1、BRITISH STANDARD BS EN 1993-1-3:2006Eurocode 3 Design ofsteel structures Part 1-3: General rules Supplementary rules for cold-formedmembers and sheetingICS 91.010.30; 91.080.10 g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54
2、g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58Incorporating corrigendum November 2009National forewordThis British Standard is the UK implementation of EN 1993-1-3:2006, incorporating corrigendum November 2009. It supersedes DD ENV 1993-1-3:2001 which is withdrawn. It
3、partially supersedes BS 5950-5:1998, BS 5950-6:1995 and BS 5950-9:1994.The start and finish of text introduced or altered by corrigendum is indicated in the text by tags. Text altered by CEN corrigendum November 2009 is indicated in the text by .The UK participation in its preparation was entrusted
4、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.The structural Eurocodes are divided into packages by grouping Eurocodes for
5、 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 The conflicting national standards will be withdrawn at the end of the co
6、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 coexistence period of a maximum three years. During the coexistence period Member Stat
7、es are encouraged to adapt their national provisions. Conflicting national standards will be withdrawn by March 2010 at the latest. Where a normative part of this EN allows for a choice to be made at national level, the range and possible choice will be given in the normative text, and a note will q
8、ualify 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 1993-1-3 to be used in the UK, the NDPs will be published in a National Ann
9、ex, which will be made available by BSI in due course after public consultation has taken place.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 le
10、gal obligations.BS EN 1993-1-3:2006This British Standard waspublished under the authorityof the Standards Policy andStrategy Committeeon 30 November 2006 BSI 2010Amendments/corrigenda issued since publicationDate Comments 30 April 2010 Implementation of CEN corrigendum November 2009ISBN 978 0 580 68
11、563 7EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 1993-1-3October 2006ICS 91.010.30 Supersedes ENV 1993-1-3:1996 English VersionEurocode 3 - Design of steel structures - Part 1-3: General rules- Supplementary rules for cold-formed members and sheetingEurocode 3 - Calcul des structures en acier
12、- Partie 1-3:Rgles gnrales - Rgles supplmentarires pour lesprofils et plaques parois minces forms froidEurocode 3 - Bemessung und Konstruktion vonStahlbauten - Teil 1-3: Allgemeine Regeln - ErgnzendeRegeln fr kaltgeformte dnnwandige Bauteile und BlecheThis European Standard was approved by CEN on 16
13、 January 2006.CEN members are bound 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 o
14、btained 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 translationunder the responsibility of a CEN member into its own language and notified to the Central Sec
15、retariat has the same status as 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, Port
16、ugal, Romania,Slovakia, Slovenia, 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 re
17、servedworldwide for CEN national Members.Ref. No. EN 1993-1-3:2006: EIncorporating corrigendum November 2009EN 1993-1-3: 2006 (E) 2 Content 1 Introduction 5 1.1 Scope 5 1.2 Normative references 5 1.3 Terms and definitions 6 1.4 Symbols 7 1.5 Terminology and conventions for dimensions 8 2 Basis of de
18、sign 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 analysis 22 5.4 Flange curling 22 5.5 Local and distortional buckling 23 5.
