I.S. EN 1993-1-7:2007
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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 1-7: PLATED STRUCTURES SUBJECT TO OUT OF PLANE LOADING (INCLUDING IRISH NATIONAL ANNEX)
Hardcopy , PDF
17-03-2021
English
01-01-2007
For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.
Only cited Standards give presumption of conformance to New Approach Directives/Regulations.
Dates of withdrawal of national standards are available from NSAI.
Foreword
1 General
1.1 Scope
1.2 Normative references
1.3 Terms and definitions
1.4 Symbols
2 Basis of design
2.1 Requirements
2.2 Principles of limit state design
2.3 Actions
2.4 Design assisted by testing
3 Material properties
4 Durability
5 Structural analysis
5.1 General
5.2 Stress resultants in the plate
6 Ultimate limit state
6.1 General
6.2 Plastic limit
6.3 Cyclic plasticity
6.4 Buckling resistance
7 Fatigue
8 Serviceability limit state
8.1 General
8.2 Out of plane deflection
8.3 Excessive vibrations
Annex A [informative] - Types of analysis for the design of
plated structures
A.1 General
A.2 Linear elastic plate analysis (LA)
A.3 Geometrically nonlinear analysis (GNA)
A.4 Materially nonlinear analysis (MNA)
A.5 Geometrically and materially nonlinear analysis (GMNA)
A.6 Geometrically nonlinear analysis elastic with
imperfections included (GNIA)
A.7 Geometrically and materially nonlinear analysis
with imperfections included (GMNIA)
Annex B [informative] - Internal stresses of
unstiffened rectangular plates from small deflection
theory
B.1 General
B.2 Symbols
B.3 Uniformly distributed loading
B.4 Central patch loading
Annex C [informative] - Internal stresses of unstiffened
rectangular plates from large deflection theory
C.1 General
C.2 Symbols
C.3 Uniformly distributed loading on the total surface
of the place
C.4 Central patch loading
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