iTeh Standards logo
EURUSD
Your shopping cart is empty.
CEN

EN 1991-1-2:2002/AC:2013

(Corrigendum)

Eurocode 1: Actions on structures - Part 1-2: General actions - Actions on structures exposed to fire

Eurocode 1: Actions on structures - Part 1-2: General actions - Actions on structures exposed to fire

TC - Modifications to "National annex for EN 1991-1-2", 1.6, Annex A, B.2, B.4.1 and B.4.2.

Eurocode 1 - Einwirkungen auf Tragwerke - Teil 1-2: Allgemeine Einwirkungen - Brandeinwirkungen auf Tragwerke

Eurocode 1: Actions sur les structures au feu - Partie 1-2: Actions générales - Actions sur les structures exposées

Evrokod 1: Vplivi na konstrukcije - 1-2. del: Splošni vplivi - Vplivi požara na konstrukcije - Popravek

(1) Metode, navedene v tem 1-2. delu EN 1991, se uporabljajo za stavbe in se nanašajo na požarno obtežbo v povezavi s stavbo in uporabniki (namembnostjo).
(2) Ta 1-2. del EN 1991 obravnava toplotne in mehanske vplive na konstrukcijo, izpostavljeno požaru. Namenjen je uporabi skupaj z deli standarda EN 1992 do EN 1996 in EN 1999 za požarno projektiranje, v katerih so navedena pravila za projektiranje konstrukcij z zahtevano požarno odpornostjo.
(3) Ta 1-2. del EN 1991 obravnava toplotne vplive, odvisne od nazivno in fizikalno določenih toplotnih učinkov. Več podatkov in modelov fizikalnega določanja toplotnih vplivov je navedenih v dodatkih.
(4) Ta 1-2. del EN 1991 razlaga splošna načela in pravila o uporabi v povezavi s toplotnimi in mehanskimi vplivi, ki naj se uporabijo v povezavi z EN 1990, EN 1991-1-1, EN 1991-1-3 in EN 1991-1-4.
(5) Ta dokument ne obsega ocene poškodbe konstrukcije po požaru.

General Information

Status
Withdrawn
Publication Date
05-Feb-2013
Withdrawal Date
13-Apr-2025
ICS
13.220.50 - Fire-resistance of building materials and elements
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
9960 - Withdrawal effective - Withdrawal
Start Date
20-Mar-2024
Completion Date
14-Apr-2025
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 1991-1-2:2004/AC:2013 - Eurocode 1: Actions on structures - Part 1-2: General actions - Actions on structures exposed to fire

Relations

Replaced By
EN 1991-1-2:2024 - Eurocode 1 - Actions on structures - Part 1-2: Actions on structures exposed to fire
Effective Date
08-Apr-2024
Corrects
EN 1991-1-2:2002 - Eurocode 1: Actions on structures - Part 1-2: General actions - Actions on structures exposed to fire
Effective Date
06-Feb-2013
EN 1991-1-2:2004/AC:2013EN 1991-1-2:2004/AC:2013
PreviousNext
Corrigendum
EN 1991-1-2:2004/AC:2013
English language
3 pages
sale 10% off
Preview
sale 10% off
Preview
e-Library read for
1 day

Frequently Asked Questions

EN 1991-1-2:2002/AC:2013 is a corrigendum published by the European Committee for Standardization (CEN). Its full title is "Eurocode 1: Actions on structures - Part 1-2: General actions - Actions on structures exposed to fire". This standard covers: TC - Modifications to "National annex for EN 1991-1-2", 1.6, Annex A, B.2, B.4.1 and B.4.2.

TC - Modifications to "National annex for EN 1991-1-2", 1.6, Annex A, B.2, B.4.1 and B.4.2.

EN 1991-1-2:2002/AC:2013 is classified under the following ICS (International Classification for Standards) categories: 13.220.50 - Fire-resistance of building materials and elements; 91.010.30 - Technical aspects. The ICS classification helps identify the subject area and facilitates finding related standards.

EN 1991-1-2:2002/AC:2013 has the following relationships with other standards: It is inter standard links to EN 1991-1-2:2024, EN 1991-1-2:2002. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.

EN 1991-1-2:2002/AC:2013 is associated with the following European legislation: EU Directives/Regulations: 305/2011, 89/106/EEC; Standardization Mandates: M/265, M/BC/CEN/89/11. When a standard is cited in the Official Journal of the European Union, products manufactured in conformity with it benefit from a presumption of conformity with the essential requirements of the corresponding EU directive or regulation.

