BS EN 1996-3-2006 Eurocode 6 Design of masonry structures - Simplified calculation methods for unreinforced masonry structures《欧洲法规 6 圬工结构的设计 未加固圬工结构的简单计算方法》.pdf

《BS EN 1996-3-2006 Eurocode 6 Design of masonry structures - Simplified calculation methods for unreinforced masonry structures《欧洲法规 6 圬工结构的设计 未加固圬工结构的简单计算方法》.pdf》由会员分享，可在线阅读，更多相关《BS EN 1996-3-2006 Eurocode 6 Design of masonry structures - Simplified calculation methods for unreinforced masonry structures《欧洲法规 6 圬工结构的设计 未加固圬工结构的简单计算方法》.pdf（46页珍藏版）》请在麦多课文档分享上搜索。

1、BRITISH STANDARDBS EN 1996-3:2006Eurocode 6 Design of masonry structures Part 3: Simplified calculation methods for unreinforced masonry structuresICS 91.010.30; 91.080.30g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g

2、40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58Incorporating corrigendum October 2009National forewordThis British Standard is the UK implementation of EN 1996-3:2006, incorporating corrigendum October 2009. It supersedes DD ENV 1996-3:2001 which is withdrawn.The start and fi

3、nish of text introduced or altered by corrigendum is indicated in the text by tags. Text altered by CEN corrigendum October 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 a

4、nd 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 The conflicting national standards will be withdrawn at the end of the co-existence period, after all the EN Eurocodes of a package are ava

5、ilable.Following publication of the EN, there is a period allowed for national calibration during which the National Annex is issued, followed by a 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

6、 end of this co-existence period, the conflicting parts of national standard(s) will be withdrawn.In the UK, the corresponding national standards are: BS 5628-1:1992, Code of practice for use of masonry. Structural use of unreinforced masonry BS 5628-2:2000, Code of practice for use of masonry. Stru

7、ctural use of reinforced and prestressed masonry BS 5628-3:2001, Code of practice for use of masonry. Materials and components, design and workmanship and based on this transition period, these standards will be withdrawn revised on a date to be announced, but at the latest by March 2010.BS EN 1996-

8、3:2006This British Standard waspublished under the authorityof the Standards Policy andStrategy Committeeon 15 February 2006 BSI 2010Amendments/corrigenda issued since publicationDate Comments 31 March 2010 Implementation of CEN corrigendum October 2009ISBN 978 0 580 69348 9The UK participation in i

9、ts preparation was entrusted by Technical Committee B/525, Building and civil engineering structures, to Subcommittee B/525/6, Use of masonry.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

10、be made at the national level, the range and possible choice will be given in 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 sever

11、al are proposed in the EN.To enable EN 1996-3 to be used in the UK, the NDPs will 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. Us

12、ers are responsible for its correct application.Compliance with a British Standard cannot confer immunity from legal obligations.BS EN 1996-3:2006iblankEUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 1996-3January 2006ICS 91.010.30; 91.080.30 Supersedes ENV 1996-3:1999 English VersionEurocode 6 -

13、Design of masonry structures - Part 3: Simplifiedcalculation methods for unreinforced masonry structuresEurocode 6 - Calcul des ouvrages en maonnerie - Partie3: Mthodes de calcul simplifies pour les ouvrages enmaonnerie non armeEurocode 6 - Bemessung und Konstruktion vonMauerwerksbauten - Teil 3: Ve

14、reinfachteBerechnungsmethoden fr unbewehrte MauerwerksbautenThis European Standard was approved by CEN on 24 November 2005.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 witho

15、ut any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained 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

16、 by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat 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, Gree

17、ce, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Ce

18、ntre: rue de Stassart, 36 B-1050 Brussels 2006 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1996-3:2006: EIncorporating corrigendum October 2009EN 1996-3:2006 (E) 2 Contents Background of the Eurocode programme. 4 Status and field

19、 of application of Eurocodes. 5 National Standards implementing Eurocodes 6 Links between Eurocodes and harmonised technical specifications (ENs and ETAs) for products. . 6 National Annex for EN 1996-3 . 7 1 General . 8 1.1 Scope Part 3 of Eurocode 6. 8 1.2 Normative references 8 1.3 Assumptions . 8

20、 1.4 Distinction between Principles and Application Rules 8 1.5 Definitions. 9 1.5.1 General . 9 1.5.2 Masonry 9 1.6 Symbols. 9 2 Basis of design 10 2.1 General . 10 2.2 Basic variables 10 2.3 Verification by the partial factor method . 10 3 Materials. 11 3.1 General . 11 3.2 Characteristic compress

21、ive strength of masonry . 11 3.3 Characteristic flexural strength of masonry. 11 3.4 Characteristic initial shear strength of masonry 11 4 Design of unreinforced masonry walls using simplified calculation methods . 12 4.1 General . 12 4.2 Simplified calculation method for walls subjected to vertical

22、 and wind loading 12 4.2.1 Conditions for application 12 4.2.2 Determination of design vertical load resistance of a wall 15 4.3 Simplified calculation method for walls subjected to concentrated loads 18 4.4 Simplified calculation method for shear walls 19 4.4.1 Verification of shear resistance of w

