DIN EN 1991-1-1-2010 Eurocode 1 Actions on structures - Part 1-1 General actions - Densities self-weight imposed loads for buildings German version EN 1991-1-1 2002 + AC 2009《欧洲规范1.pdf

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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!$lhV“1736951www.din.deDDIN EN 1991-1-1Eurocode 1: Actions on structures Part 1-1: General actions Densities, self-weight, imposed loads for buildings(includes Corrigendum AC:2009)English translation of DIN EN 1991-1-1:2010-12Eurocode 1: Einwirkungen auf Tragwerke Teil 1-1: Allgemeine Ei

3、nwirkungen auf Tragwerke Wichten, Eigengewicht und Nutzlasten im Hochbau(enthlt Berichtigung AC:2009)Englische bersetzung von DIN EN 1991-1-1:2010-12Eurocode 1: Actions sur les structures Partie 1-1: Actions gnrales Poids volumiques, poids propres, charges dexploitation btiments(Corrigendum AC:2009

4、inclus)Traduction anglaise de DIN EN 1991-1-1:2010-12Supersedes DIN EN 1991-1-1:2002-10;together with DIN EN 1991-1-1/NA:2010-12, supersedes DIN 1055-1:2002-06 and DIN 1055-3:2006-03;supersedes DIN EN 1991-1-1 Corrigendum 1:2009-09Supersedes: see belowwww.beuth.deDocument comprises 46 pagesIn case o

5、f doubt, the German-language original shall be considered authoritative.0 .11 2DIN EN 1991-1-1:2010-12 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 responsib

6、le German body involved in its preparation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Working Committee NA 005-51-02 AA Einwirkungen auf Bauten. EN 1991-1-1 was approved by CEN on 2001-11-30. This European Standard is part of a series of standards dealing

7、with structural design (Eurocodes) which are intended to be used as a package. In Guidance Paper L on the application and use of Eurocodes, issued by the EU Commission, reference is made to compulsory transitional periods for the introduction of the Eurocodes in the member states. The transitional p

8、eriods are given in the Foreword of this standard. In Germany, this standard is to be applied in conjunction with 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

9、 identifying any or all such patent rights. The start and finish of text introduced or altered by amendment is indicated in the text by tags . Amendments This standard differs from DIN V ENV 1991-2-1:1996-01 as follows: a) the comments received from the national standards bodies have been taken into

10、 account and the text of the standard has been completely revised. Compared with DIN EN 1991-1-1:2002-10, DIN EN 1991-1-1 Corrigendum 1:2009-09, DIN 1055-1:2002-06 and DIN 1055-3:2006-03, the following corrections have been made: a) the standard has been based on European design rules; b) supersedin

11、g notes have been corrected; c) this standard is the consolidated version of the previous 2002 edition with Corrigendum AC:2009; d) the standard has been editorially revised. Previous editions DIN 1055-1: 1934-08, 1937-08, 1940-06, 1963-03, 1978-05, 1978-07, 2002-06 DIN 1055-2: 1943-08 DIN 1055-3: 1

12、934x-08, 1951x-02, 1971-06, 2002-10 DIN V ENV 1991-2-1: 1996-01 DIN EN 1991-1-1: 2002-10 DIN EN 1991-1-1 Corrigendum 1: 2009-09 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1991-1-1 April 2002 March 2009 ICS 91.010.30 English version Eurocode 1: Actions on structures Part 1-1: General action

13、s Densities, self-weight, imposed loads for buildings Eurocode 1: Actions sur les structures Partie 1-1: Actions gnrales Poids volumiques, poids propres, charges dexploitation btiments Eurocode 1: Einwirkungen auf Tragwerke Teil 1-1: Allgemeine Einwirkungen auf Tragwerke Wichten, Eigengewicht und Nu

14、tzlasten im Hochbau EN 1991-1-1:2002 was approved by CEN on 2001-11-30 and Corrigendum AC:2009 on 2009-03-18. 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 alter

15、ation. 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 in any other language made by translati

16、on 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, Denmark, Estonia, Finland, France, Germa

17、ny, 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 NORMALISATIONEUROPISCHES KOMITEE FR NORMUNG

18、2009 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1991-1-1:2002 + AC:2009 E+ AC Management Centre: Avenue Marnix 17, B-1000 Brussels CONTENTSPageBACKGROUND OF THE EUROCODE PROGRAMME . 4STATUS AND FIELD OF APPLICATION OF EUROCODE

