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

(Corrigendum)

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

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 - Building and civil engineering
2013: Originator of XML version: first setup pilot of CCMC in 2012

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

(1) EN 1993-1-3 podaja zahteve za načrtovanje hladno oblikovanih tankostenskih profilov in pločevine. Uporablja se za hladno oblikovane jeklene proizvode izdelane iz premazane ali nepremazane tankostenske vroče ali hladno valjane plošče ali trakov, ki so bili hladno oblikovani s takšnimi postopki kot so hladno valjano oblikovanje ali krivljenje pločevine. Lahko se uporablja tudi za načrtovanje profiliranih jeklenih plošč za kompozitno jeklo in betonske bloke v fazi gradnje (glej EN 1994). Izdelavo jeklenih konstrukcij, izdelanih iz hladno oblikovanih tankostenskih profilov in pločevine, zajema EN 1090.
OPOMBA: Pravila v tem delu dopolnjujejo pravila v drugih delih EN 1993-1.
(2) Podane so tudi metode za zasnovo oplate z uporabo jeklenih plošč kot konstrukcijske zaslonke.
(3) Ta del se ne uporablja za hladno oblikovane okrogle in kvadratne konstrukcijske votle dele, dodane EN 10219, za katere je potrebno sklicevanje na EN 1993-1-1 in EN 1993-1-8.
(4) EN 1993-1-3 podaja metode za načrtovanje z izračunavanjem in za načrtovanje s pomočjo preskušanja. Metode za načrtovanje z izračuni se uporablja samo v okviru navedenih razponov lastnosti in geometričnih razmerij, za katere so na voljo zadostne izkušnje in preskusni dokazi. Te omejitve ne veljajo za načrtovanje s pomočjo preskušanja.
(5) EN 1993-1-3 ne zajema razporeditve obremenitve za preskušanje obremenitev med izvajanjem in vzdrževanjem.
(6) Pravila za izračune, podana v tem standardu, veljajo samo, če so odstopanja hladno oblikovanih profilov v skladu z EN 1090-2.

General Information

Status
Withdrawn
Publication Date
12-May-2009
Withdrawal Date
10-Nov-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
9960 - Withdrawal effective - Withdrawal
Start 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
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 1993-1-3:2007/AC:2010 - Eurocode 3 - Design of steel structures - Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting

Relations

Replaced By
EN 1993-1-3:2024 - Eurocode 3 - Design of steel structures - Part 1-3: Cold-formed members and sheeting
Effective Date
08-Apr-2024
Corrects
EN 1993-1-3:2006 - Eurocode 3 - Design of steel structures - Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting
Effective Date
21-Jan-2009

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EN 1993-1-3:2007/AC:2010EN 1993-1-3:2007/AC:2010
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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:2010en,fr,de01-april-2010SIST EN 1993-1-3:2007/AC:2010SLOVENSKI
STANDARDSIST EN 1993-1-3:2007/AC:20091DGRPHãþD

EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1993-1-3:2006/AC
November 2009
Novembre 2009
November 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 11 November 2009 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 11 novembre 2009 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 11.November 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:2010

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==" SIST EN 1993-1-3:2007/AC:2010
...