You can purchase EN 1991-1-2:2002/AC:2013 directly from iTeh Standards. The document is available in PDF format and is delivered instantly after payment. Add the standard to your cart and complete the secure checkout process. iTeh Standards is an authorized distributor of CEN standards.

Standards Content (Sample)


2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Evrokod 1: Vplivi na konstrukcije - 1-2. del: Splošni vplivi - Vplivi požara na konstrukcije - PopravekEurocode 1 - Einwirkungen auf Tragwerke - Teil 1-2: Allgemeine Einwirkungen - Brandeinwirkungen auf TragwerkeEurocode 1: Actions sur les structures au feu - Partie 1-2: Actions générales - Actions sur les structures exposéesEurocode 1: Actions on structures - Part 1-2: General actions - Actions on structures exposed to fire91.010.30Technical aspects13.220.50Požarna odpornost gradbenih materialov in elementovFire-resistance of building materials and elementsICS:Ta slovenski standard je istoveten z:EN 1991-1-2:2002/AC:2013SIST EN 1991-1-2:2004/AC:2013en,fr,de01-julij-2013SIST EN 1991-1-2:2004/AC:2013SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1991-1-2:2002/AC
February 2013
Février 2013
Februar 2013 ICS 91.010.30; 13.220.50 English version Version Française Deutsche Fassung
Eurocode 1: Actions on structures - Part 1-2: General actions - Actions on structures exposed to fire
Eurocode 1: Actions sur les structures au feu - Partie 1-2: Actions générales - Actions sur les structures exposées
Eurocode 1 - Einwirkungen auf Tragwerke - Teil 1-2: Allgemeine Einwirkungen - Brandeinwirkungen auf Tragwerke This corrigendum becomes effective on 6 February 2013 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 6 février 2013 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 6. Februar 2013 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 © 2013 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
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.

Loading comments...

기사 제목: EN 1991-1-2:2002/AC:2013 - Eurocode 1: 구조물에 가해지는 영향 - 제1-2부: 일반적인 영향 - 화재에 노출된 구조물에 가해지는 영향 기사 내용: TC - "EN 1991-1-2에 대한 국가 부록"의 수정사항에 대해 다루고 있으며, 수정사항은 1.6, 부록 A, B.2, B.4.1 및 B.4.2와 관련이 있다. 구체적인 변경 내용에 대한 자세한 정보는 제공되지 않았다.

記事タイトル：EN 1991-1-2:2002/AC:2013-ユーロコード1：構造物への作用-パート1-2：一般的な作用-火災にさらされた構造物への作用 記事内容：TC-「EN 1991-1-2の国家付録」の修正について議論しています。修正内容は、1.6、付録A、B.2、B.4.1、およびB.4.2に関連しています。具体的な変更内容についての詳細は提供されていません。

記事のタイトル：EN 1991-1-2：2002 / AC：2013 - Eurocode 1：構造物における作用-Part 1-2：一般的な作用-焼火による作用の構造物 記事の内容：TC-「EN 1991-1-2の国別付録」1.6、別紙A、B.2、B.4.1、およびB.4.2に関する修正について述べています。

제목: EN 1991-1-2:2002/AC:2013 - 유럽코드 1: 구조물에 가해지는 하중 - 일반적인 하중 - 화재에 노출된 구조물에 가해지는 하중 내용: TC - "EN 1991-1-2에 대한 국가 부록"의 1.6, 부록 A, B.2, B.4.1 및 B.4.2에 대한 수정 사항을 다루고 있습니다.

The article discusses modifications made to the "National annex for EN 1991-1-2" regarding Eurocode 1: Actions on structures exposed to fire. Specifically, the modifications are related to sections 1.6, Annex A, B.2, B.4.1, and B.4.2. Further details about the specific changes are not provided.

The article discusses modifications made to the "National annex for EN 1991-1-2" in relation to EN 1991-1-2:2002/AC:2013, also known as Eurocode 1: Actions on structures - Part 1-2: General actions - Actions on structures exposed to fire. The modifications specifically address sections 1.6, Annex A, B.2, B.4.1, and B.4.2 of the national annex.

