EN 1993-1-11:2006/AC:2009
(Corrigendum)Eurocode 3 - Design of steel structures - Part 1-11: Design of structures with tension components
Eurocode 3 - Design of steel structures - Part 1-11: Design of structures with tension components
TC - Modifications in Clauses 2, 3, 4, 6, 7 and 8 in the E mother reference version.
2013: Originator of XML version: first setup pilot of CCMC in 2012
Eurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 1-11: Bemessung und Konstruktion von Tragwerken mit Zuggliedern aus Stahl
Eurocode 3 - Calcul des structures en acier - Partie 1-11: Calcul des structures à câbles ou éléments tendus
Evrokod 3: Projektiranje jeklenih konstrukcij - 1-11. del: Projektiranje konstrukcij z nateznimi komponentami
General Information
- Status
- Published
- Publication Date
- 28-Apr-2009
- Technical Committee
- CEN/TC 250 - Structural Eurocodes
- Drafting Committee
- CEN/TC 250/SC 3 - Eurocode 3: Design of steel structures
- Current Stage
- 6060 - Definitive text made available (DAV) - Publishing
- Start Date
- 29-Apr-2009
- Completion Date
- 29-Apr-2009
- Directive
- 89/106/EEC - Construction products
Relations
- Effective Date
- 21-Jan-2009
Frequently Asked Questions
EN 1993-1-11:2006/AC:2009 is a corrigendum published by the European Committee for Standardization (CEN). Its full title is "Eurocode 3 - Design of steel structures - Part 1-11: Design of structures with tension components". This standard covers: TC - Modifications in Clauses 2, 3, 4, 6, 7 and 8 in the E mother reference version. 2013: Originator of XML version: first setup pilot of CCMC in 2012
TC - Modifications in Clauses 2, 3, 4, 6, 7 and 8 in the E mother reference version. 2013: Originator of XML version: first setup pilot of CCMC in 2012
EN 1993-1-11:2006/AC:2009 is classified under the following ICS (International Classification for Standards) categories: 91.010.30 - Technical aspects; 91.080.10 - Metal structures; 91.080.13 - Steel structures; 93.040 - Bridge construction. The ICS classification helps identify the subject area and facilitates finding related standards.
EN 1993-1-11:2006/AC:2009 has the following relationships with other standards: It is inter standard links to EN 1993-1-11:2006. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
EN 1993-1-11:2006/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 - 1-11. del: Projektiranje konstrukcij z nateznimi komponentamiEurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 1-11: Bemessung und Konstruktion von Tragwerken mit Zuggliedern aus StahlEurocode 3 - Calcul des structures en acier - Partie 1-11: Calcul des structures à câbles ou éléments tendusEurocode 3 - Design of steel structures - Part 1-11: Design of structures with tension components93.040Gradnja mostovBridge construction91.080.10Kovinske konstrukcijeMetal structures91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1993-1-11:2006/AC:2009SIST EN 1993-1-11:2007/AC:2009en,fr,de01-junij-2009SIST EN 1993-1-11:2007/AC:2009SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1993-1-11:2006/AC
April 2009
Avril 2009
April 2009 ICS 91.010.30; 91.080.10; 93.040 English version Version Française Deutsche Fassung
Eurocode 3 - Design of steel structures - Part 1-11: Design of structures with tension components
Eurocode 3 - Calcul des structures en acier - Partie 1-11: Calcul des structures à câbles ou éléments tendus
Eurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 1-11: Bemessung und Konstruktion von Tragwerken mit Zuggliedern aus Stahl This corrigendum becomes effective on 29 April 2009 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 29 avril 2009 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 29.April 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 me
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표준 EN 1993-1-11:2006/AC:2009는 Eurocode 3의 일환으로, 장력 구성 요소를 포함하는 구조물의 설계를 규명하는 데 중점을 둡니다. 이 표준은 구조물 설계의 복잡성을 감소시킬 수 있는 지침을 제공하며, 특히 장력이 작용하는 부재들의 구조적 성능을 높이는 데 필수적입니다. 표준의 주요 범위는 E 주 참조 버전의 조항 2, 3, 4, 6, 7 및 8에서의 수정사항을 포함합니다. 이러한 조항들은 해당 분야 전문가들이 구조물 설계를 보다 효율적이고 안전하게 수행할 수 있도록 돕는데 기여합니다. EN 1993-1-11의 강점 중 하나는 장력 구성 요소의 작용을 체계적으로 분석할 수 있는 기준을 마련함으로써, 설계 시 발생할 수 있는 리스크를 감소시키는 것입니다. 이는 또한 다양한 사용 환경에서의 구조적 신뢰성을 보장하는 데 필수적인 요소로 작용합니다. 더불어, 이 표준은 2012년에 CCMC의 첫 번째 설정 파일럿에 의해 XML 버전으로 도입되어, 최신 기술을 통해 접근하기 용이하게 디자인되었습니다. 이러한 점에서 EN 1993-1-11은 현대적인 설계 요구를 충족시키며, 지속 가능한 건축관행을 지향하는 데 있어 매우 관련성이 높습니다. 결론적으로, EN 1993-1-11:2006/AC:2009은 구조공학 분야에서 장력 부재의 설계를 위한 명확하고 실용적인 지침을 제공하는 표준으로, 전문가들에게 중요한 참고 문헌이 될 것입니다.
