EN 1993-1-3:2006/AC:2009

Eurocode 3 - Design of steel structures - Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting

TC - Modifications in the E mother version in Clauses 1, 3, 4, 5, 6, 8 and 10 and in Annexes A and E.

Bemessung und Konstruktion von Stahlbauten - Teil 1-3: Allgemeine Regeln - Ergänzende Regeln für kaltgeformte dünnwandige Bauteile und Bleche

Eurocode 3 - Calcul des structures en acier - Partie 1-3: Règles générales - Règles supplémentaires pour les profilés et plaques formés à froid

Evrokod 3: Projektiranje jeklenih konstrukcij - 1-3. del: Splošna pravila - Dodatna pravila za hladno oblikovane profile in pločevino

General Information

• Status: Withdrawn
• Publication Date: 12-May-2009
• Withdrawal Date: 10-Nov-2009
• ICS: 91.010.30 - Technical aspects
• ICS: 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: 9960 - Withdrawal effective - Withdrawal
• Due Date: 11-Nov-2009
• Completion Date: 11-Nov-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
• Directive: 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
• Mandate: 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 1993-1-3:2007/AC:2009 - Eurocode 3 - Design of steel structures - Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Bemessung und Konstruktion von Stahlbauten - Teil 1-3: Allgemeine Regeln - Ergänzende Regeln für kaltgeformte dünnwandige Bauteile und BlecheEurocode 3 - Calcul des structures en acier - Partie 1-3: Règles générales - Règles supplémentaires pour les profilés et plaques formés à froidEurocode 3 - Design of steel structures - Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting91.080.10Kovinske konstrukcijeMetal structures91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1993-1-3:2006/AC:2009SIST EN 1993-1-3:2007/AC:2009en,fr,de01-julij-2009SIST EN 1993-1-3:2007/AC:2009SLOVENSKI
STANDARD



SIST EN 1993-1-3:2007/AC:2009



EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1993-1-3:2006/AC
May 2009
Mai 2009
Mai 2009 ICS 91.010.30 English version Version Française Deutsche Fassung
Eurocode 3 - Design of steel structures - Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting
Eurocode 3 - Calcul des structures en acier - Partie 1-3: Règles générales - Règles supplémentaires pour les profilés et plaques formés à froid
Bemessung und Konstruktion von Stahlbauten - Teil 1-3: Allgemeine Regeln -Ergänzende Regeln für kaltgeformte dünnwandige Bauteile und Bleche This corrigendum becomes effective on 13 May 2009 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 13 mai 2009 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 13.Mai 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 1993-1-3:2006/AC:2009 D/E/FSIST EN 1993-1-3:2007/AC:2009



EN 1993-1-3:2006/AC:2009 (E) 2 1) Modification to 1.1 Paragraph "(1)", delete three times "thin gauge". 2) Modification to 3.2.1 Paragraph "(1)", replace "tensile strength" with "ultimate tensile strength". 3) Modification to 3.2.4 Paragraph "(3)", in Equation "(3.3b)", delete the second "=" sign. 4) Modification to Clause 4 Paragraph "(1)", "NOTE", replace "EN 1090, 9.3.1" with "EN 1090-2, 9.3.1". 5) Modification to 5.5.2 Paragraph "(3)", replace two times "from tables 4.1 and 4.2" with "from tables 4.1 and 4.2 of EN 1993-1-5". 6) Modification to 5.5.3.2 Paragraph "(10)", replace "5.5.2(5)" with "5.5.2(1)". 7) Modification to 5.5.3.3 Paragraph "(9)", replace "5.5.2(5)" with "5.5.2(1)". 8) Modification to 5.5.3.4.4 Paragraph "(1)", 2nd line, replace "interaction between the distortional buckling (flexural buckling of the flange stiffeners and the web stiffeners)" with "interaction between the flexural buckling of the flange stiffeners and the web stiffeners". 9) Modification to 6.1.2 Paragraph "(1)", replace "see 3.2.3" with "see 3.2.2". 10) Modification to 6.1.3 Paragraph "(1)", delete: "max eλ
is the relative slenderness of the element which corresponds to the largest value of e0e/λλ;". 11) Modification to 6.1.4.1 Paragraph “(1)”, delete the 12th line: "
For stiffened elements0 and 0,65 , see 5.5.3.edeλλλ==" 12) Modifications to 6.1.7.2 Paragraph “(4)”, under Equation “(6.16d)”, Equations for “k7”, “k8” and “k10”, replace: SIST EN 1993-1-3:2007/AC:2009



EN 1993-1-3:2006/AC:2009 (E) 3 − “k7 = 1 + ss / t / 750” with “k7 = 1 + hw /(t × 750)”; − “k8 = (1,10 - ss / t / 665) / k” with “k8 = (1,10 - hw /(t × 665)) / k”; − and “k10 = (0,98 - ss
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