SIST EN 1993-1-1:2005/A1:2014
(Amendment)Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings
Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings
Part 1-1 gives generic detailed strength rules which are applicable to steel structures in general. Their use and any limits of applicability are explained in the text where necessary. It does not cover resistance to fire; particular aspects of special types of buildings and civil engineering works (e.g. bridges, masts, silos, piling or off-shore structures).
Eurocode 3: Bemessung und Konstruktion von Stahlbauten - Teil 1-1: Allgemeine Bemessungsregeln und Regeln für den Hochbau
(1) Eurocode 3 gilt für den Entwurf, die Berechnung und die Bemessung von Bauwerken aus Stahl. Eurocode 3 entspricht den Grundsätzen und Anforderungen an die Tragfähigkeit und Gebrauchstauglichkeit von Tragwerken sowie den Grundlagen für ihre Bemessung und Nachweise, die in EN 1990, Grundlagen der Tragwerksplanung, enthalten sind.
(2) Eurocode 3 behandelt ausschließlich Anforderungen an die Tragfähigkeit, die Gebrauchstauglichkeit, die Dauerhaftigkeit und den Feuerwiderstand von Tragwerken aus Stahl. Andere Anforderungen, wie z. B. Wärmeschutz oder Schallschutz, werden nicht berücksichtigt.
(3) Eurocode 3 gilt in Verbindung mit folgenden Regelwerken:
- EN 1990, Grundlagen der Tragwerksplanung;
- EN 1991, Einwirkungen auf Tragwerke;
- ENs, ETAGs und ETAs für Bauprodukte, die für Stahlbauten Verwendung finden;
- EN 1090, Herstellung und Errichtung von Stahlbauten - Technische Anforderungen;
- EN 1992 bis EN 1999, soweit auf Stahltragwerke oder Stahlbaukomponenten Bezug genommen wird.
(4) Eurocode 3 ist in folgende Teile unterteilt:
EN 1993-1, Bemessung und Konstruktion von Stahlbauten - Allgemeine Bemessungsregeln und Regeln für den Hochbau;
EN 1993-2, Bemessung und Konstruktion von Stahlbauten - Teil 2: Stahlbrücken;
EN 1993-3, Bemessung und Konstruktion von Stahlbauten - Teil 3: Türme, Maste und Schornsteine;
EN 1993-4, Bemessung und Konstruktion von Stahlbauten - Teil 4: Tank- und Silobauwerke und Rohrleitungen;
EN 1993-5, Bemessung und Konstruktion von Stahlbauten - Teil 5: Spundwände und Pfähle aus Stahl;
EN 1993-6, Bemessung und Konstruktion von Stahlbauten - Teil 6: Kranbahnträger.
Eurocode 3: Calcul des structures en acier - Partie 1-1: Règles générales et règles pour les bâtiments
Après la mise en oeuvre de tous les changements, il conviendra de mettre à jour le Sommaire, tout en s'assurant que la nouvelle Annexe C apparaît correctement, (voir ci-dessous).
Evrokod 3: Projektiranje jeklenih konstrukcij - 1-1. del: Splošna pravila in pravila za stavbe
Področje uporabe 1-1. dela evrokoda 3
(1)EN 1993-1-1 navaja osnovna pravila projektiranja za jeklene konstrukcije z debelino materiala
t 3 mm. Prav tako navaja dodatna pravila za projektiranje jeklenih stavb. Ta dodatna pravila so označena s črko “B”, ki sledi številki odstavka: ( )B.
OPOMBA:Za hladno oblikovane tankostenske elemente z debelino t < 3 mm glej EN 1993-1-3.
(2) EN 1993-1-1 vsebuje naslednja poglavja:
1 Splošno
2 Osnove projektiranja
3 Materiali
4 Trajnost
5 Analiza konstrukcij
6 Mejna stanja nosilnosti
7 Mejna stanja uporabnosti
(3)Poglavji 1 in 2 vsebujeta dodatna pravila k pravilom, navedenim v EN 1990 “Osnove projektiranja konstrukcij”.
(4)Poglavje 3 obravnava lastnosti materiala za proizvode iz malo legiranih konstrukcijskih jekel.
