DIN EN 1993-1-6:2010-12
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-6: STRENGTH AND STABILITY OF SHELL STRUCTURES
Hardcopy , PDF
07-05-2019
01-12-2010
National foreword
1 General
2 Basis of design and modeling
3 Materials and geometry
4 Ultimate limit states in steel shells
5 Stress resultants and stresses in shells
6 Plastic failure limit state (LS1)
7 Cyclic plasticity limit state (LS2)
8 Buckling limit state (LS3)
9 Fatigue limit state (LS4)
ANNEX A (normative) - Membrane theory
stresses in shells
ANNEX B (normative) - Additional expressions
for plastic reference resistances
ANNEX C (normative) - Expressions for linear
elastic membrane and bending stresses
ANNEX D (normative) - Expressions for buckling stress
Annex E (normative) - Expressions for reference
resistance design
Provides basic design rules for plated steel structures that have the form of a shell of revolution.
Committee |
TC 250
|
DevelopmentNote |
Supersedes DIN 18800-4 E. (05/2011) National annex to 2010 edition is still available separately; See DIN EN 1993-1-6 NA E. Applies in conjunction with DIN EN 1993-1-1 E issue 12-2010, DIN EN 1993-1-4 E issue 10-2015 and DIN EN 1993-1-9 E issue 12-2010. (07/2017)
|
DocumentType |
Standard
|
Pages |
97
|
ProductNote |
New child NA 2010 is added
|
PublisherName |
German Institute for Standardisation (Deutsches Institut für Normung)
|
Status |
Superseded
|
SupersededBy | |
Supersedes |
Standards | Relationship |
BS EN 1993-1-6 : 2007 | Identical |
NEN EN 1993-1-6 : 2007 AMD 1 2017 | Identical |
SN EN 1993-1-6 : 2007 AMD 1 2017 | Identical |
ONORM EN 1993-1-6 : 2017 | Identical |
I.S. EN 1993-1-6:2007 | Identical |
NBN EN 1993-1-6 : 2007 COR 2009 | Identical |
UNI EN 1993-1-6 : 2007 | Identical |
NS EN 1993-1-6 : 2007 AMD 1 2017 | Identical |
EN 1993-3-2:2006 | Eurocode 3 - Design of steel structures - Part 3-2: Towers, masts and chimneys - Chimneys |
EN 1090-2:2008+A1:2011 | Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures |
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