|
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
...