(5)Poglavje 4 podaja splošna pravila za trajnost.
(6)Poglavje 5 se nanaša na analizo konstrukcij, pri kateri je mogoče z dovolj veliko natančnostjo pri globalni analizi elemente modelirati z linijskimi elementi.
(7)V poglavju 6 so navedena podrobna pravila za projektiranje prečnih prerezov in elementov.
(8)V poglavju 7 so navedena pravila za uporabnost.
General Information
- Status
- Published
- Public Enquiry End Date
- 30-Mar-2013
- Publication Date
- 30-Jun-2014
- Technical Committee
- KON - Structures
- Current Stage
- 6060 - National Implementation/Publication (Adopted Project)
- Start Date
- 19-May-2014
- Due Date
- 24-Jul-2014
- Completion Date
- 01-Jul-2014
- Directive
- 89/106/EEC - Construction products
Relations
- Effective Date
- 01-Jan-2023
- Effective Date
- 01-Jul-2014
Frequently Asked Questions
SIST EN 1993-1-1:2005/A1:2014 is a amendment published by the Slovenian Institute for Standardization (SIST). Its full title is "Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings". This standard covers: Part 1-1 gives generic detailed strength rules which are applicable to steel structures in general. Their use and any limits of applicability are explained in the text where necessary. It does not cover resistance to fire; particular aspects of special types of buildings and civil engineering works (e.g. bridges, masts, silos, piling or off-shore structures).
Part 1-1 gives generic detailed strength rules which are applicable to steel structures in general. Their use and any limits of applicability are explained in the text where necessary. It does not cover resistance to fire; particular aspects of special types of buildings and civil engineering works (e.g. bridges, masts, silos, piling or off-shore structures).
SIST EN 1993-1-1:2005/A1:2014 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 1993-1-1:2005/A1:2014 has the following relationships with other standards: It is inter standard links to kSIST FprEN 1993-1-1:2022, SIST EN 1993-1-1:2005. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
SIST EN 1993-1-1:2005/A1:2014 is associated with the following European legislation: EU Directives/Regulations: 305/2011, 89/106/EEC; Standardization Mandates: M/265. 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)
SLOVENSKI STANDARD
01-julij-2014
Evrokod 3: Projektiranje jeklenih konstrukcij - 1-1. del: Splošna pravila in pravila
za stavbe
Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings
Eurocode 3: Bemessung und Konstruktion von Stahlbauten - Teil 1-1: Allgemeine
Bemessungsregeln und Regeln für den Hochbau
Eurocode 3: Calcul des structures en acier - Partie 1-1: Règles générales et règles pour
les bâtiments
Ta slovenski standard je istoveten z: EN 1993-1-1:2005/A1:2014
ICS:
91.010.30 7HKQLþQLYLGLNL Technical aspects
91.080.10 Kovinske konstrukcije Metal structures
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
EUROPEAN STANDARD
EN 1993-1-1:2005/A1
NORME EUROPÉENNE
EUROPÄISCHE NORM
May 2014
ICS 91.010.30; 91.080.10
English Version
Eurocode 3: Design of steel structures - Part 1-1: General rules
and rules for buildings
Eurocode 3: Calcul des structures en acier - Partie 1-1: Eurocode 3: Bemessung und Konstruktion von Stahlbauten
Règles générales et règles pour les bâtiments - Teil 1-1: Allgemeine Bemessungsregeln und Regeln für
den Hochbau
This amendment A1 modifies the European Standard EN 1993-1-1:2005; it was approved by CEN on 6 March 2014.
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for inclusion of this
amendment into the relevant national standard without any alteration. Up-to-date lists and bibliographical references concerning such
national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member.
This amendment exists in three official versions (English, French, German). A version in any other language made by translation under the
responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the
official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,
Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United
Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2014 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 1993-1-1:2005/A1:2014 E
worldwide for CEN national Members.
Contents Page
Foreword .3
1 Modification to the Contents .4
2 Modification to the Foreword .4
3 Modification to 1.1.1 .4
4 Modification to 2.1.2 .4
5 Addition of a new Annex C .4
Foreword
This document (EN 1993-1-1:2005/A1:2014) has been prepared by Technical Committee CEN/TC 250
“Structural Eurocodes”, the secretariat of which is held by BSI.