This May Also Interest You

CEN
EN 1995-1-2:2025(Main)
Eurocode 5 - Design of timber structures - Part 1-2: Structural fire design
kSIST FprEN 1995-1-2:2025

1.1   Scope of EN 1995-1-2
(1) This document deals with the design of timber structures for the accidental situation of fire exposure and it is intended to be used in conjunction with EN 1995-1-1 and EN 1991-1-2.
This document only identifies differences from, or supplements to, normal temperature design.
(2) This document applies to timber structures required to fulfil a loadbearing function, separating function or both.
(3) This document gives principles and application rules for the design of structures for specified requirements in respect of the aforementioned functions and the levels of performance.
(4) This document applies to structures, or parts of structures, that are within the scope of EN 1995-1-1 and are designed accordingly.
(5) The methods given in this document are applicable to all products covered by European technical product specifications made reference to in this document.
1.2   Assumptions
(1) In addition to the general assumptions of EN 1990, the following assumptions apply:
-   the choice of the relevant design fire scenario is made by appropriate qualified and experienced personnel, or is given by the relevant national regulation;
-   any fire protection measure taken into account in the design will be adequately maintained.

  • Draft
    180 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1996-1-2:2024(Main)
Eurocode 6 - Design of masonry structures - Part 1-2: Structural fire design
kSIST FprEN 1996-1-2:2024

1.1   Scope of prEN 1996-1-2
(1) This document gives rules for the design of masonry structures for the accidental situation of fire exposure. This document only identifies differences from, or supplements to, normal temperature design.
(2) This document applies to structures, or parts of structures, that are within the scope of EN 1996-1-1 or EN 1996-3 and are designed accordingly.
(3) This document gives rules for the design of structures for specified requirements in respect of the aforementioned functions and the levels of performance.
(5) This document does not cover masonry built with natural stone units according to EN 771-6.
(6) This document deals with:
-   non-loadbearing internal walls;
-   non-loadbearing external walls;
-   loadbearing internal walls with separating or non-separating functions;
-   loadbearing external walls with separating or non-separating functions.
1.2   Assumptions
(1) The assumptions of EN 1990 and EN 1996-1-1 apply to this document.
(2) This document is intended to be used together with EN 1990, EN 1991-1-2, EN 1996-1-1, EN 1996 2 and EN 1996-3.
(3) In addition to the general assumptions of EN 1990 and EN 1996-1-1, the following assumptions apply:
-   the choice of the relevant design fire scenario is made by appropriate qualified and experienced personnel, or is given by the relevant national regulation;
-   any fire protection measure taken into account in the design will be adequately maintained.

  • Draft
    87 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1993-1-2:2024(Main)
Eurocode 3 - Design of steel structures - Part 1-2: Structural fire design
kSIST FprEN 1993-1-2:2023

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:
-   the choice of the relevant design fire scenario is made by appropriate qualified and experienced personnel, or is given by the relevant national regulation;
-   any fire protection measure taken into account in the design will be adequately maintained.

  • Standard
    97 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1991-1-2:2024(Main)
Eurocode 1 - Actions on structures - Part 1-2: Actions on structures exposed to fire
kSIST FprEN 1991-1-2:2023

1.1   Scope of EN 1991 1 2
(1)   The methods given in this Eurocode are applicable to buildings and civil engineering works, with a fire load related to the building and its occupancy.
(2)   EN 1991 1 2 deals with thermal and mechanical actions on structures exposed to fire. It is intended to be used in conjunction with the fire design Parts of EN 1992 to EN 1996 and EN 1999 which give rules for designing structures for fire resistance.
(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.
(5)   EN 1991 1 2 does not cover supplementary requirements concerning, for example:
-   the possible installation and maintenance of sprinkler systems;
-   conditions on occupancy of building or fire compartment;
-   the use of approved insulation and coating materials, including their maintenance.
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.

  • Standard
    75 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1999-1-2:2023(Main)
Eurocode 9 - Design of aluminium structures - Part 1-2: Structural fire design
kSIST FprEN 1999-1-2:2022

