1、BSI Standards PublicationCranes General DesignPart 3-1: Limit States and proof competence of steel structureBS EN 13001-3-1:2012BS EN 13001-3-1:2012+A1:2013BS EN 13001-3-1:2012+A1:2013Incorporating corrigendum October 2014BS EN 13001-3-1:2012+A1:2013 BRITISH STANDARDNational forewordThis British Sta
2、ndard is the UK implementation of EN 13001-3-1:2012+A1:2013. It supersedes BS EN 13001-3-1:2012, whichis withdrawn.This standard, together with BS EN 13001-1:2004+A1:2009, BS EN 13001-2:2014, BS EN 13001-3-2:2014, BS EN 13001-3-3:2014,BS EN 13001-3-4 and DD CEN/TS 13001-3-5:2010, supersedes BS 2573-
3、1:1983 and BS 2573-2:1980, which will be withdrawn onpublication of all parts of the BS EN 13001 series. Users attention is drawn to the fact that neither BS 2573-1:1983 nor BS 2573-2:1980 should be used in conjunction with the EN 13001 series asthey are not complementary. The BS 2573 series will re
4、main current untilall parts of the BS EN 13001 series cited above have been published toensure that a coherent package of standards remains available in the UKduring the transition to European standards.The start and finish of text introduced or altered by amendment isindicated in the text by tags.
5、Tags indicating changes to CEN text carrythe number of the CEN amendment. For example, text altered by CENamendment A1 is indicated by .The UK participation in its preparation was entrusted byTechnical Committee MHE/3, Cranes and derricks to Subcommittee MHE/3/1 Crane design.A list of organizations
6、represented on this subcommitteecan be obtained on request to its secretary.This publication does not purport to include all the necessary provisionsof a contract. Users are responsible for its correct application. The British Standards Institution 2014.Published by BSI Standards Limited 2014ISBN 97
7、8 0 580 88360 6ICS 53.020.20Compliance with a British Standard cannot confer immunity fromlegal obligations.This British Standard was published under the authority of the StandardsPolicy and Strategy Committee on 30 November 2012.Amendments/corrigenda issued since publicationDate Text affected30 Sep
8、tember 2013 Implementation of CEN amendment A1:201330 November 2014 National foreword supersession informationupdatedEUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13001-3-1:2012+A1 July 2013 ICS 53.020.20 Supersedes EN 13001-3-1:2012 English Version Cranes - General Design - Part 3-1: Limit S
9、tates and proof competence of steel structure Appareils de levage charge suspendue - Conception gnrale - Partie 3-1: Etats limites et vrification daptitude des charpentes en acier Krane - Konstruktion allgemein - Teil 3-1: Grenzzustnde und Sicherheitsnachweis von Stahltragwerken This European Standa
10、rd was approved by CEN on 11 February 2012 and includes Amendment 1 approved by CEN on 11 May 2013. 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-
11、to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other language made by transl
12、ation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland
13、, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION
14、COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2013 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13001-3-1:2012+A1:2013: E EN 13001-3-1:2012+A1:2013 (E) 2 Conte
15、nts Page Foreword . 4 Introduction 5 1 Scope 6 2 Normative references . 6 3 Terms ,definitions, symbols and abbreviations 7 3.1 Terms and definitions 7 3.2 Symbols and abbreviations . 7 4 General . 11 4.1 Documentation . 11 4.2 Materials for structural members 12 4.2.1 Grades and qualities 12 4.2.2
16、Impact toughness. 14 4.3 Bolted connections 16 4.3.1 Bolt materials . 16 4.3.2 General . 16 4.3.3 Shear and bearing connections. 17 4.3.4 Friction grip type (slip resistant) connections 17 4.3.5 Connections loaded in tension 17 4.4 Pinned connections . 17 4.5 Welded connections 18 4.6 Proof of compe
17、tence for structural members and connections 18 5 Proof of static strength 19 5.1 General . 19 5.2 Limit design stresses and forces 19 5.2.1 General . 19 5.2.2 Limit design stress in structural members . 19 5.2.3 Limit design forces in bolted connections 21 5.2.4 Limit design forces in pinned connec
