1、BRITISH STANDARDBS EN 1993-6:2007Eurocode 3 Design of steel structures Part 6: Crane supporting structuresICS 53.020.20; 91.010.30; 91.080.10g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g6
2、0g3g38g50g51g60g53g44g42g43g55g3g47g36g58IncorporatingcorrigendumJuly 2009National forewordThis British Standard is the UK implementation of EN 1993-6:2007, incorporating corrigendum July 2009.The start and finish of text introduced or altered by corrigendum is indicated in the text by tags. Tags al
3、tered by CENELEC corrigendum July 2009 is indicated in the text by .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 (DO
4、W) 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 The conflicting national standards will be withdrawn at the end of the co-existence period, after all the EN Eurocodes of a package are available.Following publication of the EN, there is a period allowed for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
5、 during which the National Annex is issued, followed by a further co-existence period of a maximum three years. During the co-existence period Member States will be encouraged to adapt their national provisions. At the end of this co-existence period, the conflicting parts of national standard(s) wi
6、ll be withdrawn.In the UK, the following corresponding national standards are partially superseded by BS EN 1993-6:BS 449-2:1969, Specification for the use of structural steel in building Metric unitsBS 2853:1957, Specification for the design and testing of steel overhead runway beamsBS 5950-1:2000,
7、 Structural use of steelwork in building Code of practice for design Rolled and welded sectionsand based on this transition period, these standards will be withdrawn at the latest by March 2010.The UK participation in its preparation was entrusted by Technical Committee B/525, Building and civil eng
8、ineering structures, to Subcommittee B/525/32, Towers and Masts.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
9、the normative text, 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 1993-6 to be used in the UK, the NDPs w
10、ill be published in a National Annex, 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 Stan
11、dard cannot confer immunity from legal obligations.BS EN 1993-6:2007This British Standard waspublished under the authorityof the Standards Policy andStrategy Committeeon 31 July 2007 BSI 2010Amendments/corrigenda issued since publicationDate Comments 30 April 2010 Implementation of CEN corrigendum J
12、uly 2009ISBN 978 0 580 66785 5EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 1993-6April 2007ICS 53.020.20; 91.010.30; 91.080.10 Supersedes ENV 1993-6:1999Incorporating corrigendum July 2009English VersionEurocode 3 - Design of steel structures - Part 6: Cranesupporting structuresEurocode 3 - Cal
13、cul des structures en acier - Partie 6:Chemins de roulementEurocode 3 - Bemessung und Konstruktion vonStahlbauten - Teil 6: KranbahnenThis European Standard was approved by CEN on 12 June 2006.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions fo
14、r 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 CEN Management Centre or to any CEN member.This European Standard exists in three official
15、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 CEN Management Centre has the same status as theofficial versions.CEN members are the national standards bodies of Austria, Belgiu
16、m, Bulgaria, 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 STAN
17、DARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2007 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1993-6:2007: E2 Contents page Foreword. 4 1 General. 7
18、 1.1 Scope. 7 1.2 Normative references 7 1.3 Assumptions 8 1.4 Distinction between principles and application rules 8 1.5 Terms and definitions 8 1.6 Symbols. 8 2 Basis of design. 9 2.1 Requirements 9 2.1.1 Basic requirements . 9 2.1.2 Reliability management 9 2.1.3 Design working life, durability a
19、nd robustness 9 2.2 Principles of limit state design 9 2.3 Basic variables 9 2.3.1 Actions and environmental influences 9 2.3.2 Material and product properties 9 2.4 Verification by the partial factor method 9 2.5 Design assisted by testing . 10 2.6 Clearances to overhead travelling cranes 10 2.7 Un
20、derslung cranes and hoist blocks 10 2.8 Crane tests. 10 3 Materials 11 3.1 General 11 3.2 Structural steels . 11 3.2.1 Material properties 11 3.2.2 Ductility requirements 11 3.2.3 Fracture toughness 11 3.2.4 Through thickness properties 11 3.2.5 Tolerances 11 3.2.6 Design values of material coeffici
