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EN 1991-3:2006

(Main)

Eurocode 1 - Actions on structures - Part 3: Actions induced by cranes and machinery

Eurocode 1 - Actions on structures - Part 3: Actions induced by cranes and machinery

Specifies actions, self-weights and imposed loads (models and representative values) associated with hoists, crabs and cranes on runway beams, static and dynamic actions induced in supporting structures by machinery and permanent, variable and accidental actions induced by transport vehicles (forklifts, wheeled, tracked and rail transportation vehicles, devices for maintenance and helicopters).

Eurocode 1 - Einwirkungen auf Tragwerke - Teil 3: Einwirkungen infolge von Kranen und Maschinen

(1) EN 1991-3 legt die Nutzlasten (Modelle und repräsentative Zahlenwerte) aus Kranen auf Kranbahnträgern und stationären Maschinen fest, die wo notwendig dynamische Einflüsse, Brems- und Beschleunigungskräfte sowie Anprallkräfte einschließen.
(2) Abschnitt 1 definiert allgemeine Definitionen und Bezeichnungen.
(3) Abschnitt 2 legt die durch Krane verursachten Einwirkungen auf Kranbahnträgern fest.
(4) Abschnitt 3 spezifiziert die durch stationäre Maschinen hervorgerufenen Einwirkungen.

Eurocode 1 - Actions sur les structures - Partie 3: Actions induites par les appareils de levage et les machines

Les Etats Membres de l'UE et de l'AELE reconnaissent que les Eurocodes servent de documents de référence pour les usages suivants :
   comme moyen de prouver la conformité des bâtiments et des ouvrages de génie civil aux exigences essentielles de la Directive du Conseil 89/106/CEE, en particulier à l'Exigence Essentielle N°1  Stabilité et résistance mécanique  et à l'Exigence Essentielle N°2  Sécurité en cas d'incendie ;
   comme base de spécification des contrats pour les travaux de construction et les services techniques associés ;
   comme cadre d'établissement de spécifications techniques harmonisées pour les produits de construction (EN et ATE).
Les Eurocodes, dans la mesure où ils concernent les ouvrages eux-mêmes, ont une relation directe avec les Documents Interprétatifs  visés à l'Article 12 de la DPC, bien qu'ils soient d'une nature différente de celle des normes harmonisées de produits . En conséquence, les aspects techniques résultant des travaux effectués pour les Eurocodes nécessitent d'être pris en considération de façon adéquate par les Comités techniques du CEN et/ou les groupes de travail de l'EOTA travaillant sur les normes de produits en vue de parvenir à une complète compatibilité de ces spécifications techniques avec les Eurocodes.
Les normes Eurocodes fournissent des règles de conception structurale communes d’usage quotidien pour le calcul des structures entières et des produits composants de nature traditionnelle ou innovatrice. Les formes de construction ou les conceptions inhabituelles ne sont pas spécifiquement couvertes, et il appartiendra en ces cas au concepteur de se procurer des bases spécialisées supplémentaires.

Evrokod 1: Vplivi na konstrukcije – 3. del: Vpliv žerjavov in drugih strojev

(1) 3. del standarda EN 1991 določa delujoče obremenitve (modeli in reprezentativne vrednosti), povezane z žerjavi na tekalnih progah in stacionarnimi stroji, ki vključujejo, kjer je ustrezno, dinamične učinke in zaviranje ter pospeševalne in naključne sile.
(2) 1. oddelek določa običajne definicije in označbe.
(3) 2. oddelek določa vplive žerjavov na tekalnih progah.
(4) 3. oddelek določa vplive stacionarnih strojev na tekalnih progah.

