1、December 2010 Translation by DIN-Sprachendienst.English price group 17No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).I
2、CS 91.010.30; 91.080.30!$lsM“1738042www.din.deDDIN EN 1996-3Eurocode 6: Design of masonry structures Part 3: Simplified calculation methods for unreinforced masonrystructures(includes Corrigendum AC:2009)English translation of DIN EN 1996-3:2010-12Eurocode 6: Bemessung und Konstruktion von Mauerwerk
3、sbauten Teil 3: Vereinfachte Berechnungsmethoden fr unbewehrte Mauerwerksbauten(enthlt Berichtigung AC:2009)Englische bersetzung von DIN EN 1996-3:2010-12Eurocode 6: Calcul des ouvrages en maonnerie Partie 3: Mthodes de calcul simplifies pour les ouvrages en maonnerie non arme(Corrigendum AC:2009 in
4、clus)Traduction anglaise de DIN EN 1996-3:2010-12Supersedes DIN EN 1996-3:2006-04 and DIN EN 1996-3 Corrigendum 1:2010-01;partially supersedes DIN 1053-1:1996-11 and DIN 1053-100:2007-09Supersedes: see belowwww.beuth.deDocument comprises pagesIn case of doubt, the German-language original shall be c
5、onsidered authoritative.420 .11 2DIN EN 1996-3:2010-12 2 A comma is used as the decimal marker. National foreword This standard has been prepared by Technical Committee CEN/TC 250 “Structural Eurocodes” (Secretariat: BSI, United Kingdom). The responsible German body involved in its preparation was t
6、he Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Working Committee NA 005-06-01 AA Mauerwerksbau. This European Standard is part of a series of standards dealing with structural design (Eurocodes) which are intended to be used as a “package”. In Guidance Paper L on t
7、he application and use of Eurocodes, issued by the EU Commission, reference is made to transitional periods for the introduction of the Eurocodes in the Member states. The transitional periods are given in the Foreword of this standard. In Germany, this standard is to be applied in conjunction with
8、the National Annex. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. DIN and/or DKE shall not be held responsible for identifying any or all such patent rights. Depending on the importance of the individual clauses, this standard d
9、istinguishes between principles and application rules (see also subclause 1.4). Principles are identified by the letter “P” after the number of the clause (e.g. (1)P). All clauses not marked as principles are application rules. The start and finish of text introduced or altered by amendment is indic
10、ated in the text by tags . Amendments This standard differs from DIN V ENV 1996-3:2000-10 as follows: a) the standard has been completely revised and brought in line with the state of the art; b) the simplified rules have been deleted and the title of the standard has been corrected accordingly; c)
11、the prestandard status has been changed to that of a full standard. Compared with DIN EN 1996-3:2006-04, DIN EN 1996-3 Corrigendum 1:2010-01, DIN 1053-1:1996-11 and DIN 1053-100:2007-09, the following corrections have been made: a) the standard has been based on European design rules; b) superseding
12、 notes have been corrected; c) this standard is the consolidated version of the previous 2006 edition with Corrigendum 1:2010-01; d) the standard has been editorially revised. Previous editions DIN 1053: 1937x-02, 1952-12, 1962-11 DIN 1053-1: 1974-11, 1990-02, 1996-11 DIN 1053-2: 1984-07 DIN 1053-10
13、0: 2004-08, 2006-08, 2007-09 DIN 4156: 1943-05 DIN V ENV 1996-3: 2000-10 DIN EN 1996-3: 2006-04 DIN EN 1996-3 Corrigendum 1: 2010-01 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1996-3 January 2006 + AC October 2009 ICS 91.010.30; 91.080.30 Supersedes ENV 1996-3.1999 English version Eurocode
14、 6: Design of masonry structures Part 3: Simplified calculation methods for unreinforced masonry structures Eurocode 6: Calcul des ouvrages en maonnerie Partie 3: Mthodes de calcul simplifies pour les ouvrages en maonnerie non arme Eurocode 6: Bemessung und Konstruktion von Mauerwerksbauten Teil 3:
15、Vereinfachte Berechnungsmethoden fr unbewehrte MauerwerksbautenEN 1996-3:2006 was approved by CEN on 2005-11-24 and Amendment AC:2009 on 2009-10-07. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status o
16、f a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Management Centre or to any CEN member. The European Standards exist in three official versions (English, French, German). A version
17、in any other language made by translation under the responsibility of a CEN member into its own language and notified to the 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, D
18、enmark, 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 STANDARDIZATION COMIT EUROPEN DE NORMAL
19、ISATIONEUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2009 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1996-3:2006 + AC:2009 E2 DIN EN 1996-3:2010-12 EN 1996-3:2006 + AC:2009 (E) Contents Pa
20、ge Foreword 4 Background of the Eurocode programme.4 Status and field 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 General8 1.1 Scope Part 3
21、of Eurocode 6.8 1.2 Normative references.8 1.3 Assumptions .8 1.4 Distinction between Principles and Application Rules 8 1.5 Definitions.9 1.5.1 General9 1.5.2 Masonry9 1.6 Symbols.9 2 Basis of design 10 2.1 General10 2.2 Basic variables10 2.3 Verification by the partial factor method10 3 Materials.
