SIST EN 1993-1-2:2005/AC:2009

Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design

TC - Editorial and/or technical modifications in the whole text of the mother reference version.

Eurocode 3: Bemessung und Konstruktion von Stahlbauten - Teil 1-2: Allgemeine Regeln - Tragwerksbemessung für den Brandfall

Eurocode 3 - Calcul des structures en acier - Partie 1-2 : Règles générales - Calcul du comportement au feu

Evrokod 3: Projektiranje jeklenih konstrukcij - 1-2. del: Splošna pravila - Požarnoodporno projektiranje

General Information

• Status: Published
• Publication Date: 04-May-2009
• ICS: 13.220.01 - Protection against fire in general
• ICS: 91.010.30 - Technical aspects
• ICS: 91.080.13 - Steel structures
• Technical Committee: KON - Structures
• Current Stage: 6060 - National Implementation/Publication (Adopted Project)
• Start Date: 25-Mar-2009
• Due Date: 30-May-2009
• Completion Date: 05-May-2009
• Directive: 89/106/EEC - Construction products
• Directive: TP001 - Pravilnik o mehanski odpornosti in stabilnosti objektov
• Directive: TP237 - Pravilnik o spodnjem ustroju železniških prog
• 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
• Mandate: 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: EN 1993-1-2:2005/AC:2009 - Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design

Relations

• Replaces: SIST EN 1993-1-2:2005/AC:2006 - Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design
• Effective Date: 01-Jun-2009
• Replaced By: SIST EN 1993-1-2:2024 - Eurocode 3 - Design of steel structures - Part 1-2: Structural fire design
• Effective Date: 01-Jul-2024
• Corrects: SIST EN 1993-1-2:2005 - Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design
• Effective Date: 01-Jun-2009

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Evrokod 3: Projektiranje jeklenih konstrukcij - 1-2. del: Splošna pravila - Požarnoodporno projektiranjeEurocode 3: Bemessung und Konstruktion von Stahlbauten - Teil 1-2: Allgemeine Regeln - Tragwerksbemessung für den BrandfallEurocode 3 - Calcul des structures en acier - Partie 1-2 : Règles générales - Calcul du comportement au feuEurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design91.080.10Kovinske konstrukcijeMetal structures91.010.30Technical aspects13.220.50Požarna odpornost gradbenih materialov in elementovFire-resistance of building materials and elementsICS:Ta slovenski standard je istoveten z:EN 1993-1-2:2005/AC:2009SIST EN 1993-1-2:2005/AC:2009en01-junij-2009SIST EN 1993-1-2:2005/AC:2009SLOVENSKI
STANDARDSIST EN 1993-1-2:2005/AC:20061DGRPHãþD



SIST EN 1993-1-2:2005/AC:2009



EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1993-1-2:2005/AC
March 2009
Mars 2009
März 2009 ICS 13.220.50; 91.010.30; 91.080.10 English version Version Française Deutsche Fassung
Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design
Eurocode 3 - Calcul des structures en acier - Partie 1-2 : Règles générales - Calcul du comportement au feu
Eurocode 3: Bemessung und Konstruktion von Stahlbauten - Teil 1-2: Allgemeine Regeln - Tragwerksbemessung für den Brandfall This corrigendum becomes effective on 18 March 2009 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 18 mars 2009 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 18.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 1993-1-2:2005/AC:2009 D/E/FSIST EN 1993-1-2:2005/AC:2009



EN 1993-1-2:2005/AC:2009 (E) 2 Modifications due to EN 1993-1-2:2005/AC:2005 1) Modifications to Subclauses 2.1.1, 2.4.1 and 4.2.1 The corrections are to add a “P” after the clause number and replace "should" with "shall" where appropriate. The corrections are underlined as shown.
‘2.1.1
Basic requirements’ "(1)P Where mechanical resistance in the case of fire is required, steel structures shall be designed and constructed in such a way that they maintain their load bearing function during the relevant fire exposure." ‘2.4.1
General’ "(2)P It shall be verified that, during the relevant duration of fire exposure
t :" ‘4.2.1 General’ "(1)P The load-bearing function of a steel member shall be assumed to be maintained after a time
t
in a given fire if:" Modifications due to EN 1993-1-2:2005/AC:2009 2) Modification to Subclause 1.2 Delete:
" EN 10155
Structural steels with improved atmospheric corrosion resistance - Technical delivery conditions; ". 3) Modifications to Subclause 1.6 Change the dimension of Ap "[m2]" into: "[m2/m]". Change th
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