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EN 1993-1-10:2005/AC:2005

(Corrigendum)

Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties

Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties

TC - Modification in 2.1

Eurocode 3: Bemessung und Konstruktion von Stahlbauten - Teil 1-10: Stahlsortenauswahl im Hinblick auf Bruchzähigkeit und Eigenschaften in Dickenrichtung

Eurocode 3 - Calcul des structures en acier - Partie 1-10 : Choix des qualités d'acier

Evrokod 3: Projektiranje jeklenih konstrukcij - 1-10. del: Izbira kakovosti jekla glede na žilavost in lamelarni lom

General Information

Status
Withdrawn
Publication Date
20-Dec-2005
Withdrawal Date
24-Mar-2009
ICS
91.010.30 - Technical aspects
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
25-Mar-2009
Completion Date
25-Mar-2009
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 1993-1-10:2005/AC:2006 - Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties

Relations

Corrects
EN 1993-1-10:2005 - Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties
Effective Date
22-Dec-2008

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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness propertiesEvrokod 3: Projektiranje jeklenih konstrukcij - 1-10. del: Izbira kakovosti jekla glede na žilavost in lamelarni lomEurocode 3 - Calcul des structures en acier - Partie 1-10 : Choix des qualités d'acierEurocode 3: Bemessung und Konstruktion von Stahlbauten - Teil 1-10: Stahlsortenauswahl im Hinblick auf Bruchzähigkeit und Eigenschaften in DickenrichtungTa slovenski standard je istoveten z:EN 1993-1-10:2005/AC:2005SIST EN 1993-1-10:2005/AC:2006en,de91.080.10Kovinske konstrukcijeMetal structures91.010.30Technical aspectsICS:SLOVENSKI
STANDARDSIST EN 1993-1-10:2005/AC:200601-maj-2006







EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1993-1-10:2005/ACDecember 2005Décembre 2005Dezember 2005ICS 91.010.30English versionVersion FrançaiseDeutsche FassungEurocode 3: Design of steel structures - Part 1-10: Material toughness andthrough-thickness propertiesEurocode 3 - Calcul des structures en acier- Partie 1-10 : Choix des qualités d'acierEurocode 3: Bemessung und Konstruktionvon Stahlbauten - Teil 1-10:Stahlsortenauswahl im Hinblick aufBruchzähigkeit und Eigenschaften inDickenrichtungThis corrigendum becomes effective on 21 December 2005 for incorporation in the three officiallanguage versions of the EN.Ce corrigendum prendra effet le 21 décembre 2005 pour incorporation dans les trois versionslinguistiques officielles de la EN.Die Berichtigung tritt am 21.Dezember 2005 zur Einarbeitung in die drei offiziellen Sprachfassungender EN in Kraft.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2005 CENAll rights of exploitation in any form and by any means reserved
...

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1.1.1   General
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Figure 1.2 - Stiffening of openings in beam webs
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EN 1992-1-1:2023(Main)
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1.1    Scope of FprEN 1992-1-1
(1)   This document gives the general basis for the design of structures in plain, reinforced and prestressed concrete made with normal weight, lightweight and heavyweight aggregates. It gives specific rules for buildings, bridges and civil engineering structures, including temporary structures; additional requirements specific to bridges are given in Annex K. The rules are valid under temperature conditions between −40 °C and +100 °C generally. This document complies with the principles and requirements for the safety, serviceability, durability and robustness of structures, the basis of their design and verification that are given in EN 1990.
(2)   This document is only concerned with the requirements for resistance, serviceability, durability, robustness and fire resistance of concrete structures. Other requirements, e.g. concerning thermal or sound insulation, are not considered.
(3)    This document does not cover:
-   resistance to fire (see EN 1992 1 2);
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-   seismic design (see EN 1998 (all parts));
-   particular aspects of special types of civil engineering works (such as dams, pressure vessels);
-   structures made with no-fines concrete, aerated or cellular concrete, lightweight aggregate concrete with open structure components;
-   structures containing steel sections considered in design (see EN 1994 (all parts)) for composite steel and concrete structures;
-   structural parts made of concrete with a smallest value of the upper sieve aggregate size Dlower < 8 mm (or if known Dmax < 8 mm) unless otherwise stated in this Eurocode.
1.2   Assumptions
(1)   The assumptions of EN 1990 apply to FprEN 1992-1-1.
(2)   It is assumed that the requirements for execution and workmanship given in EN 13670 are complied with.

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