SIST EN 1993-1-5:2007/AC:2009
(Corrigendum)Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements
Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements
TC - Technical and editorial modifications in the whole English mother reference version.
Eurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 1-5: Plattenförmige Bauteile
Eurocode 3 - Calcul des structures en acier - Partie 1-5: Plaques planes
Evrokod 3: Projektiranje jeklenih konstrukcij - 1-5. del: Elementi pločevinaste konstrukcije
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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.NRQVWUXNFLMHEurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 1-5: Plattenförmige BauteileEurocode 3 - Calcul des structures en acier - Partie 1-5: Plaques planesEurocode 3 - Design of steel structures - Part 1-5: Plated structural elements91.080.10Kovinske konstrukcijeMetal structures91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1993-1-5:2006/AC:2009SIST EN 1993-1-5:2007/AC:2009en,fr01-junij-2009SIST EN 1993-1-5:2007/AC:2009SLOVENSKI
STANDARD
SIST EN 1993-1-5:2007/AC:2009
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1993-1-5:2006/AC
April 2009
Avril 2009
April 2009 ICS 91.010.30; 91.080.10 English version Version Française Deutsche Fassung
Eurocode 3 - Design of steel structures - Part 1-5: Plated structural elements
Eurocode 3 - Calcul des structures en acier - Partie 1-5: Plaques planes
Eurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 1-5: Plattenförmige Bauteile 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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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 1993-1-5:2006/AC:2009 D/E/FSIST EN 1993-1-5:2007/AC:2009
EN 1993-1-5:2006/AC:2009 (E) 2 1) Modification to Subclause 1.4 Change the definition for "bw" into: "clear width between welds for welded sections or between ends of radii for rolled sections". 2) Modification to Subclause 2.3 Paragraph '(2)', change "if the condition in 3.1 is fulfilled" into: "if the condition in 2.2(5) is fulfilled". 3) Modification to Subclause 2.6 Paragraph '(1)', 'NOTE', delete: "plate". 4) Modifications to Subclause 3.2.1 Title of the subclause, change "Effective width" into: "Effectives width". Paragraph '(1)', change in the last sentence "This effective width may" into: "This effectives width may". 5) Modification to Subclause 3.2.2 Paragraph '(1)', 'Figure 3.3', change "with the effective width" into: "with the effectives width". 6) Modifications to Subclause 3.2.3 Paragraph '(1)', Equation '(3.2)', change "ast,l" into: "ast,1". Paragraph '(1)', Equation '(3.2)', first line of the paragraph beginning with 'where:', change "area of the stiffeners smeared" into: "area of the directly loaded stiffeners divided". Paragraph '(1)', Equation '(3.2)', 2nd sentence under 'where:', change "This may be taken, conservatively, as the area of the stiffeners divided by the spacing sst;" into: "This may be taken as the area of a stiffener smeared over the length of the spacing sst;". Paragraph '(1)', Equation '(3.2)', add to the list under 'where:':
" se
is the length of the stiff bearing; sst
is the spacing of stiffeners; ". 7) Modification to Subclause 4.2 Paragraph '(1)', change "using the effective areas" into: "using the effectivep areas". 8) Modification to Subclause 4.3 Paragraph '(6)', entry 'b)', delete: "(rather than fyw)". SIST EN 1993-1-5:2007/AC:2009
EN 1993-1-5:2006/AC:2009 (E) 3 9) Modifications to Subclause 4.4 Paragraph '(2)', Equation '(4.2)', change "6730,p≤λ" into: "ψ−+≤λ0550085050.,p". Paragraph '(2)', Equation '(4.2)', change "6730,p>λ" into: "ψ−+>λ0550085050.,p". Paragraph '(2)', Equation '(4.2)', delete: ", where ()03≥+ψ". 'Table 4.1', second row from the bottom, change "-1 >
> -3" into: "-1 >
≥-3". 10) Modifications to Subclause 4.5.1 Paragraph '(2)', last line, change "ρ" into: "cρ". Paragraph '(3)', change "section areas" into: "section area". 11) Modification to Subclause 4.5.3 Paragraph '(3)', 'NOTE', change "bs11" into: ",1sbl". 12) Modifications to Subclause 4.6 Paragraph '(1)', change "for uniaxial bending" into: "for compression and uniaxial bending". Paragraph '(1)', 'NOTE', change "eyN" into: "ey,N". Paragraph '(1)', 'NOTE', change "ezN" into: "ez,N". 13) Modifications to Subclause 5.3 Paragraph '(3)', first line, change "slenderness parameter" into: "modified slenderness". Paragraph '(3)', 'NOTE 2', change "slenderness parameter" into: "modified slenderness".
Paragraph '(5)', change two times "slenderness parameter" into: "modified slenderness". 14) Modifications to Subclause 6.5 Paragraph '(3)', change "equations (6.11), (6.12) and (6.13)" into: "equations (6.11)
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