Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures

To amend the technical content of EN 1090-2 on issues agreed within the TC

Ausführung von Stahltragwerken und Aluminiumtragwerken - Teil 2: Technische Regeln für die Ausführung von Stahltragwerken

Exécution des structures en acier et des structures en aluminium - Partie 2: Exigences techniques pour les structures en acier

Izvedba jeklenih in aluminijastih konstrukcij - 2. del: Tehnične zahteve za izvedbo jeklenih konstrukcij

General Information

Status
Not Published
Current Stage
5060 - Closure of Vote - Formal Approval
Start Date
24-May-2011
Due Date
10-May-2012
Completion Date
24-May-2011

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EN 1090-2:2008/kFprA1:2011
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Standards Content (Sample)

SLOVENSKI STANDARD
SIST EN 1090-2:2008/kFprA1:2011
01-april-2011
,]YHGEDMHNOHQLKLQDOXPLQLMDVWLKNRQVWUXNFLMGHO7HKQLþQH]DKWHYH]DL]YHGER
MHNOHQLKNRQVWUXNFLM
Execution of steel structures and aluminium structures - Part 2: Technical requirements
for steel structures
Ausführung von Stahltragwerken und Aluminiumtragwerken - Teil 2: Technische Regeln
für die Ausführung von Stahltragwerken
Exécution des structures en acier et des structures en aluminium - Partie 2: Exigences
techniques pour les structures en acier
Ta slovenski standard je istoveten z: EN 1090-2:2008/FprA1
ICS:
91.080.10 Kovinske konstrukcije Metal structures
SIST EN 1090-2:2008/kFprA1:2011 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST EN 1090-2:2008/kFprA1:2011

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SIST EN 1090-2:2008/kFprA1:2011


EUROPEAN STANDARD
FINAL DRAFT
EN 1090-2:2008
NORME EUROPÉENNE

EUROPÄISCHE NORM
FprA1
February 2011
ICS 91.080.10
English Version
Execution of steel structures and aluminium structures - Part 2:
Technical requirements for steel structures
Exécution des structures en acier et des structures en Ausführung von Stahltragwerken und Aluminiumtragwerken
aluminium - Partie 2: Exigences techniques pour les - Teil 2: Technische Regeln für die Ausführung von
structures en acier Stahltragwerken
This draft amendment is submitted to CEN members for unique acceptance procedure. It has been drawn up by the Technical Committee
CEN/TC 135.

This draft amendment A1, if approved, will modify the European Standard EN 1090-2:2008. If this draft becomes an amendment, CEN
members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for inclusion of this amendment
into the relevant national standard without any alteration.

This draft amendment was established by CEN in three official versions (English, French, German). A version in any other language made
by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has
the same status as the official versions.

CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland,
Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.

Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are aware and to
provide supporting documentation.

Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without notice and
shall not be referred to as a European Standard.


EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2011 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 1090-2:2008/FprA1:2011: E
worldwide for CEN national Members.

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SIST EN 1090-2:2008/kFprA1:2011
EN 1090-2:2008/FprA1:2011 (E)
Contents Page
Foreword .5
1 Modification to Clause 1 .6
2 Modifications to 2.2.1 .6
3 Modification to 2.2.2 .7
4 Modifications to 2.2.3 .7
5 Modifications to 2.2.4 .7
6 Modification to 2.3 .7
7 Modifications to 2.4 .8
8 Modifications to 2.7 .8
9 Modification to 2.9 .
...

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