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NEN EN 1993-1-7 : 2008 C1 2009
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EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-7: PLATED STRUCTURES SUBJECT TO OUT OF PLANE LOADING
12-01-2013
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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