SIST EN 1991-1-1:2004/AC:2009
(Corrigendum)Eurocode 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings
Eurocode 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings
TC - Modifications in mother reference version, i.e. in the Foreword, Subclauses 3.3.2, 6.2.2, 6.3.1.2, 6.3.4.1 and 6.4 and Tables A.2, A.5, A.7 and A.9.
Eurocode 1: Einwirkungen auf Tragwerke - Teil 1-1: Wichten, Eigengewicht und Nutzlasten im Hochbau
Eurocode 1: Actions sur les structures - Partie 1-1: Actions générales - Poids volumiques, poids propres, charges d'exploitation bâtiments
Eurocode 1: Vplivi na konstrukcije - 1-1. del: Splošni vplivi - Gostote, lastna teža, koristne obtežbe stavb
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Eurocode 1: Vplivi na konstrukcije - 1-1. del: Splošni vplivi - Gostote, lastna teža, koristne obtežbe stavbEurocode 1: Einwirkungen auf Tragwerke - Teil 1-1: Wichten, Eigengewicht und Nutzlasten im HochbauEurocode 1: Actions sur les structures - Partie 1-1: Actions générales - Poids volumiques, poids propres, charges d'exploitation bâtimentsEurocode 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings91.040.01Stavbe na splošnoBuildings in general91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1991-1-1:2002/AC:2009SIST EN 1991-1-1:2004/AC:2009en,fr01-junij-2009SIST EN 1991-1-1:2004/AC:2009SLOVENSKI
STANDARD
SIST EN 1991-1-1:2004/AC:2009
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1991-1-1:2002/AC
March 2009
Mars 2009
März 2009 ICS 91.010.30 English version Version Française Deutsche Fassung
Eurocode 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings
Eurocode 1: Actions sur les structures - Partie 1-1: Actions générales - Poids volumiques, poids propres, charges d'exploitation bâtiments
Eurocode 1: Einwirkungen auf Tragwerke -Teil 1-1: Wichten, Eigengewicht und Nutzlasten im Hochbau 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
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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 1991-1-1:2002/AC:2009 D/E/FSIST EN 1991-1-1:2004/AC:2009
EN 1991-1-1:2002/AC:2009 (E) 2 1 Modification to Foreword Page 7, 'National annex for EN 1991-1-1', replace the list of allowed national choices with the following: " - 2.2(3), - 5.2.3(1) to 5.2.3(5), - 6.3.1.1(1)P (Table 6.1), - 6.3.1.2(1)P (Table 6.2), - 6.3.1.2(10) & (11), - 6.3.2.2(1)P (Table 6.4), - 6.3.3.2(1) (Table 6.8), - 6.3.4.2(1) (Table 6.10)
- 6.4(1) (Table 6.12) " 2 Modification to Subclause 3.3.2
Page 15, Paragraph ‘(1)’, delete: “ (1) On roofs, imposed loads, and snow loads or wind actions should not be applied together simultaneously. ” and replace with: “ (1) On roofs (particularly for category H roofs), imposed loads, need not be applied in combination with either snow loads and/or wind actions. ” 3 Modification to Subclause 6.2.2 Page 19, delete Paragraph ‘(1)’ and replace with the following: " (1) For the design of columns and walls, the imposed load should be placed at all unfavourable locations. SIST EN 1991-1-1:2004/AC:2009
EN 1991-1-1:2002/AC:2009 (E) 3 NOTE The National Annex may introduce further simplifying rules. It is recommended that the maximum axial force may be calculated assuming the total imposed load on the floor of each story to be uniformly di
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