EN 1993-1-6:2007/A1:2017
(Amendment)Eurocode 3 - Design of steel structures - Part 1-6: Strength and Stability of Shell Structures
Eurocode 3 - Design of steel structures - Part 1-6: Strength and Stability of Shell Structures
DOP of 12 months!
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 coque
Evrokod 3 - Projektiranje jeklenih konstrukcij - 1-6. del: Trdnost in stabilnost lupinastih konstrukcij
General Information
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Standards Content (Sample)
SLOVENSKI STANDARD
SIST EN 1993-1-6:2007/A1:2017
01-september-2017
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 coque
Ta slovenski standard je istoveten z: EN 1993-1-6:2007/A1:2017
ICS:
91.010.30 7HKQLþQLYLGLNL Technical aspects
91.080.13 Jeklene konstrukcije Steel structures
SIST EN 1993-1-6:2007/A1:2017 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/A1:2017
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SIST EN 1993-1-6:2007/A1:2017
EN 1993-1-6:2007/A1
EUROPEAN STANDARD
NORME EUROPÉENNE
April 2017
EUROPÄISCHE NORM
ICS 91.010.30; 91.080.13
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
Résistance et stabilité des structures en coque Stahlbauten - Teil 1-6: Festigkeit und Stabilität von
Schalen
This amendment A1 modifies the European Standard EN 1993-1-6:2007; it was approved by CEN on 17 January 2017.
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. Up-to-date lists and bibliographical references
concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN
member.
This amendment exists 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, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland,
Turkey and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels
© 2017 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 1993-1-6:2007/A1:2017 E
worldwide for CEN national Members.
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SIST EN 1993-1-6:2007/A1:2017
EN 1993-1-6:2007/A1:2017 (E)
Contents Page
European 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, Geometrically nonlinear elastic analysis (GNA) . 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) . 7
11 Modification to 2.2.10, Geometrically and materially nonlinear analysis with
imperfections included (GMNIA) . 7
12 Modification to 3.3, Geometrical tolerances and geometrical imperfec
...
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