21、ents 11 3.3 Stainless steels. 11 3.4 Fasteners and welds. 11 3.5 Bearings 11 3.6 Other products for crane supporting structures . 12 3.6.1 General . 12 3.6.2 Rail steels . 12 3.6.3 Special connecting devices for rails . 12 4 Durability. 12 5 Structural analysis 13 5.1 Structural modelling for analys
22、is 13 5.1.1 Structural modelling and basic assumptions. 13 5.1.2 Joint modelling . 13 5.1.3 Ground structure interaction. 13 5.2 Global analysis 13 5.2.1 Effects of deformed geometry of the structure . 13 5.2.2 Structural stability of frames 13 5.3 Imperfections 13 5.3.1 Basis . 13 5.3.2 Imperfectio
23、ns for global analysis of frames . 13 5.3.3 Imperfections for analysis of bracing systems 13 5.3.4 Member imperfections 13 5.4 Methods of analysis. 13 5.4.1 General . 13 5.4.2 Elastic global analysis 13 5.4.3 Plastic global analysis. 13 5.5 Classification of cross-sections . 14 5.6 Runway beams 14 B
24、S EN 1993-6:2007EN 1993-6:2007 (E)3 5.6.1 Effects of crane loads . 14 5.6.2 Structural system 14 5.7 Local stresses in the web due to wheel loads on the top flange 15 5.7.1 Local vertical compressive stresses 15 5.7.2 Local shear stresses 17 5.7.3 Local bending stresses in the web due to eccentricit
25、y of wheel loads 17 5.8 Local bending stresses in the bottom flange due to wheel loads. 18 5.9 Secondary moments in triangulated components 20 6 Ultimate limit states. 22 6.1 General 22 6.2 Resistance of cross-section . 22 6.3 Buckling resistance of members . 22 6.3.1 General . 22 6.3.2 Lateral-tors
26、ional buckling. 23 6.4 Built up compression members. 23 6.5 Resistance of the web to wheel loads 23 6.5.1 General . 23 6.5.2 Length of stiff bearing 24 6.6 Buckling of plates . 24 6.7 Resistance of bottom flanges to wheel loads. 24 7 Serviceability limit states. 27 7.1 General 27 7.2 Calculation mod
27、els 27 7.3 Limits for deformations and displacements 27 7.4 Limitation of web breathing 29 7.5 Reversible behaviour. 30 7.6 Vibration of the bottom flange 30 8 Fasteners, welds, surge connectors and rails 31 8.1 Connections using bolts, rivets or pins 31 8.2 Welded connections 31 8.3 Surge connector
28、s . 31 8.4 Crane rails . 32 8.4.1 Rail material . 32 8.4.2 Design working life 32 8.4.3 Rail selection 32 8.5 Rail fixings 33 8.5.1 General . 33 8.5.2 Rigid fixings . 33 8.5.3 Independent fixings 33 8.6 Rail joints 33 9 Fatigue assessment. 34 9.1 Requirement for fatigue assessment 34 9.2 Partial fac
29、tors for fatigue. 34 9.3 Fatigue stress spectra. 34 9.3.1 General . 34 9.3.2 Simplified approach 34 9.3.3 Local stresses due to wheel loads on the top flange . 35 9.3.4 Local stresses due to underslung trolleys . 35 9.4 Fatigue assessment 35 9.4.1 General . 35 9.4.2 Multiple crane actions 35 9.5 Fat
30、igue strength. 36 Annex A informative Alternative assessment method for lateral-torsional buckling 37 BS EN 1993-6:2007EN 1993-6:2007 (E)4 Foreword This European Standard EN 1993-6, “Eurocode 3: Design of steel structures: Part 6 Crane supporting srtuctures”, has been prepared by Technical Committee
31、 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 status of a National Standard, either by publication of an identical text or by endorsement, at the latest by October 2007, and
32、conflicting National Standards shall be withdrawn at latest by March 2010. This Eurocode supersedes ENV 1993-6. According to the CEN-CENELEC Internal Regulations, the National Standard Organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria,
33、 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 Background of the Eurocode programme
34、In 1975, the Commission of the European Community decided on an action programme in the field of construction, based on article 95 of the Treaty. The objective of the programme was the elimination of technical obstacles to trade and the harmonisation of technical specifications. Within this action p
35、rogramme, the Commission took the initiative to establish a set of harmonised technical rules for the design of construction works which, in a first stage, would serve as an alternative to the national rules in force in the Member States and, ultimately, would replace them. For fifteen years, the Co
