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Withdrawn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



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    Scope of FprEN 1992-1-1
(1)   This document gives the general basis for the design of structures in plain, reinforced and prestressed concrete made with normal weight, lightweight and heavyweight aggregates. It gives specific rules for buildings, bridges and civil engineering structures, including temporary structures; additional requirements specific to bridges are given in Annex K. The rules are valid under temperature conditions between −40 °C and +100 °C generally. This document complies with the principles and requirements for the safety, serviceability, durability and robustness of structures, the basis of their design and verification that are given in EN 1990.
(2)   This document is only concerned with the requirements for resistance, serviceability, durability, robustness and fire resistance of concrete structures. Other requirements, e.g. concerning thermal or sound insulation, are not considered.
(3)    This document does not cover:
-   resistance to fire (see EN 1992 1 2);
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-   seismic design (see EN 1998 (all parts));
-   particular aspects of special types of civil engineering works (such as dams, pressure vessels);
-   structures made with no-fines concrete, aerated or cellular concrete, lightweight aggregate concrete with open structure components;
-   structures containing steel sections considered in design (see EN 1994 (all parts)) for composite steel and concrete structures;
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1.2   Assumptions
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(2)   It is assumed that the requirements for execution and workmanship given in EN 13670 are complied with.

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