19、S. 5NATIONAL STANDARDS IMPLEMENTING EUROCODES 6LINKS BETWEEN EUROCODES AND HARMONISED TECHNICAL SPECIFICATIONS (ENS AND ETAS) FORPRODUCTS. 6ADDITIONAL INFORMATION SPECIFIC FOR EN 1991-1-1 6NATIONAL ANNEX FOR EN 1991-1-1 7SECTION 1 GENERAL 81.1 SCOPE . 81.2 NORMATIVE REFERENCES. 91.3 DISTINCTION BETW

20、EEN PRINCIPLES AND APPLICATION RULES 91.4 TERMS AND DEFINITIONS. 101.5 SYMBOLS 11SECTION 2 CLASSIFICATION OF ACTIONS 122.1 SELF-WEIGHT 122.2 IMPOSED LOADS 12SECTION 3 DESIGN SITUATIONS 143.1 GENERAL 143.2 PERMANENT LOADS 143.3 IMPOSED LOADS 143.3.1 General 143.3.2 Additional provisions for buildings

21、. 15SECTION 4 DENSITIES OF CONSTRUCTION AND STORED MATERIALS . 164.1 GENERAL 16SECTION 5 SELF-WEIGHT OF CONSTRUCTION WORKS 175.1 REPRESENTATION OF ACTIONS 175.2 CHARACTERISTIC VALUES OF SELF-WEIGHT 175.2.1 General 175.2.2 Additional provisions for buildings. 175.2.3 Additional provisions specific fo

22、r bridges. 18SECTION 6 IMPOSED LOADS ON BUILDINGS . 196.1 REPRESENTATION OF ACTIONS 196.2 LOAD ARRANGEMENTS 196.2.1 Floors, beams and roofs 196.2.2 Columns and walls 196.3 CHARACTERISTIC VALUES OF IMPOSED LOADS . 206.3.1 Residential, social, commercial and administration areas . 206.3.1.1 Categories

23、206.3.1.2 Values of actions.216.3.2 Areas for storage and industrial activities 246.3.2.1 Categories246.3.2.2 Values for Actions.246.3.2.3 Actions induced by forklifts 256.3.2.4 Actions induced by transport vehicles.262 DIN EN 1991-1-1:2010-12 EN 1991-1-1:2002 + AC:2009 (E) FOREWORD TO EN 1991-1-1:2

24、002 + AC:2009.4 6.3.2.5 Actions induced by special devices for maintenance.276.3.3 Garages and vehicle traffic areas (excluding bridges) . 276.3.3.1 Categories276.3.3.2 Values of actions.276.3.4 Roofs . 286.3.4.1 Categories286.3.4.2 Values of actions.296.4 HORIZONTAL LOADS ON PARAPETS AND PARTITION

25、WALLS ACTING AS BARRIERS 30LOADED AREAS. 31ANNEX A (INFORMATIVE) TABLES FOR NOMINAL DENSITY OF CONSTRUCTIONMATERIALS, AND NOMINAL DENSITY AND ANGLES OF REPOSE FOR STOREDMATERIALS 32ANNEX B (INFORMATIVE) VEHICLE BARRIERS AND PARAPETS FOR CAR PARKS . 433 BIBLIOGRAPHY.44 DIN EN 1991-1-1:2010-12 EN 1991

26、-1-1:2002 + AC:2009 (E) 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 2002, and conflicting national standards shall be withdrawn at the latest by March 2010. CEN/TC 250 is responsible f

27、or all Structural Eurocodes. This document supersedes ENV 1991-2-1:1995. The Annexes A and B are informative. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria,

28、Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, R mania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. Background of the Eurocode p

29、rogramme 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

30、 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 serve as an alternative to the national rules in force in the Member States and, ultimately, would replace them. For fifteen year

31、s, 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 generation of European codes in the 1980s. In 1989, the Commission and the Member States of the EU and EFTA decided, on the bas

32、is of an agreement1between the Commission and CEN, to transfer the preparation and the publication of the Eurocodes to 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

33、Directives and/or Commissions Decisions dealing with European standards (e.g. the Council Directive 89/106/EEC on 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 e