36、mmission, with the help of a Steering Committee with Representatives of Member States, conducted the development of the Eurocodes programme, which led to the first generation of European codes in the 1980s. In 1989, the Commission and the Member States of the EU and EFTA decided, on the basis of an
37、agreement1 between the Commission and CEN, to transfer the preparation and the publication of the Eurocodes to the CEN through a series of Mandates, in order to provide them with a future status of European Standard (EN). This links de facto the Eurocodes with the provisions of all the Councils Dire
38、ctives and/or Commissions Decisions dealing with European standards (e.g. the Council Directive 89/106/EEC on construction products CPD and Council Directives 93/37/EEC, 92/50/EEC and 89/440/EEC on public works and services and equivalent EFTA Directives initiated in pursuit of setting up the intern
39、al market). The Structural Eurocode programme comprises the following standards generally consisting of a number of Parts: EN 1990 Eurocode: Basis of structural design EN 1991 Eurocode 1: Actions on structures EN 1992 Eurocode 2: Design of concrete structures EN 1993 Eurocode 3: Design of steel stru
40、ctures EN 1994 Eurocode 4: Design of composite steel and concrete structures EN 1995 Eurocode 5: Design of timber structures EN 1996 Eurocode 6: Design of masonry structures EN 1997 Eurocode 7: Geotechnical design EN 1998 Eurocode 8: Design of structures for earthquake resistance EN 1999 Eurocode 9:
41、 Design of aluminium structures Eurocode standards recognise the responsibility of regulatory authorities in each Member State and have safeguarded their right to determine values related to regulatory safety matters at national level where these continue to vary from State to State. 1 Agreement bet
42、ween the Commission of the European Communities and the European Committee for Standardisation (CEN) concerning the work on EUROCODES for the design of building and civil engineering works (BC/CEN/03/89). BS EN 1993-6:2007EN 1993-6:2007 (E)5 Status and field of application of Eurocodes The Member St
43、ates of the EU and EFTA recognise that Eurocodes serve as reference documents for the following purposes: as a means to prove compliance of building and civil engineering works with the essential requirements of Council Directive 89/106/EEC, particularly Essential Requirement N1 - Mechanical resista
44、nce and stability - and Essential Requirement N2 - Safety in case of fire; as a basis for specifying contracts for construction works and related engineering services; as a framework for drawing up harmonised technical specifications for construction products (ENs and ETAs) The Eurocodes, as far as
45、they concern the construction works themselves, have a direct relationship with the Interpretative Documents2 referred to in Article 12 of the CPD, although they are of a different nature from harmonised product standard3. Therefore, technical aspects arising from the Eurocodes work need to be adequ
46、ately considered by CEN Technical Committees and/or EOTA Working Groups working on product standards with a view to achieving a full compatibility of these technical specifications with the Eurocodes. The Eurocode standards provide common structural design rules for everyday use for the design of wh
47、ole structures and component products of both a traditional and an innovative nature. Unusual forms of construction or design conditions are not specifically covered and additional expert consideration will be required by the designer in such cases. National Standards implementing Eurocodes The Nati
48、onal Standards implementing Eurocodes will comprise the full text of the Eurocode (including any annexes), as published by CEN, which may be preceded by a National title page and National foreword, and may be followed by a National Annex. The National Annex may only contain information on those para
49、meters which are left open in the Eurocode for national choice, known as Nationally Determined Parameters, to be used for the design of buildings and civil engineering works to be constructed in the country concerned, i.e. : values and/or classes where alternatives are given in the Eurocode, values to be used where a symbol only is given in the Eurocode, country specific data (geographical, climatic etc.) e.g. snow map, the procedure to be used where alternative procedures are given in the Eurocode, references to non-contradictory complementary information
