EN 1993-1-6:2007/A1:2015

Eurocode 3 - Design of steel structures - Part 1-6: Strength and Stability of Shell Structures

EN 1993-1-6:2007/A1:2015

Name:EN 1993-1-6:2007/A1:2015   Standard name:Eurocode 3 - Design of steel structures - Part 1-6: Strength and Stability of Shell Structures
Standard number:EN 1993-1-6:2007/A1:2015   language:English language
Release Date:03-May-2015   technical committee:CEN/TC 250 - Structural Eurocodes
Drafting committee:CEN/TC 250/SC 3 - Eurocode 3: Design of steel structures   ICS number:91.010.30 - Technical aspects
SLOVENSKI STANDARD
SIST EN 1993-1-6:2007/kFprA1:2014
01-november-2014
Evrokod 3: Projektiranje jeklenih konstrukcij - 1-6. del: Trdnost in stabilnost
lupinastih konstrukcij
Eurocode 3 - Design of steel structures - Part 1-6: Strength and Stability of Shell
Structures
Eurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 1-6: Festigkeit und
Stabilität von Schalen
Eurocode 3 - Calcul des structures en acier - Partie 1-6 : Résistance et stabilité des
structures en coques
Ta slovenski standard je istoveten z: EN 1993-1-6:2007/FprA1
ICS:
91.010.30 7HKQLþQLYLGLNL Technical aspects
91.080.10 Kovinske konstrukcije Metal structures
SIST EN 1993-1-6:2007/kFprA1:2014 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST EN 1993-1-6:2007/kFprA1:2014

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SIST EN 1993-1-6:2007/kFprA1:2014

EUROPEAN STANDARD
FINAL DRAFT
EN 1993-1-6:2007
NORME EUROPÉENNE

EUROPÄISCHE NORM
FprA1
August 2014
ICS 91.010.30; 91.080.10
English Version
Eurocode 3 - Design of steel structures - Part 1-6: Strength and
Stability of Shell Structures
Eurocode 3 - Calcul des structures en acier - Partie 1-6 : Eurocode 3 - Bemessung und Konstruktion von Stahlbauten
Résistance et stabilité des structures en coques - Teil 1-6: Festigkeit und Stabilität von Schalen
This draft amendment is submitted to CEN members for unique acceptance procedure. It has been drawn up by the Technical Committee
CEN/TC 250.

This draft amendment A1, if approved, will modify the European Standard EN 1993-1-6:2007. 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, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,
Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey 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

CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2014 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 1993-1-6:2007/FprA1:2014 E
worldwide for CEN national Members.

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SIST EN 1993-1-6:2007/kFprA1:2014
EN 1993-1-6:2007/FprA1:2014 (E)
Contents Page
Foreword .4
1 Modifications to the Foreword .5
2 Modification throughout the whole standard .5
3 Modification to 1.2, Normative references .5
4 Modifications to 1.3, Terms and definitions .5
5 Modifications to 1.4,Symbols .6
6 Modification to 2.2.5, Linear elastic bifurcation analysis (LBA) .7
7 Modification to 2.2.6, .7
8 Modification to 2.2.7, Materially nonlinear analysis (MNA) .7
9 Modification to 2.2.8, Geometrically and materially nonlinear analysis (GMNA) .7
10 Modification to 2.2.9, Geometrically nonlinear elastic analysis with imperfections
included (GNIA) .
...

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