EN 1993-1-10:2005/AC:2009
(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 - Technical and editorial modifications in Clauses 1, 2 and 3 (including the modifications introduced by EN 1993-1-10:2005/AC:2005).
2013: Originator of XML version: first setup pilot of CCMC in 2012
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
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Frequently Asked Questions
EN 1993-1-10:2005/AC:2009 is a corrigendum published by the European Committee for Standardization (CEN). 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). 2013: Originator of XML version: first setup pilot of CCMC in 2012
TC - Technical and editorial modifications in Clauses 1, 2 and 3 (including the modifications introduced by EN 1993-1-10:2005/AC:2005). 2013: Originator of XML version: first setup pilot of CCMC in 2012
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.
EN 1993-1-10:2005/AC:2009 has the following relationships with other standards: It is inter standard links to EN 1993-1-10:2025, EN 1993-1-10:2005. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
EN 1993-1-10:2005/AC:2009 is associated with the following European legislation: EU Directives/Regulations: 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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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
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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 1993-1-10:2005/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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SIST EN 1993-1-10:2005/AC:2009は、鋼構造物の設計に関するユーロコード3の一部であり、特に鋼材の脆性と厚み方向の特性に焦点を当てています。この標準は、鋼材の破損や変形に関連する特性を理解し、評価するための基盤を提供します。主に、材料の靭性とその厚さ方向特性に関する具体的な指針を提供し、鋼構造物が要求される性能レベルを達成できるようにします。 本標準の主な強みは、特に変更される第1、2、3条における技術的および編集上の修正にあります。これらの修正は、より最新の鋼材の特性を反映し、安全性と耐久性を強化することを目的としています。また、EN 1993-1-10:2005/AC:2005によって導入された改善は、設計者が鋼材を選定及び使用する際に、より正確で信頼性の高い情報を提供します。 さらに、標準は国際的に広く認知されており、土木や建築の分野で標準的な設計プロセスに組み込まれています。これは、鋼構造物の設計において必要不可欠な指針を与えるものであり、各国の規制にも容易に適応できる点が評価されています。 SIST EN 1993-1-10:2005/AC:2009の重要性は、鋼構造の設計における安全性、効率性、及び経済性を向上させるために不可欠であり、現代の建築基準において重要な役割を果たしています。これにより、エンジニアや設計者は、より高水準な設計を行うことができ、結果として社会全体の安全性を向上させることが期待されます。
표준 EN 1993-1-10:2005/AC:2009는 유럽 연합의 강재 구조 설계에 대한 핵심 지침을 제공하며, 특히 재료의 인성 및 두께 방향 특성에 초점을 맞추고 있습니다. 이 표준의 범위는 TC에 따라 제정된 기술적 및 편집적 수정 사항을 포함하여 1, 2, 3 조항을 다루고 있습니다. 이를 통해 강재 구조물의 설계 과정에서 필수적인 특성인 재료의 인성과 안전성을 확보할 수 있도록 돕습니다. 이 표준의 강점은 명확하게 정의된 절차와 지침을 통해 사용자가 강재의 취약점을 파악하고 이에 맞춘 설계 접근 방식을 취할 수 있도록 지원한다는 점입니다. 또한, EN 1993-1-10:2005/AC:2009는 구조물의 내구성과 안전성을 보장하는 데 필요한 기준을 제공하여, 구조 엔지니어와 설계자들이 국제적인 표준을 준수하도록 유도합니다. 재료의 인성에 대한 요구사항을 명확히 설정함으로써, 이 표준은 강재 구조물의 성능을 극대화하고, 불확실한 환경 조건에서의 구조적 안정성을 향상시키는 데 기여합니다. 즉, EN 1993-1-10:2005/AC:2009의 적용은 현대적이고 안전한 건축 설계를 위한 필수 요소로 자리 잡고 있으며, 다양한 건설 프로젝트에서 그 중요성이 더욱 부각되고 있습니다. 결론적으로, SIST EN 1993-1-10:2005/AC:2009는 강재 구조 설계에 있어 변치 않는 기준을 제시하며, 엔지니어들이 표준화된 방법으로 설계를 수행할 수 있도록 체계적이고 실용적인 접근을 제공합니다.
The standard EN 1993-1-10:2005/AC:2009, titled "Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties," serves a critical role in the field of structural engineering, particularly regarding the design integrity of steel structures. Its primary scope encompasses technical and editorial modifications in Clauses 1, 2, and 3, which specifically relate to material toughness and through-thickness properties of steel, ensuring that engineers are equipped with relevant guidelines to assure safety and performance in their designs. One of the strengths of this standard lies in its comprehensive approach to addressing material properties that can significantly impact the behavior of steel structures under various conditions. By outlining the essential parameters for assessing toughness and through-thickness properties, the standard aids engineers in selecting appropriate materials based on the specific demands of their projects. The clarifications and modifications introduced by EN 1993-1-10:2005/AC:2009 enhance the usability of the standard and ensure that professionals have the latest insights into best practices and testing requirements. The relevance of EN 1993-1-10:2005/AC:2009 cannot be overstated, especially in contexts where structural integrity is paramount. Given the increasing emphasis on safety in construction standards, this document provides indispensable information that helps mitigate risks associated with material failures. Additionally, the standard plays a pivotal role in harmonizing design practices across European countries, facilitating the exchange of knowledge and ensuring a consistent approach to the design of steel structures. In summary, EN 1993-1-10:2005/AC:2009 is a vital document for engineers focused on steel structures, offering essential guidelines for understanding material toughness and through-thickness properties. Its technical enhancements strengthen the foundation for safe and effective structural design, making it highly relevant in contemporary engineering practices.
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