 185.4 Buckling resistance of members 195.5 Uniform members in bending and axial compression 215.6 Shear resistance 225.7 Transverse web stiffeners 236 Connection design 236.1 General 236.2 Bolted connections 236.3 Design of welds 247 Design assisted by testing 248 Fatigue 249 Fire resista

14、nce 24Annex A normative Selection of materials and durability 25A.1 Corrosion protection of construction products Requirements 25A.2 Selection of materials 25A.3 Swimming pool environments 25A.4 Corrosion protection of connections with other metals 28A.5 Galvanizing and contact with molten zinc 29An

15、nex B informative Stainless steel in the cold worked condition 30B.1 General 30B.2 Cold working from fabrication 30Annex C informative Modelling of material behaviour 31C.1 General 31C.2 Material properties 31PagesEN 1993-1-4: 2006 (E) 3 Foreword This European Standard EN 1993-1-4, Eurocode 3: Desig

16、n of steel structures: Part 1-4 General Rules Supplementary rules for stainless steels, has been prepared by Technical Committee CEN/TC250 Structural Eurocodes , the Secretariat of which is held by BSI. CEN/TC250 is responsible for all Structural Eurocodes. This European Standard shall be given the

17、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 latest by March 2010. This Eurocode supersedes ENV 1993-1-4. According to the CEN-CENELEC Internal Regulations, the Nation

18、al Standard Organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portu

19、gal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. National Annex for EN 1993-1-4 This standard gives alternative procedures, values and recommendations with notes indicating where national choices may have to be made. The National Standard implementing EN 1993-1-4 shou

20、ld have a National Annex containing all Nationally Determined Parameters to be used for the design of steel structures to be constructed in the relevant country. National choice is allowed in EN 1993-1-4 through clauses: 2.1.4(2) 2.1.5(1) 5.1(2) 5.5(1) 5.6(2) 6.1(2) 6.2(3) EN 1993-1-4: 2006 (E) 3 Fo

21、reword This European Standard EN 1993-1-4, Eurocode 3: Design of steel structures: Part 1-4 General Rules Supplementary rules for stainless steels, has been prepared by Technical Committee CEN/TC250 Structural Eurocodes , the Secretariat of which is held by BSI. CEN/TC250 is responsible for all Stru

22、ctural Eurocodes. This European Standard shall be given 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 latest by March 2010. This Eurocode supersedes ENV 1993-1-4. A

23、ccording to the CEN-CENELEC Internal Regulations, the National Standard Organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lith

24、uania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. National Annex for EN 1993-1-4 This standard gives alternative procedures, values and recommendations with notes indicating where national choices may have to

25、be made. The National Standard implementing EN 1993-1-4 should have a National Annex containing all Nationally Determined Parameters to be used for the design of steel structures to be constructed in the relevant country. National choice is allowed in EN 1993-1-4 through clauses: 2.1.4(2) 2.1.5(1) 5

26、.1(2) 5.5(1) 5.6(2) 6.1(2) 6.2(3) 3BS EN 1993-1-4:2006+A1:2015EN 1993-1-4:2006+A1:2015 (E)Foreword7(1), A.2(8) and A.3, Table A.4Foreword to amendment A1This document (EN 1993-1-4:2006/A1:2015) has been prepared by Technical Committee CEN/TC 250 “Structural Eurocodes”, the secretariat of which is he

27、ld by BSI.This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by June 2016, and conflicting national standards shall be withdrawn at the latest by June 2016.Attention is drawn to the possibility that som

28、e of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights.According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following countries are bound to imple

29、ment this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,

30、 Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom.EN 1993-1-4: 2006 (E) 4 1 General 1.1 Scope (1) This Part 1.4 of EN 1993 gives supplementary provisions for the design of buildings and civil engineering works that extend and modify the application of EN 1993-1-1, EN 199

31、3-1-3, EN 1993-1-5 and EN 1993-1-8 to austenitic, austenitic-ferritic and ferritic stainless steels. NOTE 1: Information on the durability of stainless steels is given in Annex A. NOTE 2: The execution of stainless steel structures is covered in EN 1090. NOTE 3: Guidelines for further treatment, inc

32、luding heat treatment, are given in EN 10088. 1.2 Normative references This following normative documents contain provisions which, through reference to this text, constitute provisions of this European Standard. For dated references, subsequent amendments to or revisions of any of these publication

33、s do not apply. However, parties to agreements based on this European 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 1

34、990 Eurocode 0: Basis of structural design EN 508-3 Roofing products from metal sheet. Specification for self-supporting products of steel, aluminium or stainless steel sheet. Stainless steel; EN 1090-2 Execution of steel structures and aluminium structures Part 2: Technical requirements for steel s

