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EN 1993-1-9:2005/AC:2009

(Corrigendum)

Eurocode 3: Design of steel structures - Part 1-9: Fatigue

Eurocode 3: Design of steel structures - Part 1-9: Fatigue

TC - Modifications to Clauses 2, 3, 4, 5, 8 and Subclause 7.1 (including modifications from EN 1993-1-9:2005/AC:2005).
2013: Originator of XML version: first setup pilot of CCMC in 2012

Eurocode 3: Bemessung und Konstruktion von Stahlbauten - Teil 1-9: Ermüdung

Eurocode 3: Calcul des structures en acier - Partie 1-9: Fatigue

Evrokod 3: Projektiranje jeklenih konstrukcij - 1-9. del: Utrujanje

General Information

Status
Published
Publication Date
31-Mar-2009
ICS
91.010.30 - Technical aspects
91.080.13 - Steel structures
Technical Committee
CEN/TC 250 - Structural Eurocodes
Drafting Committee
CEN/TC 250/SC 3 - Eurocode 3: Design of steel structures
Current Stage
6060 - Definitive text made available (DAV) - Publishing
Start Date
01-Apr-2009
Completion Date
01-Apr-2009
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 1993-1-9:2005/AC:2009 - Eurocode 3: Design of steel structures - Part 1-9: Fatigue

Relations

Corrects
EN 1993-1-9:2005 - Eurocode 3: Design of steel structures - Part 1-9: Fatigue
Effective Date
21-Jan-2009
Revised
FprEN 1993-1-9 - Eurocode 3: Design of steel structures - Part 1-9: Fatigue
Effective Date
19-Jun-2024

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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Evrokod 3: Projektiranje jeklenih konstrukcij - 1-9. del: UtrujanjeEurocode 3: Bemessung und Konstruktion von Stahlbauten - Teil 1-9: ErmüdungEurocode 3: Calcul des structures en acier - Partie 1-9: FatigueEurocode 3: Design of steel structures - Part 1-9: Fatigue91.080.10Kovinske konstrukcijeMetal structures91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1993-1-9:2005/AC:2009SIST EN 1993-1-9:2005/AC:2009en,fr,de01-junij-2009SIST EN 1993-1-9:2005/AC:2009SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1993-1-9:2005/AC
April 2009
Avril 2009
April 2009 ICS 91.010.30 English version Version Française Deutsche Fassung
Eurocode 3: Design of steel structures - Part 1-9: Fatigue
Eurocode 3: Calcul des structures en acier - Partie 1-9: Fatigue
Eurocode 3: Bemessung und Konstruktion von Stahlbauten - Teil 1-9: Ermüdung This corrigendum becomes effective on 1 April 2009 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 1 avril 2009 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 1.April 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 1993-1-9:2005/AC:2009 D/E/FSIST EN 1993-1-9:2005/AC:2009

" (1)P Structural members shall be designed for fatigue such that there is an acceptable level of probability that their performance will be satisfactory throughout their design life. " Modifications due to EN 1993-1-9:2005/AC:2009 2) Modification to Clause 3 Paragraph '(7)', list entry 'b)', change "the
– values equal to those for ultimate limit state verifications" into: "the -values to be at least equal to those required for ultimate limit state verifications". 3) Modifications to Clause 4 Paragraph '(2)', change the text in the last sentence between the brackets "(see Table 4.1 for circular sections, Table 4.2 for rectangular sections)" into: "(see Table 4.1 for circular hollow sections, Table 4.2 for rectangular hollow sections; these sections are subject to the geometrical restrictions ac
...

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