34、ngineering works (BC/CEN/03/89). 4 DIN EN 1991-1-1:2010-12 EN 1991-1-1:2002 + AC:2009 (E) This document (EN 1991-1-1:2002 + AC:2009) has been prepared by Technical Committee CEN/TC 250 “Structural Eurocodes”, the secretariat of which is held by BSI. Foreword to EN 1991-1-1:2002 + AC:2009 oconstructi

35、on products - CPD - and Council Directives 93/37/EEC, 92/50/EEC and89/440/EEC on public works and services and equivalent EFTA Directives initiated inpursuit of setting up the internal market).The Structural Eurocode programme comprises the following standards generallyconsisting of a number of Part

36、s:EN 1990 Eurocode : Basis of Structural DesignEN 1991 Eurocode 1: Actions on structuresEN 1992 Eurocode 2: Design of concrete structuresEN 1993 Eurocode 3: Design of steel structuresEN 1994 Eurocode 4: Design of composite steel and concrete structuresEN 1995 Eurocode 5: Design of timber structuresE

37、N 1996 Eurocode 6: Design of masonry structuresEN 1997 Eurocode 7: Geotechnical designEN 1998 Eurocode 8: Design of structures for earthquake resistanceEN 1999 Eurocode 9: Design of aluminium structuresEurocode standards recognise the responsibility of regulatory authorities in eachMember State and

38、have safeguarded their right to determine values related to regulatorysafety matters at national level where these continue to vary from State to State.Status and field of application of EurocodesThe Member States of the EU and EFTA recognise that Eurocodes serve as referencedocuments for the follow

39、ing purposes: as a means to prove compliance of building and civil engineering works with theessential requirements of Council Directive 89/106/EEC, particularly EssentialRequirement N1 Mechanical resistance and stability and Essential RequirementN2 Safety in case of fire ; as a basis for specifying

40、 contracts for construction works and related engineeringservices ; as a framework for drawing up harmonised technical specifications for constructionproducts (ENs and ETAs)The Eurocodes, as far as they concern the construction works themselves, have a directrelationship with the Interpretative Docu

41、ments2referred to in Article 12 of the CPD,although they are of a different nature from harmonised product standards3. Therefore,technical aspects arising from the Eurocodes work need to be adequately considered by2According to Art. 3.3 of the CPD, the essential requirements (ERs) shall be given con

42、crete form in interpretative documents forthe creation of the necessary links between the essential requirements and the mandates for harmonised ENs and ETAGs/ETAs.3According to Art. 12 of the CPD the interpretative documents shall :a) give concrete form to the essential requirements by harmonising

43、the terminology and the technical bases and indicating classes or levelsfor each requirement where necessary ;b) indicate methods of correlating these classes or levels of requirement with the technical specifications, e.g. methods of calculation andof proof, technical rules for project design, etc.

44、 ;c) serve as a reference for the establishment of harmonised standards and guidelines for European technical approvals.The Eurocodes, de facto, play a similar role in the field of the ER 1 and a part of ER 2.5 DIN EN 1991-1-1:2010-12 EN 1991-1-1:2002 + AC:2009 (E) CEN Technical Committees and/or EO

45、TA Working Groups working on productstandards with a view to achieving full compatibility of these technical specificationswith the Eurocodes.The Eurocode standards provide common structural design rules for everyday use forthe design of whole structures and component products of both a traditional

46、and aninnovative nature. Unusual forms of construction or design conditions are notspecifically covered and additional expert consideration will be required by the designerin such cases.National Standards implementing EurocodesThe National Standards implementing Eurocodes will comprise the full text

47、 of theEurocode (including any annexes), as published by CEN, which may be preceded by aNational title page and National foreword, and may be followed by a National annex.The National annex may only contain information on those parameters which are leftopen in the Eurocode for national choice, known

48、 as Nationally Determined Parameters,to be used for the design of buildings and civil engineering works to be constructed inthe 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 specif

49、ic data (geographical, climatic, etc.), e.g. snow map, the procedure to be used where alternative procedures are given in the Eurocode, .It may also contain decisions on the application of informative annexes, references to non-contradictory complementary information to assist the user toapply the Eurocode.Links between Eurocodes and harmonised technical specifications (ENs andETAs) for productsThere is a need for consistency between the harmonised technical specifications forconstruction products and the technical rules for w