19、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 deformation 60 7.3 Deflections 60 8 Design of joints 61 8.1 General 61 8.2 Spli
20、ces 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 and sheetings 74 10.1 Beams restrained by sheeting 74 10.2 Liner trays restr
21、ained 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 A.3 Tests on cold-formed members 105 A.4 Tests on structures and portions of structures 108 A.5 Tests on torsionally
22、 restrained beams 110 A.6 Evaluation of test results 114 BS EN 1993-1-3:2006EN 1993-1-3: 2006 (E) 3 Annex B informative Durability of fasteners 119 Annex C informative Cross section constants for thin-walled cross sections 121 C.1 Open cross sections 121 C.2 Cross section constants for open cross se
23、ction 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 Informative Simplified design for purlins 127 BS EN 1993-1-3:2006EN 1993-1-3: 2006 (E) 4 Foreword
24、 This European Standard EN 1993-1-3, Eurocode 3: Design of steel structures: Part 1-3 General rules Supplementary rules for cold formed members and sheeting, has been prepared by Technical Committee CEN/TC250 Structural Eurocodes , the Secretariat of which is held by BSI. CEN/TC250 is responsible fo
25、r all Structural 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
26、1993-1-3. According 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, L
27、atvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. National annex for EN 1993-1-3 This standard gives alternative procedures, values and recommendations for classes with notes indicating where nation
28、al choices may have to be made. Therefore the National Standard implementing EN 1993-1-3 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 1993-1-3 thr
29、ough 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), 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) BS EN 1993-1-3:2006EN 1993-1-3: 2006 (E) 5 1 Introduction 1.1 Sc
30、ope (1) EN 1993-1-3 gives design requirements for cold-formed members and sheeting. It applies to cold-formed steel products made from coated or uncoated 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 be used for t
31、he 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 members and sheeting is covered in EN 1090. NOTE: The rules in this part complement the rules in other parts of EN 1993-1. (2) Met
32、hods 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 1993-1-8. (4) EN 1993-1-3 gives
33、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 not apply to design assi
34、sted 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 references The following normative
35、 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 European Standard are encouraged
36、 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 10002 Metallic materials -
37、 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 steels; EN 10025-3 Hot-ro
38、lled 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 weldable fine grain structural
39、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 10149 Hot rolled flat pr
40、oducts 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 1:1995); EN 10268 Cold-roll
41、ed flat products made of high yield strength micro-alloyed steels for cold forming - General delivery conditions; BS EN 1993-1-3:2006EN 1993-1-3: 2006 (E) 6 EN 10292 Continuously hot-dip coated strip and sheet of steels with higher yield strength for cold forming - Technical delivery conditions; EN
42、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 vanishes. Corrosion protection of steel struct
43、ures 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 Tappin
44、g screws thread; EN ISO 1479 Hexagon head tapping screws; EN ISO 2702 Heat-treated steel tapping screws - Mechanical properties; EN ISO 7049 Cross recessed pan head tapping screws; EN ISO 10684 Fasteners hot deep galvanized coatings ISO 4997 Cold reduced steel sheet of structural quality; EN 508-1 R
45、oofing products from metal sheet - Specification for self-supporting products of steel, aluminium or stainless steel sheet - Part 1: Steel; FEM 10.2.02 Federation Europeenne de la manutention, Secion X, Equipment et proceedes de stockage, FEM 10.2.02, The design of static steel pallet racking, Racki
46、ng design code, April 2001 Version 1.02. 1.3 Terms and definitions Supplementary to EN 1993-1-1, for the purposes of this Part 1-3 of EN 1993, the following terms and definitions apply: 1.3.1 basic material The flat sheet steel material out of which cold-formed sections and profiled sheets are made
47、by cold-forming. 1.3.2 basic yield strength The tensile yield strength of the basic material. 1.3.3 diaphragm action Structural behaviour involving in-plane shear in the sheeting. 1.3.4 liner tray Profiled sheet with large lipped edge stiffeners, suitable for interlocking with adjacent liner trays t
48、o form a plane of ribbed sheeting that is capable of supporting a parallel plane of profiled sheeting spanning perpendicular to the span of the liner trays. 1.3.5 partial restraint Restriction of the lateral or rotational movement, or the torsional or warping deformation, of a member or element, tha
49、t increases its buckling resistance in a similar way to a spring support, but to a lesser extent than a rigid support. BS EN 1993-1-3:2006EN 1993-1-3: 2006 (E) 7 1.3.6 relative slenderness A normalized non-dimensional slenderness ratio. 1.3.7 restraint Restriction of the lateral or rotational movement, or the torsional or warping deformation, of a member or element, that increases its buckling resistance to the same extent as a rigid support. 1.3.8 stressed-skin design A design method t
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