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

TC - Technical and editorial modifications in Clauses 1, 2 and 3 (including the modifications introduced by EN 1993-1-10:2005/AC:2005).

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
Published
Publication Date
04-May-2009
Technical Committee
Current Stage
6060 - National Implementation/Publication (Adopted Project)
Start Date
02-Apr-2009
Due Date
07-Jun-2009
Completion Date
05-May-2009

Relations

Corrigendum
SIST EN 1993-1-10:2005/AC:2009
English language
4 pages
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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 - 1-10. del: Izbira kakovosti jekla glede na žilavost in lamelarni lomEurocode 3: Bemessung und Konstruktion von Stahlbauten - Teil 1-10: Stahlsortenauswahl im Hinblick auf Bruchzähigkeit und Eigenschaften in DickenrichtungEurocode 3 - Calcul des structures en acier - Partie 1-10 : Choix des qualités d'acierEurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties91.080.10Kovinske konstrukcijeMetal structures91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1993-1-10:2005/AC:2009SIST EN 1993-1-10:2005/AC:2009en,fr01-junij-2009SIST EN 1993-1-10:2005/AC:2009SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1993-1-10:2005/AC
March 2009
Mars 2009
März 2009 ICS 91.010.30 English version Version Française Deutsche Fassung
Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties
Eurocode 3 - Calcul des structures en acier - Partie 1-10 : Choix des qualités d'acier
Eurocode 3: Bemessung und Konstruktion von Stahlbauten - Teil 1-10: Stahlsortenauswahl im Hinblick auf Bruchzähigkeit und Eigenschaften in Dickenrichtung This corrigendum becomes effective on 25 March 2009 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 25 mars 2009 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 25.März 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 1993-1-10:2005/AC:2009 D/E/FSIST EN 1993-1-10:2005/AC:2009

‘2.1 General’ “(3)P The rules shall be applied to the properties of materials specified for the toughness quality in the relevant steel product standard. Material of a less onerous grade shall not be used even though test results show compliance with the specified grade.” M
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Frequently Asked Questions

SIST EN 1993-1-10:2005/AC:2009 is a corrigendum published by the Slovenian Institute for Standardization (SIST). Its full title is "Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties". This standard covers: TC - Technical and editorial modifications in Clauses 1, 2 and 3 (including the modifications introduced by EN 1993-1-10:2005/AC:2005).

TC - Technical and editorial modifications in Clauses 1, 2 and 3 (including the modifications introduced by EN 1993-1-10:2005/AC:2005).

SIST EN 1993-1-10:2005/AC:2009 is classified under the following ICS (International Classification for Standards) categories: 91.010.30 - Technical aspects; 91.080.13 - Steel structures. The ICS classification helps identify the subject area and facilitates finding related standards.

SIST EN 1993-1-10:2005/AC:2009 has the following relationships with other standards: It is inter standard links to SIST EN 1993-1-10:2005/AC:2006, SIST EN 1993-1-10:2005, kSIST FprEN 1993-1-10:2024. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.

SIST EN 1993-1-10:2005/AC:2009 is associated with the following European legislation: EU Directives/Regulations: 2005-01-4408, 305/2011, 89/106/EEC; Standardization Mandates: M/265, M/BC/CEN/89/11. When a standard is cited in the Official Journal of the European Union, products manufactured in conformity with it benefit from a presumption of conformity with the essential requirements of the corresponding EU directive or regulation.