This Amendment to the European Standard EN 1993-1-1:2005 shall be given the status of a national
standard, either by publication of an identical text or by endorsement, at the latest by May 2015, and
conflicting national standards shall be withdrawn at the latest by May 2015.
Attention is drawn to the possibility that some of the elements of this document may be the subject of patent
rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights.
According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following
countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech
Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece,
Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,
Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom.
1 Modification to the Contents
After implementing all the changes, please regenerate the whole table of Contents while making sure that the
new Annex C
...
Die Norm SIST EN 1993-1-1:2005/A1:2014, auch bekannt als Eurocode 3, behandelt die Gestaltung von Stahlkonstruktionen und ist ein entscheidendes Regelwerk für Ingenieure und Architekten. Der Geltungsbereich dieser Norm erstreckt sich über die allgemeinen Regeln und spezifischen Anforderungen für die Auslegung von Stahlbauwerken. Die Stärke dieser Norm liegt in ihren detaillierten und generischen Festigkeitsregeln, die auf eine breite Palette von Stahlkonstruktionen anwendbar sind. Ein wesentlicher Vorteil des Eurocode 3 ist die Klarheit, mit der die Anwendung dieser Regeln beschrieben wird. Die Norm bietet nicht nur umfassende Informationen zu den Entwurfsprinzipien, sondern auch zu den Grenzen ihrer Anwendbarkeit, was für die Praxistauglichkeit von großer Bedeutung ist. Diese Transparenz ermöglicht es den Fachleuten, fundierte Entscheidungen auf Grundlage der Festigkeitskriterien zu treffen. Darüber hinaus ist zu beachten, dass die Norm einige spezifische Bereiche, wie den Brandschutz oder besondere Aspekte bestimmter Gebäudetypen und Ingenieurbauten – einschließlich Brücken, Masten oder Offshore-Konstruktionen – nicht abdeckt. Dies stellt sicher, dass der Fokus auf den allgemeinen Regeln für Standard-Stahlbauwerke gelegt wird, was ihre Relevanz in der alltäglichen Anwendung erhöht. Die Norm SIST EN 1993-1-1:2005/A1:2014 bleibt somit ein unverzichtbares Dokument für die Planung und Umsetzung von Stahlkonstruktionen, da sie Ingenieuren klare Richtlinien und einen strukturierten Ansatz zur Verfügung stellt. Die Eingrenzung des Geltungsbereichs auf generelle Anwendungen macht den Eurocode 3 zu einem geeigneten Werkzeug für die meisten Bauprojekte, ohne die Komplexität spezieller Anforderungen zu gefährden.
The standard SIST EN 1993-1-1:2005/A1:2014, titled Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings, presents a comprehensive framework for the design of steel structures, emphasizing its generic detailed strength rules. The scope of the standard is well-defined, focusing on the general applicability of these rules to a wide range of steel structures, which makes it relevant for engineers and architects involved in building design. One of the key strengths of this standard is its clarity in outlining the strength rules and the limits of applicability, ensuring that designers can effectively apply the guidance in their projects. The inclusion of explicit explanations where necessary enhances understanding and facilitates better implementation of the rules in real-world scenarios. Additionally, the standard emphasizes general rules that can be universally applied, which streamlines the design process across different building types. However, it is important to note the standard’s specific exclusions, such as its lack of coverage on fire resistance and certain special structures like bridges or offshore constructions. This focused scope allows professionals to be clear about the limitations and apply the standard appropriately within the contexts it addresses. Overall, the relevance of SIST EN 1993-1-1:2005/A1:2014 in modern engineering practices is significant, as it aligns with contemporary needs for standardized design methods in steel structures. Its structured approach to detailed strength rules supports the development of safe, efficient, and compliant steel buildings, making it a vital resource for the construction industry.