1.1   Scope of EN 1999-1-2
(1)   EN 1999-1-2 deals with the design of aluminium structures for the accidental situation of fire exposure and is intended to be used in conjunction with EN 1999-1-1, EN 1999-1-2, EN 1999-1-3, EN 1999-1-4 and EN 1999-1-5. This document only identifies differences from, or supplements to, normal temperature design.
(2)   EN 1999-1-2 applies to aluminium structures required to fulfil a load bearing function.
(3)   EN 1999-1-2 gives principles and application rules for the design of structures for specified requirements in respect of the aforementioned function and the levels of performance.
(4)   EN 1999-1-2 applies to structures, or parts of structures, that are within the scope of EN 1999 1 1 and are designed accordingly.
(5)   The methods given in EN 1999-1-2 are applicable to the following aluminium alloys:
EN AW-3004 - H34   EN AW-5083 - O and H12   EN AW-6063 - T5 and T6
EN AW-5005  -  O and H34   EN AW-5454 - O and H34   EN AW-6082 - T4 and T6
EN AW-5052  - H34      EN AW-6061 - T6   
(6)   The methods given in EN 1999-1-2 are applicable also to other aluminium alloy/tempers of EN 1999 1-1, if reliable material properties at elevated temperatures are available or the simplified assumptions in 5.2.1 are applied.
1.2   Assumptions
(1)   In addition to the general assumptions of EN 1990, the following assumptions apply:
-   the choice of the relevant design fire scenario is made by appropriate qualified and experienced personnel, or is given by the relevant national regulation.
-   any active and passive fire protection systems taken into account in the design will be adequately maintained.
(2)   For the design of new structures, EN 1999 is intended to be used, for direct application, together with EN 1990, EN 1991, EN 1992, EN 1993, EN 1994, EN 1995, EN 1997, EN 1998 and EN 1999.
(3)   EN 1999 is intended to be used in conjunction with:
-   European Standards for construction products relevant for aluminium structures
-   EN 1090-1, Execution of steel structures and aluminium structures - Part 1: Requirements for conformity assessment of structural components
-   EN 1090-3, Execution of steel structures and aluminium structures - Part 3: Technical requirements for aluminium structures

  • Standard
    55 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1994-1-2:2005/A1:2014(Amendment)
Eurocode 4 - Design of composite steel and concrete structures - Part 1-2: General rules - Structural fire design
SIST EN 1994-1-2:2006/A1:2014

Supplementary to Part 1-1. Additional and varied rules to be used for the design of composite structures which are required to avoid premature structural collapse and to limit the spread of fire in the accidental situation of exposure to fire.

  • Amendment
    4 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1994-1-2:2005/AC:2008(Corrigendum)
Eurocode 4 - Design of composite steel and concrete structures - Part 1-2: General rules - Structural fire design
SIST EN 1994-1-2:2006/AC:2008

TC - Correction of references in national annexes, typographical improvement, change of equation in 4.3.5.1 and Annex C and E.2, designation in Table D.6 corrected
2013: Originator of XML version: first setup pilot of CCMC in 2012

  • Corrigendum
    3 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1994-1-2:2005(Main)
Eurocode 4 - Design of composite steel and concrete structures - Part 1-2: General rules - Structural fire design
SIST EN 1994-1-2:2006

Supplementary to Part 1-1. Additional and varied rules to be used for the design of composite structures which are required to avoid premature structural collapse and to limit the spread of fire in the accidental situation of exposure to fire.

  • Standard
    109 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
FprEN 1994-1-2(Main)
Eurocode 4 - Design of composite steel and concrete structures - Part 1-2: Structural fire design
kSIST FprEN 1994-1-2:2025

(1) EN 1994-1-2 gives rules for the design of steel-concrete composite structures for the accidental design situation of fire exposure. It only identifies differences from, or supplements to, rules for normal temperature design.
(2) EN 1994-1-2 only applies to structures, or parts of structures, that are within the scope of EN1994-1-1 and are designed accordingly.

  • Draft
    136 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN ISO 23696-2:2025(Main)
Water quality - Determination of nitrate in water using small-scale sealed tubes - Part 2: Chromotropic acid colour reaction (ISO 23696-2:2023)
oSIST prEN ISO 23696-2:2025

This document specifies a method for the determination of nitrate as NO3-N in water of various origin such as natural water (including groundwater, surface water and bathing water), drinking water and wastewater, in a measuring range of concentration between 0,20 mg/l and 30 mg/l of NO3-N using the small-scale sealed tube method. Different measuring ranges of small-scale sealed tube methods can be required.
The measuring ranges can vary depending on the type of the small-scale sealed tube method of different manufacturers.
It is up to the user to choose the small-scale sealed tube test with the appropriate application range or to adapt samples with concentrations exceeding the measuring range of a test by preliminary dilution.
NOTE 1   The results of a small-scale sealed tube test are most precise in the middle of the application range of the test.
Manufacturers' small-scale sealed tube methods are based on chromotropic colour reaction, depending on the typical operating procedure of the small-scale sealed tube used, see Clause 9.
NOTE 2      Laws, regulations or standards can require that the data is expressed as NO3 after conversion with the stoichiometric conversion factor 4,426 81 in Clause 11.
NOTE 3   In the habitual language, use of sewage treatment and on the displays of automated sealed-tube test devices, NO3 without indication of the negative charge has become the common notation for the parameter nitrate and especially for the parameter nitrate-N. This notation is adopted in this document even though not being quite correct chemical nomenclature.

  • Draft
    13 pages
    English language
    sale 10% off
    e-Library read for
    1 day