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EN 1991-1-6:2005/AC:2008

(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 - Correction of national annex and improvement of NOTE 2 in 1.1 (1) Scope

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
Withdrawn
Publication Date
29-Jul-2008
Withdrawal Date
20-Nov-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
9960 - Withdrawal effective - Withdrawal
Start Date
21-Nov-2012
Completion Date
21-Nov-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
Ref Project
SIST EN 1991-1-6:2005/AC:2008 - 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
22-Dec-2008

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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:2008SIST EN 1991-1-6:2005/AC:2008en,fr01-november-2008SIST EN 1991-1-6:2005/AC:2008SLOVENSKI
STANDARD
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1991-1-6:2005/ACJuly 2008Juillet 2008Juli 2008ICS 91.010.30English versionVersion FrançaiseDeutsche FassungEurocode 1 - Actions on structures - Part 1-6: General actions - Actionsduring executionEurocode 1 - Actions sur les structures -Partie 1-6: Actions générales - Actions encours d'exécutionEurocode 1 - Einwirkungen auf Tragwerke -Teil 1-6 : Allgemeine Einwirkungen -Einwirkungen während der BauausführungThis corrigendum becomes effective on 30 July 2008 for incorporation in the three official languageversions of the EN.Ce corrigendum prendra effet le 30 juillet 2008 pour incorporation dans les trois versions linguistiquesofficielles de la EN.Die Berichtigung tritt am 30.Juli 2008 zur Einarbeitung in die drei offiziellen Sprachfassungen der ENin Kraft.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN D
...

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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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(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).
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(7) This document does not cover fatigue. In case of fatigue, EN 1993-1-9 applies.
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(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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EN 1993-1-2:2024(Main)
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1.1   Scope of prEN 1993-1-2
(1) This document provides rules for the design of steel structures for the accidental situation of fire exposure. This Part of EN 1993 only identifies differences from, or supplements to, normal temperature design.
(2) This document applies to steel structures required to fulfil a loadbearing function.
(3) This document does not include rules for separating function.
(4) This document gives principles and application rules for the design of structures for specified requirements in respect of the aforementioned function and the levels of performance.
(5) This document applies to structures, or parts of structures, that are within the scope of EN 1993 1 1 and are designed accordingly.
(6) This document is intended to be used in conjunction with EN 1991-1-2, EN 1993-1-1, EN 1993 1-3, EN 1993-1-4, EN 1993-1-5, EN 1993-1-6, EN 1993-1-7, EN 1993-1-8, EN 1993-1-11, EN 1993-1-13 or EN 1993-1-14.
1.2   Assumptions
(1) Unless specifically stated, EN 1990, EN 1991(all parts) and EN 1993-1-1 apply.
(2) The design methods given in prEN 1993-1-2 are applicable if
-   the execution quality is as specified in EN 1090-2 and/or EN 1090-4, and
-   the construction materials and products used are as specified in prEN 1993-1-1:2020, Table 5.1 and Table 5.2 and in prEN 1993-1-3:2022, Table 5.1 and Table 5.2, or in the relevant material and product specifications.
(3) In addition to the general assumptions of EN 1990 the following assumptions apply:
-   the choice of the relevant design fire scenario is made by appropriate qualified and experienced personnel, or is given by the relevant national regulation;
-   any fire protection measure taken into account in the design will be adequately maintained.

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