SIST EN 1993-1-1:2005/A1:2014は、鉄鋼構造物の設計に関するユーロコード3の一部として、一般的な規則と建物に関するルールを提供しています。この標準の範囲は、鋼構造物に適用される詳細な強度ルールを含んでおり、適用の限界についても必要に応じて説明されています。そのため、建築設計における鉄鋼使用の基本を理解し、確実性を持って適用する上で非常に重要です。 SIST EN 1993-1-1の強みは、一般的な鉄鋼構造に関する包括的な指針を提供する点にあります。これは、設計者が鋼材を使用する際の基本的な理解を深めることを助け、構造物の安全性や耐久性を確保するための基準を設定しています。また、この標準は多くの国々で採用されており、国際的な一貫性を持たせる点でも重要です。 ただし、この標準が火災抵抗や特定の種類の建物や土木工事（橋梁、マスト、サイロ、杭打ちや海洋構造物など）に関する詳細には触れていない点も留意すべきです。このような制限にもかかわらず、SIST EN 1993-1-1は、一般的な鋼構造の設計において、非常に関連性の高い基準となっています。鉄鋼構造物の設計を行う際に、この標準を参照することは、持続可能で安全な設計を実現するための第一歩です。
SIST EN 1993-1-1:2005/A1:2014는 건축물 설계를 위한 표준으로서, 일반적인 철강 구조물의 설계에 관한 필수적인 규칙과 강도 규칙을 제공합니다. 이 표준은 철강 구조물에 적용 가능한 일반적인 강도 규칙을 포괄적으로 제시하며, 각 규칙의 사용과 적용 한계에 대한 설명이 포함되어 있습니다. 특히, 이 문서는 내화 저항성이나 특정 유형의 건물 및 토목 공사(예: 교량, 기둥, 사일로, 파일링 또는 해상 구조물)에 대한 특별한 측면은 다루고 있지 않습니다. SIST EN 1993-1-1:2005/A1:2014의 강점은 구조 설계의 일관성과 안전성을 높이는 데 기여하는 명확한 규정을 제공한다는 점입니다. 이를 통해 설계자는 철강 구조물의 내구성과 안정성을 보장할 수 있으며, 국제적으로 통용되는 표준에 따라 설계의 신뢰성을 높일 수 있습니다. 또한, 이 표준은 유럽의 다양한 건축 환경과 기준에 적합하게 조정되어 있어, 건축 설계 시 전반적인 일관성을 유지하도록 돕습니다. 이 표준의 적용은 철강 구조물의 설계 과정에서 필수적이며, ISO 및 기타 국제 기준과의 조화를 이룰 수 있도록 되어 있어, 설계자들에게 광범위한 지침을 제공합니다. 따라서 SIST EN 1993-1-1:2005/A1:2014는 철강 구조물 설계의 필수적인 참고 문헌으로서, 특히 건축 분야에서 매우 중요한 표준입니다.
La norme SIST EN 1993-1-1:2005/A1:2014, qui fait partie de l'Eurocode 3, traite de la conception des structures en acier, avec un accent particulier sur les règles générales et les spécifications pour les bâtiments. Cette norme se distingue par sa portée étendue, fournissant des règles détaillées de résistance qui sont applicables aux structures en acier dans leur ensemble. Cela en fait un outil essentiel pour les ingénieurs et les concepteurs, permettant de garantir la sécurité et la performance des constructions en acier. Un des points forts de la norme est son approche systématique des règles qui régissent la conception des structures. Elle offre une clarté dans l'application des règles de résistance, contribuant ainsi à une compréhension homogène des exigences de conception. La norme aborde également les limites d'applicabilité, ce qui permet aux professionnels de se guider efficacement et de prendre des décisions éclairées dans des situations spécifiques. Bien que le périmètre de la norme ne traite pas de la résistance au feu ou de certains types particuliers de bâtiments et d'ouvrages de génie civil tels que les ponts ou les structures offshore, la pertinence de la norme SIST EN 1993-1-1:2005/A1:2014 reste indiscutable. Elle constitue un cadre robuste pour la conception de structures en acier, servant de référence essentielle pour garantir que les projets respectent les normes de sécurité et de performance requises. Cette spécificité renforce son importance dans le domaine de l'ingénierie des structures en acier.
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