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CEN

EN 1992-1-1:2004/AC:2010

(Corrigendum)

Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings

Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings

General rules for the structural design of buildings and civil engineering works in reinforced and prestressed concrete made with normal and lightweight aggregates, plain or lightly reinforced concrete and precast concrete for the design of reinforced concrete components with unbonded tendons.

Eurocode 2: Bemessung und Konstruktion von Stahlbeton- und Spannbetontragwerken - Teil 1-1: Allgemeine Bemessungsregeln und Regeln für den Hochbau

Eurocode 2: Calcul des structures en béton - Partie 1-1: Règles générales et règles pour les bâtiments

Evrokod 2: Projektiranje betonskih konstrukcij - 1-1. del: Splošna pravila in pravila za stavbe

Evrokod 2 velja za projektiranje stavb in gradbeniška dela iz navadnega, armiranega in prednapetega betona. Je v skladu z načeli in zahtevami za varnost in uporabnost objektov ter osnovo njihovega projektiranja in preverjanja, podanimi v EN 1990: osnove projektiranja.

General Information

Status
Withdrawn
Publication Date
09-Nov-2010
Withdrawal Date
21-Nov-2023
ICS
91.010.30 - Technical aspects
91.080.40 - Concrete structures
Technical Committee
CEN/TC 250 - Structural Eurocodes
Drafting Committee
CEN/TC 250/SC 2 - Eurocode 2: Design of concrete structures
Current Stage
Directive
305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
89/106/EEC - Construction products
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
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
SIST EN 1992-1-1:2005/AC:2011 - Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings

Relations

Replaces
EN 1992-1-1:2004/AC:2008 - Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings
Effective Date
08-Jun-2010
Replaced By
EN 1992-1-1:2023 - Eurocode 2 - Design of concrete structures - Part 1-1: General rules and rules for buildings, bridges and civil engineering structures
Effective Date
29-Nov-2023
Corrects
EN 1992-1-1:2004 - Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings
Effective Date
08-Jun-2010

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EN 1992-1-1:2005/AC:2011EN 1992-1-1:2005/AC:2011
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EN 1992-1-1:2005/AC:2011
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Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Evrokod 2: Projektiranje betonskih konstrukcij - 1-1. del: Splošna pravila in pravila za stavbeEurocode 2: Bemessung und Konstruktion von Stahlbeton- und Spannbetontragwerken - Teil 1-1: Allgemeine Bemessungsregeln und Regeln für den HochbauEurocode 2: Calcul des structures en béton - Partie 1-1: Règles générales et règles pour les bâtimentsEurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings91.080.40Betonske konstrukcijeConcrete structures91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1992-1-1:2004/AC:2010SIST EN 1992-1-1:2005/AC:2011en,fr,de01-februar-2011SIST EN 1992-1-1:2005/AC:2011SLOVENSKI
STANDARDSIST EN 1992-1-1:2005/AC:20081DGRPHãþD



SIST EN 1992-1-1:2005/AC:2011



EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1992-1-1:2004/AC
November 2010
Novembre 2010
November 2010 ICS 91.080.40; 91.010.30 English version Version Française Deutsche Fassung
Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings
Eurocode 2: Calcul des structures en béton - Partie 1-1: Règles générales et règles pour les bâtiments
Eurocode 2: Bemessung und Konstruktion von Stahlbeton- und Spannbetontragwerken - Teil 1-1: Allgemeine Bemessungsregeln und Regeln für den Hochbau This corrigendum becomes effective on 10 November 2010 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 10 novembre 2010 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 10.November 2010 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 © 2010 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 1992-1-1:2004/AC:2010 D/E/FSIST EN 1992-1-1:2005/AC:2011



EN 1992-1-1:2004/AC:2010 (E) 2 Modifications due to EN 1992-1-1:2004/AC:2008 (as modified by EN 1992-1-1:2004/AC:2010) 1 Modifications to National annex for EN 1992-1-1 2nd paragraph, list, replace “6.8.6(2)” with “6.8.6(3)”. 2nd paragraph, list, replace “J.1(3)” with “J.1(2)”. 2 Modification to 1.2.2 Replace: “EN ISO 17760:
Permitted welding process for reinforcement” with the following: “EN ISO 17660 (all parts): Welding – Welding of reinforcing steel”. 3 Modification to 3.1.3 Table 3.1, 9th row, last column replace: “εc1(‰) = 0,7 fcm0,31 < 2,8” with the following: “εc1(‰) = 0,7 fcm0,31 ≤ 2,8”. 4 Modifications to 3.1.4
Paragraph (4), replace: “()k,tϕ∞0” with the following: “()nl,tϕ∞0”. Paragraph (4), replace: “kσ is the stress-strength ratio ()ccmftσ0…” with the following: “kσ is the stress-strength ratio ()cckftσ0, where σc is the compressive stress and fck(t0) is the characteristic concrete…”. 5 Modification to 3.2.4
Paragraph (2), Note, replace “Values of ()tykff and…” with “Values of ()tykkff= and…”. SIST EN 1992-1-1:2005/AC:2011



EN 1992-1-1:2004/AC:2010 (E) 3 6 Modification to 3.2.5 Paragraph (2)P, replace “with EN ISO 17760” with “with EN ISO 17660”. 7 Modifications to 3.2.7 Paragraph (2), replace in entry a) “sγ” with “Sγ”. Figure 3.8, replace “sγ” with “Sγ”. 8 Modification to 3.3.2
Paragraph (9) replace “10.3.2.2 applies” with “10.3.2.1 applies”. 9 Modification to 3.3.6 Figure 3.10, replace “sγ” with “Sγ”. 10 Modification to 4.4.1.3
Paragraph (4) replace “minimum cover” with “nominal cover”. 11 Modification to 5.1.1 Delete Clause (5) and renumber Paragraphs "(6)P" as "(5)P", "(7)" as "(6)" and "(8)" as "(7)". 12 Modifications to 5.2 Paragraph (5), replace: “l is the length or height [m], see (4)” with the following: “l is the length or height [m], see (6)”. Replace Figure 5.1 a2) with the following one: " SIST EN 1992-1-1:2005/AC:2011



EN 1992-1-1:2004/AC:2010 (E) 4
". 13 Modification to 5.6.3 Paragraph (2), replace “In regions of yield hinges, xu/d shall not” with “In region of yield hinges, xu/d should not”. 14 Modifications to 5.8.6 Paragraph (3), replace “Expression (3.14) and 3.2.3 (Figure 3.8)” with “Expressions (3.14) and 3.2.7 (Figure 3.8)”. Paragraph (3) replace in Expression (5.20) and in the Note “cEγ” with “CEγ”. 15 Modification to 5.8.7.1
Paragraph (2), replace “as compared with 5.8.6 (2).” with “as compared with 5.8.5 (1).”. 16 Modification to 5.8.7.3 Paragraph (1), replace “moments resulting from a linear analysis, namely:” with “moments resulting from a first order analysis, namely:”. 17 Modification to 5.8.8.1 Paragraph (1), replace “(see also 5
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