SIST EN 1995-1-2:2005/AC:2009
(Corrigendum)Eurocode 5: Design of timber structures - Part 1-2: General - Structural fire design
Eurocode 5: Design of timber structures - Part 1-2: General - Structural fire design
This European Standard incorporates by dated or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text and the publications are listed hereafter. For dated references, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references the latest edition of the publication referred to applies (including amendments).
Eurocode 5: Bemessung und Konstruktion von Holzbauten - Teil 1-2: Allgemeine Regeln - Tragwerksbemessung für den Brandfall
Eurocode 5: Conception et Calcul des structures en bois - Part 1-2: Généralités - Calcul des structures au feu
Evrokod 5: Projektiranje lesenih konstrukcij - 1-2. del: Splošna pravila - Projektiranje požarnovarnih konstrukcij
General Information
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Evrokod 5: Projektiranje lesenih konstrukcij - 1-2. del: Splošna pravila - Projektiranje požarnovarnih konstrukcijEurocode 5: Bemessung und Konstruktion von Holzbauten - Teil 1-2: Allgemeine Regeln - Tragwerksbemessung für den BrandfallEurocode 5: Conception et Calcul des structures en bois - Part 1-2: Généralités - Calcul des structures au feuEurocode 5: Design of timber structures - Part 1-2: General - Structural fire design91.080.20Lesene konstrukcijeTimber structures91.010.30Technical aspects13.220.50Požarna odpornost gradbenih materialov in elementovFire-resistance of building materials and elementsICS:Ta slovenski standard je istoveten z:EN 1995-1-2:2004/AC:2009SIST EN 1995-1-2:2005/AC:2009en,de01-junij-2009SIST EN 1995-1-2:2005/AC:2009SLOVENSKI
STANDARDSIST EN 1995-1-2:2005/AC:20061DGRPHãþD
SIST EN 1995-1-2:2005/AC:2009
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1995-1-2:2004/AC
March 2009
Mars 2009
März 2009 ICS 91.010.30; 13.220.50; 91.080.20 English version Version Française Deutsche Fassung
Eurocode 5: Design of timber structures - Part 1-2: General - Structural fire design
Eurocode 5: Conception et Calcul des structures en bois - Part 1-2: Généralités - Calcul des structures au feu
Eurocode 5: Bemessung und Konstruktion von Holzbauten - Teil 1-2: Allgemeine Regeln - Tragwerksbemessung für den Brandfall 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
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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 1995-1-2:2004/AC:2009 D/E/FSIST EN 1995-1-2:2005/AC:2009
EN 1995-1-2:2004/AC:2009 (E) 2 1.2 Normative references
Paragraph (1)P, delete:
" EN 520 Gypsum plasterboards - Specifications - Test methods "
and replace with:
" EN 520 Gypsum plasterboards – Definitions, requirements and test methods "
2.4.2 Member analysis
Paragraph (3), delete:
" ψfi is the combination factor for frequent values of variable actions in the fire situation, given either by ψ1,1 or ψ2,1, see EN 1991-1-2:2002; "
and replace with:
" ψfi is the combination factor for frequent values of variable actions in the fire situation, given either by ψ1,1 or ψ2,1, see EN 1991-1-1; "
3.4.2 Surfaces unprotected throughout the time of fire exposure
Paragraph (5), delete:
" For surfaces of timber, unprotected throughout the time of fire exposure, design charring rates β0 and βn are given in table 3.1. "
and replace with:
" For surfaces of timber and wood-based materials, unprotected throughout the time of fire exposure, design charring rates β0 and βn are given in table 3.1. "
5.2 Analysis of load-bearing function
Paragraph (1), delete:
" (1) Non-separating load-bearing constructions shall be designed for fire exposure on both sides at the same time. "
SIST EN 1995-1-2:2005/AC:2009
EN 1995-1-2:2004/AC:2009 (E) 3 and replace with:
" (1)P Non-separating load-bearing constructions shall be designed for fire exposure on both sides at the same time. "
6.2.2.1 Unprotected connections
Paragraph (1), modify to read as follows:
"(1) The rules for bolts and dowels are valid where the thickness of the side plate is equal or greater than t1, in mm:".
Paragraph (3), modify to read as follows:
" The design fire resistance of the unprotected connection loaded by the design effect of actions in the fire situation, see 2.4.1, should be taken as: fi0modM
...
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