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EN 1991-1-6:2005/AC:2013

(Corrigendum)

Eurocode 1 - Actions on structures Part 1-6: General actions - Actions during execution

Eurocode 1 - Actions on structures Part 1-6: General actions - Actions during execution

TC - Modifications to the National Annex, 1.1, 4.2, 4.6 and A.2.4.

Eurocode 1 - Einwirkungen auf Tragwerke - Teil 1-6 : Allgemeine Einwirkungen - Einwirkungen während der Bauausführung

Eurocode 1 - Actions sur les structures - Partie 1-6: Actions générales - Actions en cours d'exécution

Evrokod 1: Vplivi na konstrukcije - 1-6. del: Splošni vplivi - Vplivi med gradnjo

(1) EN 1991-1-6 podaja načela in splošna pravila za določitev vplivov, ki jih je treba upoštevati med gradnjo stavb in gradbenih inženirskih objektov. OPOMBA 1: Ta del EN 1991 se lahko uporabi kot navodilo za določitev vplivov, ki se upoštevajo pri različnih vrstah gradbenih del, vključno s konstrukcijskimi spremembami, kot so obnova in/ali delno ali popolno rušenje. Nadaljnja pravila in navodila so dana v dodatkih A1, A2 in B. OPOMBA 2: Pravila v zvezi z varnostjo ljudi na gradbišču in v njegovi okolici niso del področja uporabe tega evropskega standarda. Ta pravila se lahko določijo za posamezen projekt.
(2) Ta del EN 1991 obravnava naslednje vsebine:
1. poglavje: Splošno
2. poglavje: Razvrstitev vplivov
3. poglavje: Projektna stanja in mejna stanja
4. poglavje: Predstavitev vplivov
Dodatek A1: Dodatna pravila za stavbe (normativni)
Dodatek A2: Dodatna pravila za mostove (normativni)
Dodatek B: Vplivi na konstrukcije med spremembo, rekonstrukcijo ali odstranitvijo (informativni)
(3) EN 1991-1-6 podaja tudi pravila za določitev vplivov, ki so lahko uporabna za projektiranje pomožnih gradbenih konstrukcij, kot je določeno v 1.5, potrebna za gradnjo stavb in gradbenih inženirskih objektov. OPOMBA: Pravila za pomožne gradbene konstrukcije so lahko določena v nacionalnem dodatku ali za posamezen projekt. Navodila se lahko najdejo v ustreznih evropskih standardih. Na primer, pravila za opaže in odre so dana v EN 12812.

General Information

Status
Published
Publication Date
05-Feb-2013
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
06-Feb-2013
Completion Date
06-Feb-2013
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 1991-1-6:2005/AC:2013 - Eurocode 1 - Actions on structures Part 1-6: General actions - Actions during execution

Relations

Corrects
EN 1991-1-6:2005 - Eurocode 1 - Actions on structures Part 1-6: General actions - Actions during execution
Effective Date
06-Feb-2013

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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Evrokod 1: Vplivi na konstrukcije - 1-6. del: Splošni vplivi - Vplivi med gradnjoEurocode 1 - Einwirkungen auf Tragwerke - Teil 1-6 : Allgemeine Einwirkungen - Einwirkungen während der BauausführungEurocode 1 - Actions sur les structures - Partie 1-6: Actions générales - Actions en cours d'exécutionEurocode 1 - Actions on structures Part 1-6: General actions - Actions during execution91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1991-1-6:2005/AC:2013SIST EN 1991-1-6:2005/AC:2013en,fr,de01-april-2013SIST EN 1991-1-6:2005/AC:2013SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1991-1-6:2005/AC
February 2013
Février 2013
Februar 2013 ICS 91.010.30 English version Version Française Deutsche Fassung
Eurocode 1 - Actions on structures Part 1-6: General actions - Actions during execution
Eurocode 1 - Actions sur les structures - Partie 1-6: Actions générales - Actions en cours d'exécution
Eurocode 1 - Einwirkungen auf Tragwerke - Teil 1-6 : Allgemeine Einwirkungen - Einwirkungen während der Bauausführung This corrigendum becomes effective on 6 February 2013 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 6 février 2013 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 6. Februar 2013 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 © 2013 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Tous droits d'exploitation sous quel
...

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1.1.1   General
(1) This document gives supplementary provisions that extend the application of EN 1993-1-1 and EN 1993-1-5 to the design of rolled and welded steel sections with various shapes of web openings. The following cases are considered:
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-   beams with hexagonal and sinusoidal openings made by cutting and re-welding two parts of steel sections that may be different in dimensions.
(2) This document applies to uniform members with I or H profiles, which are symmetric about the weak axis. It does not apply to non-prismatic or curved beams although the same principles can apply.
(3) This document applies to steel beams with web openings that are subjected to sagging (positive) or to hogging (negative) bending moments.
(4) This document covers the verification of the resistance at the openings and their effects on the global behaviour of the beam, including lateral torsional buckling.
(5) Alternative methods are presented for beams with circular openings and with sinusoidal openings in which the forces and resistances are calculated by increments around or along the openings and which are suitable for computer methods.
(6) This document applies to web slenderness, hw/tw, not exceeding 121ε. The local checks at and between adjacent openings apply to web slenderness up to this limit. The material parameter ε is defined in EN 1993-1-1:2022, 5.2.5 (2).
NOTE   The limit of 121ε is the limit of a Class 4 web for a steel section with equal flanges. It is used as a convenient limit for the application of this document, including mono-symmetric sections.
(7) This document does not cover fatigue. In case of fatigue, EN 1993-1-9 applies.
(8) This document does not cover fire design. For the design in case of fire, EN 1993-1-2 applies.
(9) This document does not cover the buckling verification of members with web openings under axial force.
1.1.2   Shapes of web openings
(1) The different shapes of web openings that are considered in this document are shown in Figure 1.1.
Figure 1.1 - Different shapes of web openings in steel beams
1.1.3   Stiffened openings
(1) This document also covers openings in the web of beams that are reinforced by longitudinal stiffeners and/or transverse stiffeners on one or both sides of the web, see Figure 1.2.
NOTE   The National Annex can give rules for alternative types of stiffener.
Figure 1.2 - Stiffening of openings in beam webs
1.2   Assumptions
(1) Unless specifically stated, EN 1990, the EN 1991 series and EN 1993-1-1 apply.
(2) The design methods given in EN 1993-1-13 are applicable if:
-   the execution quality is as specified in EN 1090-2, and
-   the construction materials and products used are as specified in the relevant parts of the EN 1993 series, or in the relevant material and product specifications.

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