標準 EN 1993-1-11:2006/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、特に引張部材を持つ構造の設計に焦点を当てています。この規格は、構造設計の分野において非常に重要な役割を果たし、エンジニアや設計者に対して、強度や安全性を確保するための具体的なガイドラインを提供しています。 この標準の範囲は、主に条項2、3、4、6、7および8における修正に関するものであり、設計プロセスにおける視点を最新の実務と照らし合わせて更新しています。これにより、設計者は現代のニーズに応じた効率的かつ安全な構造物を構築するためのサポートを受けることができます。 EN 1993-1-11の強みは、その包括的なアプローチにあります。この標準は、引張部材に関連するさまざまな設計上の考慮事項、例えば材料の特性、荷重条件、疲労や腐食の影響について詳細に扱っています。また、TCによる条項の明確な改訂は、適用性を高め、さらなる整合性を持たせています。 さらに、2013年にはXML版の初期設定が行われ、これによって技術文書の導入や流通がスムーズになりました。この技術革新は、設計者が情報を迅速かつ効率的に管理するのに役立ちます。 このように、EN 1993-1-11:2006/AC:2009は、鋼構造物の設計における重要な基準となっており、エンジニアリング分野における信頼性と安全性の確保に寄与しています。
The standard EN 1993-1-11:2006/AC:2009, titled "Eurocode 3 - Design of steel structures - Part 1-11: Design of structures with tension components," provides essential guidelines for engineers involved in the design and construction of steel structures that include tension components. Its primary scope focuses on the modifications introduced in Clauses 2, 3, 4, 6, 7, and 8, which are vital for ensuring safety, reliability, and efficiency in structural design. A notable strength of this standard is its comprehensive approach to addressing the unique considerations associated with tension components in steel structures. By detailing specific design rules and methods applicable to these components, it enhances the understanding of structural behavior under various loads and conditions. This targeted focus is particularly relevant for engineers seeking to optimize the performance of tension members, ensuring that they meet both safety requirements and serviceability standards. The relevance of EN 1993-1-11:2006/AC:2009 extends beyond merely fulfilling compliance obligations. It embodies a collaborative effort initiated by the Technical Committee (TC) to refine and improve the design methodologies used in steel structures. The integration of modifications based on evolving industry practices reflects a commitment to continuous improvement and adaptation to contemporary structural engineering challenges. Furthermore, the document's initial setup as part of the XML version pilot by CCMC in 2012 underscores its forward-thinking approach, accommodating the advancements in digital documentation and accessibility. This aspect is particularly beneficial for professionals engaging with the standard, as it facilitates easier navigation and implementation into design workflows. In summary, EN 1993-1-11:2006/AC:2009 is a critical resource for engineers specializing in steel structure design, offering clear guidelines and a robust framework for dealing with tension components. Its modifications and focus on practical applications ensure that it remains a relevant and valuable tool in the evolving landscape of structural engineering.
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