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1.1   Scope of prEN 1993-1-3
(1) This document provides rules for structural design of cold-formed steel members and sheeting.
(2) This document applies to cold-formed steel products made from coated or uncoated hot- or cold-rolled sheet or strip, which have been cold-formed by processes such as roll-forming or press braking. It also covers sheeting and members which are curved during fabrication by continuous bending or roll-forming. Sheeting which has the curvature created by crushing the inner flanges is not included. This document is also applicable to the design of profiled steel sheeting for composite steel and concrete slabs at the construction stage, see EN 1994. The execution of steel structures made of cold-formed steel members and sheeting is covered in EN 1090 4. Provisions for bolted connections are provided in EN 1090 2.
NOTE   The rules in prEN 1993 1 3 complement the rules in other parts of EN 1993 1.
(3) Methods are also given for stressed-skin design, using steel sheeting as a structural diaphragm.
(4) This document does not apply to cold-formed circular and rectangular structural hollow sections supplied to EN 10219, for which reference is made to EN 1993 1 1 and EN 1993 1 8.
(5) This document provides methods for design by calculation and for design assisted by testing. The methods for design by calculation apply only within the stated ranges of material properties and geometric proportions, for which sufficient experience and test evidence is available. These limitations do not apply to design assisted by testing.
1.2   Assumptions
(1) Unless specifically stated, EN 1990, EN 1991 (all parts) and EN 1993 1 1 apply.
(2) The design methods given in prEN 1993 1 3 are applicable if:
-   the execution quality is as specified in EN 1090 4, the execution quality of bolted connections is as specified in EN 1090 2, and
-   the construction materials and products are as specified in the relevant parts of EN 1993 (all parts), or in the relevant material and product specifications.
(2) EN 1993 is intended to be used in conjunction with:
-   the parts of EN 1992 to EN 1999 where steel structures or steel components are referred to within those documents;
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(1) FprEN 1993-1-8 provides rules for structural design of joints subject to predominantly static loading using all steel grades from S235 up to and including S700, unless otherwise stated in individual clauses.
NOTE   As an alternative to the design rules provided in Clause 9, the design rules given in CEN/TR 1993-1-801 "Eurocode 3: Design of steel structures - Part 1 801: Hollow section joints design according to the component method" can be used.
(2) The provisions in this document apply to steels complying with the requirements given in EN 1993 1 1 and to material thickness greater than or equal to 3 mm, unless otherwise stated in individual clauses.
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1.1   Scope of prEN 1993-1-2
(1) This document provides rules for the design of steel structures for the accidental situation of fire exposure. This Part of EN 1993 only identifies differences from, or supplements to, normal temperature design.
(2) This document applies to steel structures required to fulfil a loadbearing function.
(3) This document does not include rules for separating function.
(4) This document gives principles and application rules for the design of structures for specified requirements in respect of the aforementioned function and the levels of performance.
(5) This document applies to structures, or parts of structures, that are within the scope of EN 1993 1 1 and are designed accordingly.
(6) This document is intended to be used in conjunction with EN 1991-1-2, EN 1993-1-1, EN 1993 1-3, EN 1993-1-4, EN 1993-1-5, EN 1993-1-6, EN 1993-1-7, EN 1993-1-8, EN 1993-1-11, EN 1993-1-13 or EN 1993-1-14.
1.2   Assumptions
(1) Unless specifically stated, EN 1990, EN 1991(all parts) and EN 1993-1-1 apply.
(2) The design methods given in prEN 1993-1-2 are applicable if
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(3) In addition to the general assumptions of EN 1990 the following assumptions apply:
-   the choice of the relevant design fire scenario is made by appropriate qualified and experienced personnel, or is given by the relevant national regulation;
-   any fire protection measure taken into account in the design will be adequately maintained.

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1.1   Scope of EN 1993-1-5
(1) This document provides rules for structural design of stiffened and unstiffened nominally flat plates which are subject to in-plane forces.
(2) Non-uniform stress distributions due to shear lag, in-plane load introduction and plate buckling are covered. The effects of out-of-plane loading are outside the scope of this document.
NOTE 1   The rules in this part complement the rules for class 1, 2, 3 and 4 sections, see EN 1993-1-1.
NOTE 2   For the design of slender plates which are subject to repeated direct stress and/or shear and also fatigue due to out-of-plane bending of plate elements ("breathing"), see EN 1993-2 and EN 1993-6.
NOTE 3   For the effects of out-of-plane loading and for the combination of in-plane effects and out-of-plane loading effects, see EN 1993-2 and EN 1993-1-7.
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Figure 1.1 - Definition of plate curvature
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1.1.1   General
(1) This document gives supplementary provisions that extend the application of EN 1993-1-1 and EN 1993-1-5 to the design of rolled and welded steel sections with various shapes of web openings. The following cases are considered:
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Figure 1.1 - Different shapes of web openings in steel beams
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Figure 1.2 - Stiffening of openings in beam webs
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