18、tions . 28 5.2.5 Limit design stresses in welded connections 32 5.3 Execution of the proof . 35 5.3.1 Proof for structural members 35 5.3.2 Proof for bolted connections . 35 5.3.3 Proof for pinned connections 36 5.3.4 Proof for welded connections . 36 6 Proof of fatigue strength 37 6.1 General . 37
19、6.2 Limit design stresses . 38 6.2.1 Characteristic fatigue strength 38 6.2.2 Weld quality 40 6.2.3 Requirements for fatigue testing . 41 6.3 Stress histories 41 6.3.1 General . 41 6.3.2 Frequency of occurence of stress cycles . 42 6.3.3 Stress history parameter . 42 6.3.4 Stress history classes S 4
20、3 6.4 Execution of the proof . 44 6.5 Determination of the limit design stress range . 45 6.5.1 Applicable methods . 45 BS EN 13001-3-1:2012+A1:2013EN 13001-3-1:2012+A1:2013 (E)EN 13001-3-1:2012+A1:2013 (E) 2 Contents Page Foreword . 4 Introduction 5 1 Scope 6 2 Normative references . 6 3 Terms ,def
21、initions, symbols and abbreviations 7 3.1 Terms and definitions 7 3.2 Symbols and abbreviations . 7 4 General . 11 4.1 Documentation . 11 4.2 Materials for structural members 12 4.2.1 Grades and qualities 12 4.2.2 Impact toughness. 14 4.3 Bolted connections 16 4.3.1 Bolt materials . 16 4.3.2 General
22、 . 16 4.3.3 Shear and bearing connections. 17 4.3.4 Friction grip type (slip resistant) connections 17 4.3.5 Connections loaded in tension 17 4.4 Pinned connections . 17 4.5 Welded connections 18 4.6 Proof of competence for structural members and connections 18 5 Proof of static strength 19 5.1 Gene
23、ral . 19 5.2 Limit design stresses and forces 19 5.2.1 General . 19 5.2.2 Limit design stress in structural members . 19 5.2.3 Limit design forces in bolted connections 21 5.2.4 Limit design forces in pinned connections . 28 5.2.5 Limit design stresses in welded connections 32 5.3 Execution of the p
24、roof . 35 5.3.1 Proof for structural members 35 5.3.2 Proof for bolted connections . 35 5.3.3 Proof for pinned connections 36 5.3.4 Proof for welded connections . 36 6 Proof of fatigue strength 37 6.1 General . 37 6.2 Limit design stresses . 38 6.2.1 Characteristic fatigue strength 38 6.2.2 Weld qua
25、lity 40 6.2.3 Requirements for fatigue testing . 41 6.3 Stress histories 41 6.3.1 General . 41 6.3.2 Frequency of occurence of stress cycles . 42 6.3.3 Stress history parameter . 42 6.3.4 Stress history classes S 43 6.4 Execution of the proof . 44 6.5 Determination of the limit design stress range .
26、 45 6.5.1 Applicable methods . 45 BS EN 13001-3-1:2012+A1:2013EN 13001-3-1:2012+A1:2013 (E)EN 13001-3-1:2012+A1:2013 (E) 3 6.5.2 Direct use of stress history parameter 45 6.5.3 Use of class S . 45 6.5.4 Independent concurrent normal and/or shear stresses . 47 7 Proof of static strength of hollow sec
27、tion girder joints 47 8 Proof of elastic stability . 47 8.1 General . 47 8.2 Lateral buckling of members loaded in compression 48 8.2.1 Critical buckling load . 48 8.2.2 Limit compressive design force 49 8.3 Buckling of plate fields subjected to compressive and shear stresses 51 8.3.1 General . 51 8
28、.3.2 Limit design stress with respect to longitudinal stress x . 53 8.3.3 Limit design stress with respect to transverse stress y . 55 8.3.4 Limit design stress with respect to shear stress 57 8.4 Execution of the proof 58 8.4.1 Members loaded in compression 58 8.4.2 Plate fields 58 Annex A (informa
29、tive) Limit design shear force Fv,Rdper bolt and per shear plane for multiple shear plane connections 60 Annex B (informative) Preloaded bolts . 61 Annex C (normative) Design weld stresses W,Sdand W,Sd. 63 C.1 Butt joint . 63 C.2 Fillet weld 64 C.3 T-joint with full and partial penetration . 65 C.4
30、Effective distribution length under concentrated load . 66 Annex D (normative) Values of slope constant m and characteristic fatigue strength c, c. 67 Annex E (normative) Calculated values of limit design stress ranges Rd and Rd,188 Annex F (informative) Evaluation of stress cycles (example) 90 Anne
31、x G (informative) Calculation of stiffnesses for connections loaded in tension 92 Annex H (informative) Hollow Sections . 95 Annex I (informative) Selection of a suitable set of crane standards for a given application 107 Annex ZA (informative) Relationship between this European Standard and the Ess