General Information

Status
Published
Publication Date
18-Jul-2006
Withdrawal Date
30-Mar-2010
ICS
91.010.30 - Technical aspects
Technical Committee
CEN/TC 250 - Structural Eurocodes
Drafting Committee
CEN/TC 250/SC 1 - Eurocode 1: Actions on structures
Current Stage
6060 - Definitive text made available (DAV) - Publishing
Start Date
19-Jul-2006
Completion Date
19-Jul-2006
Directive
305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
89/106/EEC - Construction products
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 1991-3:2006 - Eurocode 1 - Actions on structures - Part 3: Actions induced by cranes and machinery

Relations

Replaces
ENV 1991-5:1998 - Eurocode 1: Basis of design and actions on structures - Part 5: Actions induced by cranes and other machinery
Effective Date
22-Dec-2008
Corrected By
EN 1991-3:2006/AC:2012 - Eurocode 1 - Actions on structures - Part 3: Actions induced by cranes and machinery
Effective Date
12-Sep-2012

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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Eurocode 1 - Actions on structures - Part 3: Actions induced by cranes and machineryEvrokod 1: Vplivi na konstrukcije – 3. del: Vpliv žerjavov in drugih strojevEurocode 1 - Actions sur les structures - Partie 3: Actions induites par les appareils de levage et les machinesEurocode 1 - Einwirkungen auf Tragwerke - Teil 3: Einwirkungen infolge von Kranen und MaschinenTa slovenski standard je istoveten z:EN 1991-3:2006SIST EN 1991-3:2006en91.010.30Technical aspectsICS:SIST ENV 1991-5:20041DGRPHãþDSLOVENSKI
STANDARDSIST EN 1991-3:200601-november-2006







EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1991-3July 2006ICS 91.010.30Supersedes ENV 1991-5:1998
English VersionEurocode 1 - Actions on structures - Part 3: Actions induced bycranes and machineryEurocode 1 - Actions sur les structures - Partie 3: Actionsinduites par les appareils de levage et les machinesEurocode 1 - Einwirkungen auf Tragwerke - Teil 3:Einwirkungen infolge von Kranen und MaschinenThis European Standard was approved by CEN on 9 January 2006.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2006 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1991-3:2006: E



EN 1991-3:2006 (E) page 2
CONTENTS Page
FOREWORD.4 BACKGROUND OF THE EUROCODE PROGRAMME.4 STATUS AND FIELD OF APPLICATION OF EUROCODES.5 NATIONAL STANDARDS IMPLEMENTING EUROCODES.6 LINKS BETWEEN EUROCODES AND HARMONISED TECHNICAL SPECIFICATIONS (ENS AND ETAS) FOR PRODUCTS.6 ADDITIONAL INFORMATION SPECIFIC FOR EN 1991-3.6 NATIONAL ANNEX FOR EN 1991-3.7 SECTION 1 GENERAL.8 1.1 SCOPE.8 1.2 NORMATIVE REFERENCES.8 1.3 DISTINCTION BETWEEN PRINCIPLES AND APPLICATION RULES.8 1.4 TERMS AND DEFINITIONS.9 1.4.1
Terms and definitions specifically for hoists and cranes on runway beams.9 1.4.2
Terms and definitions specifically for actions induced by machines.11 1.5 SYMBOLS.12 SECTION 2 ACTIONS INDUCED BY HOISTS AND CRANES ON RUNWAY BEAMS 14 2.1
FIELD OF APPLICATION.14 2.2
CLASSIFICATIONS OF ACTIONS.14 2.2.1
General.14 2.2.2
Variable actions.14 2.2.3
Accidental actions.15 2.3
DESIGN SITUATIONS.
...

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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.
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1.1   Scope of prEN 1992 1 2
(1)   This document deals with the design of concrete structures for the accidental situation of fire exposure and is intended to be used in conjunction with prEN 1992 1 1 and EN 1991 1 2. This document identifies differences from, or supplements to, normal temperature design.
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(3)   This document gives principles and application rules for the design of structures for specified requirements in respect of the aforementioned functions and the levels of performance.
(4)   This document applies to structures, or parts of structures, that are within the scope of prEN 1992 1 1 and are designed accordingly.
(5)   The methods given in this document are applicable to normal weight concrete up to strength class C100/115 and lightweight concrete up to strength class LC50/60.
1.2   Assumptions
(1)   In addition to the general assumptions of prEN 1990 the following assumptions apply:
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