SIST 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).
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
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Standards Content (Sample)
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
SIST EN 1993-1-9:2005/AC:2009
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.
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EN 1993-1-9:2005/AC:2009 (E) 2 Modifications due to EN 1993-1-9:2005/AC:2005 1) Modification to Clause 2 The corrections are to add a "P" after the clause number and replace "should" with "shall" where appropriate. The corrections are underlined as shown.
" (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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