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
Current Stage
6060 - Definitive text made available (DAV) - Publishing
Start Date
05-Dec-2012
Completion Date
05-Dec-2012

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Corrigendum
EN 1991-3:2006/AC:2013
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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



SIST EN 1991-3:2006/AC:2013



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



EN 1991-3:2006/AC:2012 (E) 2 1 Modifications to 1.2 Just above the reference to EN 1990, add the following new reference: " EN 1090-2 Execution of steel structures and aluminium structures – Part 2: Technical requirements for steel structures ". On the last line, replace: " EN 1993-6 Design of steel structures – Part 6: Crane runway beams ” with: “ EN 1993-6 Design of steel structures – Part 6: Crane supporting structures ”. 2 Modification to 1.3 In Paragraph (1), replace "prEN 1991" with "EN 1991". 3 Modification to 1.5 In Paragraph (2), in the list Greek lower case letters, replace: “ 321,,ϕϕϕ7654,,,ϕϕϕϕ
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



EN 1991-3:2006/AC:2012 (E) 3 4 Modification to 2.1 Replace the two bullet points with the following ones: “ – monorail hoist blocks, see 2.5.1, – overhead travelling cranes, see 2.5.2. ”. 5 Modification to 2.5.3 In Paragraph (2), replace Table 2.3 with the following: “
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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