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SIST EN 1993-1-10:2005/AC:2009は、鉄鋼構造の設計に関するEurocode 3の重要な一部であり、特に材料の靱性とスルース厚さの特性に焦点を当てています。この標準は、構造物の安全性と耐久性を確保するために必要不可欠な技術的および編集的修正が盛り込まれており、特に条項1、2、3に関する更新が含まれています。 この標準の強みは、材料の靱性に関する詳細なガイドラインを提供し、設計者が材料特性を適切に考慮することを可能にしている点です。これにより、設計された構造物が、発生する可能性のある荷重や環境要因に対しても優れた性能を発揮することが期待されます。また、スルース厚さに関する特性を扱うことによって、異なる厚さの材料の間での整合性を向上させ、利用される材料の急激な変化に対する適応性を持つ設計を促進しています。 さらに、SIST EN 1993-1-10は、国際的な設計基準との整合性を持たせているため、グローバルなプロジェクトにおいても利用可能な信頼性の高いガイドラインとなっています。これにより、設計者は国内外の規制や基準にも対応した、品質の高い構造物を構築するための基盤を提供されています。 このように、SIST EN 1993-1-10:2005/AC:2009は、材料の靱性とスルース厚さの特性に関する包括的な視点を持ち、鉄鋼構造の設計において重要な役割を果たす標準です。

SIST EN 1993-1-10:2005/AC:2009는 유로코드 3의 일환으로 강철 구조물 설계에 관한 중요한 기준입니다. 이 문서는 물질의 인성과 두께 방향特성에 대한 지침을 제공하여 강철 구조물의 설계 품질을 높이는 데 기여합니다. 이 표준은 기존의 EN 1993-1-10:2005에서 제정된 기술적 및 편집적 수정 사항을 포함하고 있어, 강철 구조물의 안전성과 내구성을 확보하는 데 필수적인 요소입니다. 특히 1, 2, 3조의 수정 사항은 현대 건설 현장에서 빈번히 발생하는 문제들을 반영하고, 이를 해결하기 위한 명확한 방향을 제시합니다. SIST EN 1993-1-10:2005/AC:2009의 주요 강점은 물질의 인성과 두께 방향特성을 자세하게 다룸으로써 설계자들이 다양한 환경에서 강철 구조물의 성능을 잘 예측할 수 있도록 돕는 것입니다. 이는 또한 건축물의 수명과 안전성을 증대시키며, 구조물의 경제적 효율성에도 긍정적인 영향을 미칩니다. 이 표준은 유럽 내에서 강철 구조물 설계 시 준수해야 할 기준으로, 관련 분야 전문가들에게 매우 중요한 자료로 간주됩니다. 따라서 SIST EN 1993-1-10:2005/AC:2009는 강철 구조물 설계의 질적 향상과 관련된 모든 이해관계자에게 필수적인 참고 자료입니다. 각종 건설 프로젝트에 있어 실질적인 도움이 되며, 국제적으로도 그 의의가 있습니다.

The SIST EN 1993-1-10:2005/AC:2009 standard focuses on the design of steel structures, specifically addressing material toughness and through-thickness properties. Its scope includes crucial technical and editorial modifications in Clauses 1, 2, and 3, which are essential for maintaining consistency and ensuring comprehensive guidelines for engineers and designers. One of the primary strengths of this standard is its emphasis on material toughness, which is critical for ensuring structural integrity and safety in various environmental conditions. By defining clear parameters for through-thickness properties, the standard enhances the reliability of steel structures subjected to tensile and bending forces, thus reducing the likelihood of catastrophic failures. Additionally, the standard's relevance in modern engineering practices cannot be understated. As the construction industry increasingly prioritizes sustainability and safety, the requirements outlined in SIST EN 1993-1-10:2005/AC:2009 play a vital role in the design process. This standard addresses contemporary challenges such as the use of high-strength materials and varying manufacturing processes, ensuring that the guidelines are applicable in a wide range of practical scenarios. Moreover, the modifications brought about in this update reflect a proactive approach to evolving industry needs and technological advancements. By regularly updating the standard, the authors provide engineers with the necessary tools to design steel structures that are not only compliant with current regulations but also capable of withstanding the demands of future infrastructure projects. In conclusion, the SIST EN 1993-1-10:2005/AC:2009 standard is a comprehensive and relevant document that underpins the principles of designing safe and reliable steel structures, highlighting its indispensable role in the field of structural engineering.