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CEN

EN 1991-1-3:2003/AC:2009

(Corrigendum)

Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads

Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads

TC - Editorial modifications in the English mother version.
2013: Originator of XML version: first setup pilot of CCMC in 2012

Eurocode 1 - Einwirkungen auf Tragwerke - Teil 1-3: Allgemeine Einwirkungen, Schneelasten

Eurocode 1 - Actions sur les structures - Partie 1-3: Actions générales - Charges de neige

Evrokod 1: Vplivi na konstrukcije - 1-3. del: Splošni vplivi - Obtežba snega

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 1991-1-3:2004/AC:2009 - Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads

Relations

Corrects
EN 1991-1-3:2003 - Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads
Effective Date
20-Jan-2009

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Standards Content (Sample)


2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Evrokod 1: Vplivi na konstrukcije - 1-3. del: Splošni vplivi - Obtežba snegaEurocode 1 - Einwirkungen auf Tragwerke - Teil 1-3: Allgemeine Einwirkungen, SchneelastenEurocode 1 - Actions sur les structures - Partie 1-3: Actions générales - Charges de neigeEurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1991-1-3:2003/AC:2009SIST EN 1991-1-3:2004/AC:2009en01-junij-2009SIST EN 1991-1-3:2004/AC:2009SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1991-1-3:2003/AC
March 2009
Mars 2009
März 2009 ICS 91.010.30 English version Version Française Deutsche Fassung
Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads Eurocode 1 - Actions sur les structures - Partie 1-3: Actions générales - Charges de neige
Eurocode 1 - Einwirkungen auf Tragwerke -Teil 1-3: Allgemeine Einwirkungen, Schneelasten 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 1991-1-3:2003/AC:2009 D/E/FSIST EN 1991-1-3:2004/AC:2009
...


2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Evrokod 1: Vplivi na konstrukcije - 1-3. del: Splošni vplivi - Obtežba snegaEurocode 1 - Einwirkungen auf Tragwerke - Teil 1-3: Allgemeine Einwirkungen, SchneelastenEurocode 1 - Actions sur les structures - Partie 1-3: Actions générales - Charges de neigeEurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1991-1-3:2003/AC:2009SIST EN 1991-1-3:2004/AC:2009de01-junij-2009SIST EN 1991-1-3:2004/AC:2009SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1991-1-3:2003/AC
March 2009
Mars 2009
März 2009 ICS 91.010.30 English version Version Française Deutsche Fassung
Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads Eurocode 1 - Actions sur les structures - Partie 1-3: Actions générales - Charges de neige
Eurocode 1 - Einwirkungen auf Tragwerke -Teil 1-3: Allgemeine Einwirkungen, Schneelasten 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 1991-1-3:2003/AC:2009 D/E/FSIST EN 1991-1-3:2004/AC:2009
...

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Figure 1.1 - Different shapes of web openings in steel beams
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Figure 1.2 - Stiffening of openings in beam webs
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(3)   EN 1991 1 2 contains thermal actions either nominal or physically based. More data and models for physically based thermal actions are given in annexes.
(4)   EN 1991 1 2 does not cover the assessment of the damage of a structure after a fire.
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1.2   Assumptions
(1)   In addition to the general assumptions of EN 1990 the following assumptions apply:
-   any active and passive fire protection systems taken into account in the design will be adequately maintained;
-   the choice of the relevant design fire scenario is made by appropriate qualified and experienced personnel, or is given by the relevant national regulation.

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1.1   Scope of prEN 1993-1-2
(1) This document provides rules for the design of steel structures for the accidental situation of fire exposure. This Part of EN 1993 only identifies differences from, or supplements to, normal temperature design.
(2) This document applies to steel structures required to fulfil a loadbearing function.
(3) This document does not include rules for separating function.
(4) This document gives principles and application rules for the design of structures for specified requirements in respect of the aforementioned function and the levels of performance.
(5) This document applies to structures, or parts of structures, that are within the scope of EN 1993 1 1 and are designed accordingly.
(6) This document is intended to be used in conjunction with EN 1991-1-2, EN 1993-1-1, EN 1993 1-3, EN 1993-1-4, EN 1993-1-5, EN 1993-1-6, EN 1993-1-7, EN 1993-1-8, EN 1993-1-11, EN 1993-1-13 or EN 1993-1-14.
1.2   Assumptions
(1) Unless specifically stated, EN 1990, EN 1991(all parts) and EN 1993-1-1 apply.
(2) The design methods given in prEN 1993-1-2 are applicable if
-   the execution quality is as specified in EN 1090-2 and/or EN 1090-4, and
-   the construction materials and products used are as specified in prEN 1993-1-1:2020, Table 5.1 and Table 5.2 and in prEN 1993-1-3:2022, Table 5.1 and Table 5.2, or in the relevant material and product specifications.
(3) In addition to the general assumptions of EN 1990 the following assumptions apply:
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-   any fire protection measure taken into account in the design will be adequately maintained.

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