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EN 1990:2002/A1:2005/AC:2010

(Corrigendum)

Eurocode - Basis of structural design

Eurocode - Basis of structural design

TC - Modifications to the E reference version of the amendment EN 1990:2002/A1/2005 and containing the modifications of the replaced corrigendum EN 1990:2002/A1:2005/AC:2008: modifications to many clauses and subclauses and addition of a new Annex A2 in EN 1990:2002.

Eurocode: Grundlagen der Tragwerksplanung

Eurocodes structuraux - Bases de calcul des structures

Evrokod - Osnove projektiranja

EN 1990 vzpostavlja načela in zahteve za varnost, uporabnost in vzdržljivost konstrukcij, opisuje osnove za njihovo načrtovanje in potrditev ter podaja vodila za s tem povezane vidike strukturne zanesljivosti. EN 1990 je namenjen za uporabo skupaj z od EN 1991 do EN 1999, za projektiranje zgradb in civilnih inženirskih del, vključno z geotehničinimi vidiki, strukturnim načrtom v primeru ognja, situacijami, ki vključujejo potrese, izvedbo in začasne konstrukcije. OPOMBA: Za načrtovanje posebnih konstrukcijskih del (npr. jedrske postavitve, jezovi itd.), so lahko potrebne druge določbe, kot so tiste v od EN 1990 do EN 1999. EN 1990 velja za projektiranje, kjer so vključeni drugi materiali ali druga dejanja, ki so zunaj obsega od EN 1991 do EN 1999. EN 1990 velja za strukturno presojo obstoječih konstrukcij, pri razvoju načrta popravil in sprememb ali pri ocenitvi sprememb uporabe.

General Information

Status
Withdrawn
Publication Date
20-Apr-2010
Withdrawal Date
21-Mar-2023
ICS
91.010.30 - Technical aspects
Technical Committee
CEN/TC 250 - Structural Eurocodes
Drafting Committee
CEN/TC 250 - Structural Eurocodes
Current Stage
Directive
2016/797/EU - Directive (EU) 2016/797 of the European Parliament and of the Council of 11 May 2016 on the interoperability of the rail system within the European Union (Text with EEA relevance)
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 1990:2004/A1:2006/AC:2010 - Eurocode - Basis of structural design

Relations

Replaces
EN 1990:2002/A1:2005/AC:2008 - Eurocode - Basis of structural design
Effective Date
24-Apr-2010
Replaced By
EN 1990:2023 - Eurocode - Basis of structural and geotechnical design
Effective Date
29-Mar-2023
Corrects
EN 1990:2002/A1:2005 - Eurocode - Basis of structural design
Effective Date
16-Jan-2010
Corrects
EN 1990:2002 - Eurocode - Basis of structural design
Effective Date
12-Dec-2009

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EN 1990:2004/A1:2006/AC:2010EN 1990:2004/A1:2006/AC:2010
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EN 1990:2004/A1:2006/AC:2010
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Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Evrokod - Osnove projektiranjaEurocode: Grundlagen der TragwerksplanungEurocodes structuraux - Eurocodes: Bases de calcul des structuresEurocode - Basis of structural design91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1990:2002/A1:2005/AC:2010SIST EN 1990:2004/A1:2006/AC:2010en,fr,de01-september-2010SIST EN 1990:2004/A1:2006/AC:2010SLOVENSKI
STANDARDSIST EN 1990:2004/A1:2006/AC:20091DGRPHãþD



SIST EN 1990:2004/A1:2006/AC:2010



EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1990:2002/A1:2005/AC
April 2010
Avril 2010
April 2010 ICS 91.010.30 English version Version Française Deutsche Fassung
Eurocode - Basis of structural design
Eurocodes structuraux - Eurocodes: Bases de calcul des structures
Eurocode: Grundlagen der Tragwerksplanung This corrigendum becomes effective on 21 April 2010 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 21 avril 2010 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 21.April 2010 zur Einarbeitung in die drei offiziellen Sprachfassungen der ENin 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 1990:2002/A1:2005/AC:2010 D/E/FSIST EN 1990:2004/A1:2006/AC:2010



EN 1990:2002/A1:2005/AC:2010 (E) 2 Notice The present corrigendum contains the modifications from the former corrigendum
EN 1990:2002/A1:2005/AC:2008. SIST EN 1990:2004/A1:2006/AC:2010



EN 1990:2002/A1:2005/AC:2010 (E) 3 1) Modification to the very beginning of the amendment Very beginning of EN 1990:2002/A1:2005, just after the Foreword and before Annex A2, add the following pages containing the new modifications going from Modifications 1) [for Modifications to "Background of the Eurocode programme"] until Modifications 17) [for Modifications to A1.4.1]: SIST EN 1990:2004/A1:2006/AC:2010