35、tructures; EN 1993-1-1 Design of steel structures: General rules and rules for buildings; EN 1993-1-2 Design of steel structures: Structural fire design; EN 1993-1-3 Design of steel structures: Cold formed thin gauge members and sheeting; EN 1993-1-5 Design of steel structures: Plated structural ele

36、ments; EN 1993-1-6 Design of steel structures: Strength and stability of shell structures; EN 1993-1-8 Design of steel structures: Design of joints; EN 1993-1-9 Design of steel structures: Fatigue; EN 1993-1-10 Design of steel structures: Material toughness and through-thickness properties; EN 1993-

37、1-11 Design of steel structures: Design of structures with tension components made of steel; EN 1993-1-12 Design of steel structures: Additional rules for the extension of EN 1993 up to steel grades S 700; EN ISO 3506-1 Mechanical properties of corrosion resistant stainless steel fasteners Part 1: B

38、olts, screws and studs; EN ISO 3506-2 Mechanical properties of corrosion resistant stainless steel fasteners Part 2: Nuts EN ISO 3506-3 Mechanical properties of corrosion resistant stainless steel fasteners Part 3: Set screws and similar fasteners under tensile tests; EN ISO 7089 Plain washers - Nor

39、mal series - Product grade A; EN ISO 7090 Plain washers, chamfered - Normal series - Product grade A; EN ISO 9445 Continuously cold-rolled stainless steel narrow strip, wide strip, plate/sheet and cut lengths - Tolerances on dimensions and form EN 10029 Specification for tolerances on dimensions, sh

40、ape and mass for hot rolled steel plates 3 mm thick or above; S4BS EN 1993-1-4:2006+A1:2015EN 1993-1-4:2006+A1:2015 (E)EN 1993-1-1:2005 Design of steel structures: General rules and rules for buildings;EN 1993-1-4: 2006 (E) 5 EN 10052 Vocabulary of heat treatment terms for ferrous products; EN 10088

41、-1 Stainless steels Part 1: List of stainless steels; EN 10088-2 Stainless steels Part 2: Technical delivery conditions for sheet/plate and strip for general purposes; EN 10088-3 Stainless steels - Part 3: Technical delivery conditions for semi-finished products, bars, rods and sections for general

42、purposes; EN 10162 Cold rolled steel sections. Technical delivery conditions. Dimensional and cross-sectional tolerances; EN 10219-2 Cold formed welded structural sections of non-alloy and fine grain steels. Tolerances, dimensions and sectional properties; 1.3 Assumptions (1) In addition to the gene

43、ral assumptions of EN 1990 the following assumptions apply: - fabrication and erection complies with EN 1090-2. 1.4 Distinction between principles and application rules (1) The rules in EN 1990 clause 1.4 apply. 1.5 Definitions (1) The rules in EN 1990 clause 1.5 apply. (2) Unless otherwise stated,

44、the vocabulary of treatment terms for ferrous products used in EN 10052 applies. 1.6 Symbols In addition to those given in EN 1990, EN 1993-1-1, EN 1993-1-3, EN 1993-1-5 and 1993-1-8, the following symbols are used: fu,redreduced value of bearing strength Es,sersecant modulus of elasticity used for

45、serviceability limit state calculations Es,1secant modulus corresponding to the stress in the tension flange Es,2secant modulus corresponding to the stress in the compression flange 1,Ed,serserviceability design stressn coefficient EN 1993-1-4: 2006 (E) 5 EN 10052 Vocabulary of heat treatment terms

46、for ferrous products; EN 10088-1 Stainless steels Part 1: List of stainless steels; 10088-2 Stainless steels Part 2: Technical delivery conditions for sheet/plate and trip forgeneral purposes; 10088-3 Stainless steels - Part 3: Technical delivery conditions for semi-finished products, barrods and se

47、ctions for gene al purposes; EN 10162 Cold rolled steel sections. Technical delivery conditions. Dimensional and cross-sectional tolerances; EN 10219-2 Cold formed welded structural sections of non-alloy and fine grain steels. Tolerances, dimensions and sectional properties; 1.3 Assumptions (1) In a

48、ddition to the general assumptions of EN 1990 the following assumptions apply: - fabrication and erection complies with EN 1090-2. 1.4 Distinction between principles and application rules (1) The rules in EN 1990 clause 1.4 apply. 1.5 Definitions (1) The rules in EN 1990 clause 1.5 apply. (2) Unless

49、 otherwise stated, the vocabulary of treatment terms for ferrous products used in EN 10052 applies. 1.6 Symbols In addition to those given in EN 1990, EN 1993-1-1, EN 1993-1-3, EN 1993-1-5 and 1993-1-8, the following symbols are used: fu,redreduced value of bearing strength Es,sersecant modulus of elasticity used for serviceability limit state calculations Es,1secant modulus corresponding to the stress in the tension flange Es,2secant modulus corresponding to the stress in the compressi