EN 1996-1-1:2005/AC:2009
(Corrigendum)Eurocode 6 - Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structures
Eurocode 6 - Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structures
TC - Modifications in the E mother reference version in "Links between Eurocodes and...", in "National annex for EN 1996-1-1", in Clauses 1 to 8 and in Annexes C, E, G and H.
2013: Originator of XML version: first setup pilot of CCMC in 2012
Eurocode 6 - Bemessung und Konstruktion von Mauerwerksbauten - Teil 1-1: Allgemeine Regeln für bewehrtes und unbewehrtes Mauerwerk
Eurocode 6 : Calcul des ouvrages en maçonnerie - Partie 1-1: Règles générales pour ouvrages en maçonnerie armée et non armée
Evrokod 6: Projektiranje zidanih konstrukcij - 1-1. del: Splošna pravila za armirano in nearmirano zidovje
General Information
Relations
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Evrokod 6: Projektiranje zidanih konstrukcij - 1-1. del: Splošna pravila za armirano in nearmirano zidovjeEurocode 6 - Bemessung und Konstruktion von Mauerwerksbauten - Teil 1-1: Allgemeine Regeln für bewehrtes und unbewehrtes MauerwerkEurocode 6 : Calcul des ouvrages en maçonnerie - Partie 1-1: Règles générales pour ouvrages en maçonnerie armée et non arméeEurocode 6 - Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structures91.080.30Zidane konstrukcijeMasonry91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1996-1-1:2005/AC:2009SIST EN 1996-1-1:2006/AC:2009en,fr,de01-november-2009SIST EN 1996-1-1:2006/AC:2009SLOVENSKI
STANDARD
SIST EN 1996-1-1:2006/AC:2009
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1996-1-1:2005/AC
July 2009
Juillet 2009
Juli 2009 ICS 91.010.30; 91.080.30 English version Version Française Deutsche Fassung
Eurocode 6 - Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structures
Eurocode 6 : Calcul des ouvrages en maçonnerie - Partie 1-1: Règles générales pour ouvrages en maçonnerie armée et non armée
Eurocode 6 - Bemessung und Konstruktion von Mauerwerksbauten - Teil 1-1: Allgemeine Regeln für bewehrtes und unbewehrtes Mauerwerk This corrigendum becomes effective on 29 July 2009 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 29 juillet 2009 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 29.Juli 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 1996-1-1:2005/AC:2009 D/E/FSIST EN 1996-1-1:2006/AC:2009
EN 1996-1-1:2005/AC:2009 (E) 2 1) Modification to "Links between Eurocodes and harmonised technical specifications (ENs and ETAs) for products" Page 10, title of “Part 1-1”, add “structures” as follows: “Part 1-1: General Rules for reinforced and unreinforced masonry structures”. 2) Modification to “National Annex for EN 1996-1-1” Page 11, list, replace: "— 8.5.2.2(2) Cavity walls;" with: "— 8.5.2.2(2) Cavity and veneer walls;". 3) Modification to 1.1.3 Page 12, delete the whole Subclause 1.1.3. 4) Modification to 1.2.2 Page 14, replace: "— EN ISO 1461, Hot dip galvanized coatings on fabricated iron and steel articles Specifications and test methods." with: "— prEN 10348, Steel for the reinforcement of concrete Galvanized reinforcing steel.". 5) Modification to 1.5.3.3 Page 16, replace: “the strength of masonry subjected to shear forces” with: “the strength of masonry in shear subjected to shear forces”. 6) Modification to 1.5.5.4 Page 17, replace the definition of "lightweight masonry mortar" with the following one: “designed masonry mortar with a dry hardened density equal to or below 1300 kg/m3 according to EN 998-2”. SIST EN 1996-1-1:2006/AC:2009
EN 1996-1-1:2005/AC:2009 (E) 3 7) Modifications to 1.6 Page 21, replace: "bef.l effective width of a flanged member;" with: "bef,l effective width of a L-shaped flanged member;". Page 21, replace: "bef.t effective thickness of a flanged member;" with: “bef,t effective width of a T-shaped flanged member;”. Page 22, add between the definitions of "E" and "Elongterm": "Ed design value of the load applied to a reinforced masonry member;". Page 23, definitions of "fxk1", replace "a plane of failure" with "the plane of failure" as follows: “fxk1 characteristic flexural strength of masonry having the plane of failure parallel to the bed joints;". Page 23, definitions of "fxk2", replace "a plane of failure" with "the plane of failure" as follows: "fxk2 characteristic flexural strength of masonry having the plane of failure perpendicular to the bed joints;”. Page 24, definition of "Mi", delete the comma "," in the definition as follows: "Mi end moment at node i;”. Page 25, definition of "Re", replace "stress" with "strength". Page 25, delete the line: "Ed design value of the load applied to a reinforced masonry member;". Page 25, delete the symbol and definition of "NEl": "NEl load applied by a floor;". 8) Modification to 2.3.2 Page 28, paragraph "(1)P", replace "should" with "shall" as follows: “(1)P Partial factors for actions shall be obtained from EN 1990.”. SIST EN 1996-1-1:2006/AC:2009
EN 1996-1-1:2005/AC:2009 (E) 4
...
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.