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CEN

EN 1991-4:2006/AC:2012

(Corrigendum)

Eurocode 1 - Actions on structures - Part 4: Silos and tanks

Eurocode 1 - Actions on structures - Part 4: Silos and tanks

CEN/TC 250 - Editorial modifications to 1.2, 2.5, 5.2.1.1, 5.2.2.2, 5.2.2.3, 6.1.2 and Annex C.

Eurocode 1: Einwirkungen auf Tragwerke - Teil 4: Einwirkungen auf Silos und Flüssigkeitsbehälter

Eurocode 1 - Actions sur les structures - Partie 4: Silos et réservoirs

Evrokod 1: Vplivi na konstrukcije - 4. del: Silosi in rezervoarji

Standard EN 1991 podaja splošna načela in postopke za projektiranje konstrukcij zgradb in gradbenih inženirskih objektov, vključno z nekaterimi geotehničnimi vidiki in mora biti uporabljen v skladu s standardoma EN 1990 in EN 1992-1999. Standard EN 1991 zajema tudi projektiranje konstrukcij med izvedbo del in projektiranje začasnih konstrukcij. Nanaša se na vse okoliščine, v katerih mora konstrukcija ustrezati zahtevam. Standard EN 1991 ni neposredno namenjen oceni že obstoječih konstrukcij pri projektiranju popravil in sprememb ali ocenjevanju spremembe namena uporabe. Standard EN 1991 v celoti ne zajema posebnih projektnih stanj, ki zahtevajo nenavadno upoštevanje zanesljivosti, kot so nuklearne konstrukcije, za katere se morajo uporabiti specifični projektni postopki.

General Information

Status
Published
Publication 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
6060 - Definitive text made available (DAV) - Publishing
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
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 1991-4:2006/AC:2013 - Eurocode 1 - Actions on structures - Part 4: Silos and tanks

Relations

Corrects
EN 1991-4:2006 - Eurocode 1 - Actions on structures - Part 4: Silos and tanks
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 - 4. del: Silosi in rezervoarjiEurocode 1: Einwirkungen auf Tragwerke - Teil 4: Einwirkungen auf Silos und FlüssigkeitsbehälterEurocode 1 - Actions sur les structures - Partie 4: Silos et réservoirsEurocode 1 - Actions on structures - Part 4: Silos and tanks91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1991-4:2006/AC:2012SIST EN 1991-4:2006/AC:2013en,fr,de01-julij-2013SIST EN 1991-4:2006/AC:2013SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1991-4:2006/AC
November 2012
Novembre 2012
November 2012 ICS 91.010.30 English version Version Française Deutsche Fassung
Eurocode 1 - Actions on structures - Part 4: Silos and tanks
Eurocode 1 - Actions sur les structures - Partie 4: Silos et réservoirs
Eurocode 1: Einwirkungen auf Tragwerke -Teil 4: Einwirkungen auf Silos und Flüssigkeitsbehälter This corrigendum becomes effective on 21 November 2012 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 21 novembre 2012 pour incorporation dans les trois versions linguistiques officielles de la EN.
Die Berichtigung tritt am 21. November 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 1991-4:2006/AC:2012 D/E/FSIST EN 1991-4:2006/AC:2013

Eurocode 2: Design of concrete structures: Part 4: Liquid retaining and containment structures”
with the following one: “EN 1992-3
Eurocode 2: Design of concrete structures: Part 3: Liquid retaining and containment structures”.
Repl
...

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(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.
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1.1   Scope of EN 1993-1-13
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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