EN 1990:2002/A1:2005/AC:2010 (E) 4 1)
Modifications to "Background of the Eurocode programme" 2nd paragraph, 3rd line, replace "national rules" with "national provisions". 4th paragraph, 7th and 8th lines, replace “Council Directives 93/37/EEC, 92/50/EEC and 89/440/EEC” with “Council Directives 2004/17/EC and 2004/18/EC”. 2)
Modifications to "Status and field of application of Eurocodes" 2nd paragraph, 5th and 6th lines, after “product standards”, add “and ETAGs”. 3rd paragraph, 2nd line, replace “component” with “parts of works and structural construction”. 3)
Modifications to "Links between Eurocodes and harmonised technical specifications (ENs and ETAs) for products" 2nd line, replace “technical rules” with “technical provisions”. 3rd line, replace “refer to” with “use the”. 4)
Modifications to "National annex for EN 1990" 2nd paragraph, replace: "National choice is allowed in EN 1990 through :" with: “National choice is allowed in EN 1990 Annex A1 through;”. After A.1.4.2(2), add: “National choice is allowed in EN 1990 Annex A2 through: General clauses Clause Item A2.1 (1) NOTE 3 Use of Table 2.1 : Design working life A2.2.1(2) NOTE 1 Combinations involving actions which are outside the scope of EN 1991 A2.2.6(1) NOTE 1 Values of ψ factors A2.3.1(1) Alteration of design values of actions for ultimate limit states A2.3.1(5) Choice of Approach 1, 2 or 3 A2.3.1(7) Definition of forces due to ice pressure A2.3.1(8) Values of γP factors for prestressing actions where not specified in the relevant design Eurocodes A2.3.1 Table A2.4(A) NOTES 1 and 2 Values of γ factors A2.3.1 Table A2.4(B) - NOTE 1 : choice between 6.10 and 6.10a/b - NOTE 2 : Values of γ
and ξ factors - NOTE 4 : Values of γSd
SIST EN 1990:2004/A1:2006/AC:2010



EN 1990:2002/A1:2005/AC:2010 (E) 5
A2.3.1 Table A2.4(C) Values of γ factors A2.3.2(1) Design values in Table A2.5 for accidental designs situations, design values of accompanying variable actions and seismic design situations A2.3.2 Table A2.5 NOTE
Design values of actions A2.4.1(1) NOTE 1 (Table A2.6) NOTE 2
Alternative γ values for traffic actions for the serviceability limit state Infrequent combination of actions A2.4.1(2) Serviceability requirements and criteria for the calculation of deformations
Clauses specific for road bridges Clause Item A2.2.2 (1) Reference to the infrequent combination of actions A2.2.2(3) Combination rules for special vehicles A2.2.2(4) Combination rules for snow loads and traffic loads A2.2.2(6) Combination rules for wind and
...

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1.1.1   General
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Figure 1.2 - Stiffening of openings in beam webs
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Eurocode 2 - Design of concrete structures - Part 1-1: General rules and rules for buildings, bridges and civil engineering structures
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1.1    Scope of FprEN 1992-1-1
(1)   This document gives the general basis for the design of structures in plain, reinforced and prestressed concrete made with normal weight, lightweight and heavyweight aggregates. It gives specific rules for buildings, bridges and civil engineering structures, including temporary structures; additional requirements specific to bridges are given in Annex K. The rules are valid under temperature conditions between −40 °C and +100 °C generally. This document complies with the principles and requirements for the safety, serviceability, durability and robustness of structures, the basis of their design and verification that are given in EN 1990.
(2)   This document is only concerned with the requirements for resistance, serviceability, durability, robustness and fire resistance of concrete structures. Other requirements, e.g. concerning thermal or sound insulation, are not considered.
(3)    This document does not cover:
-   resistance to fire (see EN 1992 1 2);
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-   seismic design (see EN 1998 (all parts));
-   particular aspects of special types of civil engineering works (such as dams, pressure vessels);
-   structures made with no-fines concrete, aerated or cellular concrete, lightweight aggregate concrete with open structure components;
-   structures containing steel sections considered in design (see EN 1994 (all parts)) for composite steel and concrete structures;
-   structural parts made of concrete with a smallest value of the upper sieve aggregate size Dlower < 8 mm (or if known Dmax < 8 mm) unless otherwise stated in this Eurocode.
1.2   Assumptions
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