32、ential Requirements of EU Directive 2006/42/EC 108 Bibliography 109 BS EN 13001-3-1:2012+A1:2013EN 13001-3-1:2012+A1:2013 (E)EN 13001-3-1:2012+A1:2013 (E) 4 Foreword This document (EN 13001-3-1:2012+A1:2013) has been prepared by Technical Committee CEN/TC 147 “Cranes - Safety”, the secretariat of wh
33、ich is held 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 January 2014, and conflicting national standards shall be withdrawn at the latest by January 2014. Attention is drawn to the pos
34、sibility that some 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. This document includes Amendment 1 approved by CEN on 11 May 2013. This document supersedes !EN 13001-3-1:2012“. Th
35、e start and finish of text introduced or altered by amendment is indicated in the text by tags !“. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EU Directive(s). For relationship
36、 with EU Directive(s), see informative Annex ZA, which is an integral part of this document. !CEN/TC 147/WG 2 has made a new edition of EN 13001-3-1 to adapt the standard as follows: Subclause 4.2.1 is changed in such a way that Table 2 is permanently valid and requirements for other materials are a
37、dded, and editorial changes are done to improve the document.“ This European Standard is one Part of EN 13001, Cranes General design. The other parts are as follows: Part 1: General principles and requirements; Part 2: Load actions; Part 3-2: Limit states and proof of competence of wire ropes in ree
38、ving systems; Part 3-3: Limit states and proof of competence of wheel/rail contacts; Part 3-4: Limit states and proof of competence of machinery; Part 3-5: Limit states and proof of competence of forged hooks. According to the CEN/CENELEC Internal Regulations, the national standards organisations of
39、 the following countries are bound to implement 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, Neth
40、erlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 13001-3-1:2012+A1:2013EN 13001-3-1:2012+A1:2013 (E)EN 13001-3-1:2012+A1:2013 (E) 4 Foreword This document (EN 13001-3-1:2012+A1:2013) has been prepared by Technical Commit
41、tee CEN/TC 147 “Cranes - Safety”, the secretariat of which is held 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 January 2014, and conflicting national standards shall be withdrawn at th
42、e latest by January 2014. Attention is drawn to the possibility that some 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. This document includes Amendment 1 approved by CEN on 11 May
43、 2013. This document supersedes !EN 13001-3-1:2012“. The start and finish of text introduced or altered by amendment is indicated in the text by tags !“. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports esse
44、ntial requirements of EU Directive(s). For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this document. !CEN/TC 147/WG 2 has made a new edition of EN 13001-3-1 to adapt the standard as follows: Subclause 4.2.1 is changed in such a way that Table 2 is perma
45、nently valid and requirements for other materials are added, and editorial changes are done to improve the document.“ This European Standard is one Part of EN 13001, Cranes General design. The other parts are as follows: Part 1: General principles and requirements; Part 2: Load actions; Part 3-2: Li
46、mit states and proof of competence of wire ropes in reeving systems; Part 3-3: Limit states and proof of competence of wheel/rail contacts; Part 3-4: Limit states and proof of competence of machinery; Part 3-5: Limit states and proof of competence of forged hooks. According to the CEN/CENELEC Intern
47、al Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ire
48、land, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 13001-3-1:2012+A1:2013EN 13001-3-1:2012+A1:2013 (E)EN 13001-3-1:2012+A1:2013 (E) 5 Introduction This European Standa
49、rd has been prepared to be a harmonized standard to provide one means for the mechanical design and theoretical verification of cranes to conform with the essential health and safety requirements of the Machinery Directive, as amended. This standard also establishes interfaces between the user (purchaser) and the designer, as well as between the designer and the component manufacturer, in order to form a basis for selecting cranes and components. This European Standard is a type C standard as stated in EN ISO 121
