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EN 1991-3:2006/AC:2012

(Corrigendum)

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

CEN/TC 250 - Modifications in Sections 1 and 2.

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

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

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
04-Dec-2012
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
05-Dec-2012
Completion Date
05-Dec-2012
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/AC:2013 - Eurocode 1 - Actions on structures - Part 3: Actions induced by cranes and machinery

Relations

Corrects
EN 1991-3:2006 - 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.Evrokod 1: Vplivi na konstrukcije - 3. del: Vpliv žerjavov in drugih strojevEurocode 1 - Einwirkungen auf Tragwerke - Teil 3: Einwirkungen infolge von Kranen und MaschinenEurocode 1 - Actions sur les structures - Partie 3: Actions induites par les appareils de levage et les machinesEurocode 1 - Actions on structures - Part 3: Actions induced by cranes and machinery91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1991-3:2006/AC:2012SIST EN 1991-3:2006/AC:2013en,fr,de01-julij-2013SIST EN 1991-3:2006/AC:2013SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1991-3:2006/AC
December 2012
Décembre 2012
Dezember 2012 ICS 91.010.30 English version Version Française Deutsche Fassung
Eurocode 1 - Actions on structures - Part 3: Actions induced by cranes and machinery
Eurocode 1 - Actions sur les structures - Partie 3: Actions induites par les appareils de levage et les machines
Eurocode 1 - Einwirkungen auf Tragwerke -Teil 3: Einwirkungen infolge von Kranen und Maschinen This corrigendum becomes effective on 5 December 2012 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 5 décembre 2012 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 5. Dezember 2012 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 © 2012 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 1991-3:2006/AC:2012 D/E/FSIST EN 1991-3:2006/AC:2013

dynamic factor applied to actions induced by cranes ” with: “ 321,,ϕϕϕ7654,,,ϕϕϕϕ
dynamic factor applied to actions induced by cranes ”. SIST EN 1991-3:2006/AC:2013

For crane runway For crane supporting structures Single-bay building Multi-bay building
Vertical crane action 3 4 NOTE:
The most unfavourable posit
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Figure 1.1 - Different shapes of web openings in steel beams
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Figure 1.2 - Stiffening of openings in beam webs
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NOTE 1   The rules in this part complement the rules for class 1, 2, 3 and 4 sections, see EN 1993-1-1.
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(3) Single plate elements are considered as nominally flat where the curvature radius r in the direction perpendicular to the compression satisfies, as illustrated in Figure 1.1:
r≥b^2/t   (1.1)
where
b   is the panel width;
t   is the plate thickness.
Figure 1.1 - Definition of plate curvature
1.2   Assumptions
(1) Unless specifically stated, EN 1990, the EN 1991 series and EN 1993-1-1 apply.
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EN 1991-1-2:2024(Main)
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1.1   Scope of EN 1991 1 2
(1)   The methods given in this Eurocode are applicable to buildings and civil engineering works, with a fire load related to the building and its occupancy.
(2)   EN 1991 1 2 deals with thermal and mechanical actions on structures exposed to fire. It is intended to be used in conjunction with the fire design Parts of EN 1992 to EN 1996 and EN 1999 which give rules for designing structures for fire resistance.
(3)   EN 1991 1 2 contains thermal actions either nominal or physically based. More data and models for physically based thermal actions are given in annexes.
(4)   EN 1991 1 2 does not cover the assessment of the damage of a structure after a fire.
(5)   EN 1991 1 2 does not cover supplementary requirements concerning, for example:
-   the possible installation and maintenance of sprinkler systems;
-   conditions on occupancy of building or fire compartment;
-   the use of approved insulation and coating materials, including their maintenance.
1.2   Assumptions
(1)   In addition to the general assumptions of EN 1990 the following assumptions apply:
-   any active and passive fire protection systems taken into account in the design will be adequately maintained;
-   the choice of the relevant design fire scenario is made by appropriate qualified and experienced personnel, or is given by the relevant national regulation.

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