23、alls 19 4.4.2 Design shear resistance .20 4.5 Simplified calculation method for basement walls subject to lateral earth pressure. 21 4.6 Simplified calculation method for the design of walls subjected to limited lateral load but no vertical loads 22 4.7 Simplified calculation method for the design o

24、f walls subjected to uniform lateral load but no vertical loads 22 BS EN 1996-3:2006EN 1996-3:2006 (E) 3 Annex A (Informative) Simplified calculation method for unreinforced masonry walls of buildings not greater than 3 storeys. 23 Annex B (Normative) Simplified calculation method for the design of

25、internal walls not subject to vertical loads and with limited lateral load . 26 Annex C (Informative) Simplified calculation method for the design of walls subjected to uniform lateral design load and no vertical loads 30 Annex D (Normative) Simplified method of determining the characteristic streng

26、th of masonry 35 BS EN 1996-3:2006EN 1996-3:2006 (E) 4 Foreword This European Standard EN 1996-3 has been prepared by Technical Committee CEN/TC 250 “Structural Eurocodes”, the secretariat of which is held by BSI. This European Standard shall be given the status of a national standard, either by pub

27、lication of an identical text or by endorsement, at the latest by July 2006, and conflicting national standards shall be withdrawn at the latest by March 2010. CEN/TC 250 is responsible for all Structural Eurocodes. This document supersedes ENV 1996-3:1999 According to the CEN/CENELEC Internal Regul

28、ations, the national standards 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, No

29、rway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. Background of the Eurocode programme 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

30、the programme was the elimination of technical obstacles to trade and the harmonisation of technical specifications. Within this action programme, 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 s

31、erve as an alternative to the national rules in force in the Member States and, ultimately, would replace them. For fifteen years, the Commission, with the help of a Steering Committee with Representatives of Member States, conducted the development of the Eurocodes programme, which led to the first

32、 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 agreement1between 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 pro

33、vide them with a future status of European Standard (EN). This links de facto the Eurocodes with the provisions of all the Councils Directives and/or Commissions Decisions dealing with European standards (e.g. the Council Directive 89/106/EEC on construction products -CPD- and Council Directives 93/

34、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 internal market). The Structural Eurocode programme comprises the following standards generally consisting of a number of Parts: 1Agreement between the Commission of th

35、e 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 1996-3:2006EN 1996-3:2006 (E) 5 EN 1990, Eurocode: Basis of structural design . EN 1991, Eurocode 1: Actions on st

36、ructures. EN 1992, Eurocode 2: Design of concrete structures. EN 1993, Eurocode 3: Design of steel structures. 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, Eurocod

37、e 7: Geotechnical design. EN 1998, Eurocode 8: Design of structures for earthquake resistance. EN 1999, Eurocode 9: Design of aluminium structures. Eurocode standards recognise the responsibility of regulatory authorities in each Member State and have safeguarded their right to determine values rela

38、ted to regulatory safety matters at national level where these continue to vary from State to State. Status and field of application of Eurocodes The Member States of the EU and EFTA recognise that Eurocodes serve as reference documents for the following purposes: as a means to prove compliance of b

39、uilding and civil engineering works with the essential requirements of Council Directive 89/106/EEC, particularly Essential Requirement N1 Mechanical resistance and stability and Essential Requirement N2 Safety in case of fire; as a basis for specifying contracts for construction works and related e

40、ngineering services; as a framework for drawing up harmonised technical specifications for construction products (ENs and ETAs). The Eurocodes, as far as they concern the construction works themselves, have a direct relationship with the Interpretative Documents2referred to in Article 12 of the CPD,

41、 although they are of a different nature from harmonised product standards3. Therefore, technical aspects arising from the 2According to Article 3.3 of the CPD, the essential requirements (ERs) shall be given concrete form in interpretative documents for the creation of the necessary links between t

42、he essential requirements and the mandates for harmonised ENs and ETAGs/ETAs. 3According to Article 12 of the CPD the interpretative documents shall: a) give concrete form to the essential requirements by harmonising the terminology and the technical bases and indicating classes or levels for each r

43、equirement where necessary; b) indicate methods of correlating these classes or levels of requirement with the technical specifications, e.g. methods of calculation and of proof, technical rules for project design, etc.; BS EN 1996-3:2006EN 1996-3:2006 (E) 6 Eurocodes work need to be adequately cons

44、idered by CEN Technical Committees and/or EOTA Working Groups working on product standards with a view to achieving full compatibility of these technical specifications with the Eurocodes. The Eurocode standards provide common structural design rules for everyday use for the design of whole structur

45、es 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 National Standar

46、ds 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 (informative). The National Annex may only contain information on those pa

47、rameters 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

48、 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 and it may also contain decisions on the application of informative annexes, references to non

49、-contradictory complementary information to assist the user to apply the Eurocode. Links between Eurocodes and harmonised technical specifications (ENs and ETAs) for products. There is a need for consistency between the harmonised technical specifications for construction products and the technical rules for works4. Furthermore, all the information accompanying the CE Marking of the construction products which refer to Eurocodes shall clearly mention which Nationally Determined Parameters have been taken into account. This European Stand