22、11 3.1 General11 3.2 Characteristic compressive strength of masonry11 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 General12 4.2 Simplified calculation m
23、ethod for walls subjected to vertical 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 loads18 4.4 Simplified calculation method for shear walls19 4.4.1 Ve
24、rification of shear resistance of walls 19 4.4.2 Design shear resistance20 4.5 Simplified calculation method for basement walls subject to lateral earth pressure21 4.6 Simplified calculation method for the design of walls subjected to limited lateral load but no vertical loads 22 4.7 Simplified calc
25、ulation method for the design of walls subjected to uniform lateral load but no vertical loads 22 3 DIN EN 1996-3:2010-12 EN 1996-3:2006 + AC:2009 (E) Annex A (informative) Simplified calculation method for unreinforced masonry walls of buildings not greater than 3 storeys 23 Annex B (normative) Sim
26、plified calculation method for the design of 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 m
27、ethod of determining the characteristic strength of masonry . 35 4 Foreword This document (EN 1996-3:2006 + AC:2009) 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 sta
28、ndard, either by publication 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-C
29、ENELEC Internal Regulations, the National Standard Organisations of the following countries are bound to implement these European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithu
30、ania, Luxembourg, Malta, Netherlands, Norway, 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 art
31、icle 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 programme, the Commission took the initiative to establish a set of harmonised technical rules for the design of constructio
32、n 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 Commission, with the help of a Steering Committee with Representatives of Member States, conducted the development of the Eur
33、ocodes 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 agreement1between the Commission and CEN, to transfer the preparation and the publication of the Eurocodes to the CEN throu
34、gh 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 Directives and/or Commissions Decisions dealing with European standards (e.g. the Council Directive 89/106/EEC on construction p
35、roducts -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 internal market). The Structural Eurocode programme comprises the following standards generally consisting of a number of Parts:
36、 1Agreement between 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). DIN EN 1996-3:2010-12 EN 1996-3:2006 + AC:2009 (E) 5 EN 1990, Eurocode: Basis of
37、 structural design . EN 1991, Eurocode 1: Actions on structures. 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, Eur
38、ocode 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: Design of aluminium structures. Eurocode standards recognise the responsibility of regulatory authorities in each Member State an
39、d have safeguarded their right to determine values related 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
40、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 resistance and stability and Essential Requirement N2 Safety in case of fire; as a basis for sp
41、ecifying 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 they concern the construction works themselves, have a direct relationship with the Interpr
42、etative Documents2referred to in Article 12 of the CPD, 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 docu
43、ments for the creation of the necessary links between the 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 tech
44、nical bases and indicating classes or levels for each requirement 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.; DIN EN 1996-3:2010-12 EN
45、 1996-3:2006 + AC:2009 (E) 6 Eurocodes work need to be adequately considered 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 str
46、uctural design rules for everyday use for the design of whole 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
47、 cases. National Standards implementing Eurocodes The National 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 (inf
48、ormative). The National Annex may only contain information on those parameters 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.: valu
49、es 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 and it may also contain decisions on the application of informative annexes, references to non-contradictory complementary information to assist the user to apply the Eurocode. Links between Eurocodes and harmonised technica
