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EN 1991-1-5:2003/AC:2009

(Corrigendum)

Eurocode 1: Actions on structures - Part 1-5: General actions - Thermal actions

Eurocode 1: Actions on structures - Part 1-5: General actions - Thermal actions

TC - Modifications in the Foreword and in Subclauses 6.1.3.1, 6.1.3.3, 6.1.4.2, A.1 and A.2.
2013: Originator of XML version: first setup pilot of CCMC in 2012

Eurocode 1: Einwirkungen auf Tragwerke - Teil 1-5: Allgemeine Einwirkungen - Temperatureinwirkungen

Eurocode 1: - Actions sur les structures - Partie 1-5: Actions générales - Actions thermiques

Eurocode 1: Vplivi na konstrukcije - 1-5. del: Splošni vplivi - Toplotni vplivi

General Information

Status
Published
Publication Date
10-Mar-2009
ICS
91.010.30 - Technical aspects
Technical Committee
CEN/TC 250 - Structural Eurocodes
Drafting Committee
CEN/TC 250/SC 1 - Eurocode 1: Actions on structures
Current Stage
6060 - Definitive text made available (DAV) - Publishing
Start Date
11-Mar-2009
Completion Date
11-Mar-2009
Directive
305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
89/106/EEC - Construction products
Mandate
M/265 - Mandate to CEN for the conversion of the Eurocodes from ENV into EN concerning the structural and geotechnical design of buildings and civil engineering works
M/BC/CEN/89/11 - Framework mandate to CEN on Eurocode work : execution of a standardization programme on Eurocodes for the structural design of building and civil engineering works
Ref Project
SIST EN 1991-1-5:2004/AC:2009 - Eurocode 1: Actions on structures - Part 1-5: General actions - Thermal actions

Relations

Corrects
EN 1991-1-5:2003 - Eurocode 1: Actions on structures - Part 1-5: General actions - Thermal actions
Effective Date
20-Jan-2009

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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Eurocode 1: Vplivi na konstrukcije - 1-5. del: Splošni vplivi - Toplotni vpliviEurocode 1: Einwirkungen auf Tragwerke - Teil 1-5: Allgemeine Einwirkungen - TemperatureinwirkungenEurocode 1: - Actions sur les structures - Partie 1-5: Actions générales - Actions thermiquesEurocode 1: Actions on structures - Part 1-5: General actions - Thermal actions91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1991-1-5:2003/AC:2009SIST EN 1991-1-5:2004/AC:2009en,fr,de01-junij-2009SIST EN 1991-1-5:2004/AC:2009SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1991-1-5:2003/AC
March 2009
Mars 2009
März 2009 ICS 91.010.30 English version Version Française Deutsche Fassung
Eurocode 1: Actions on structures - Part 1-5: General actions - Thermal actions
Eurocode 1: - Actions sur les structures - Partie 1-5: Actions générales - Actions thermiques
Eurocode 1: Einwirkungen auf Tragwerke -Teil 1-5: Allgemeine Einwirkungen - Temperatureinwirkungen This corrigendum becomes effective on 11 March 2009 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 11 mars 2009 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 11.März 2009 zur Einarbeitung in die drei offiziellen Sprachfassungen der EN in Kraft.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR 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. Tous droits d'exploitation sous quelque forme et de quelque manière que ce soit réservés dans le monde entier aux membres nationaux du CEN. Alle Rechte der Verwertung, gleich in welcher Form und in welchem Verfahren, sind weltweit den nationalen Mitgliedern von CEN vorbehalten. Ref. No.:EN 1991-1-5:2003/AC:2009 D/E/FSIST EN 1991-1-5:2004/AC:2009

" SIST EN 1991-1-5:2004/AC:2009
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(2)   Imposed loads defined in this document are applicable for the design of new bridges, including piers, abutments, upstand walls, wing walls and flank walls, noise barriers, canopies etc., and their foundations. Where appropriate, the loads can also be considered as a basis for assessment or modification of existing structures in combination with complementary conditions if necessary.
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