NS EN 1993-1-7 : 2007 AC 2009

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

Provides basic design rules for the structural design of unstiffened and stiffened plates which form part of plated structures such as silos, tanks or containers, that are loaded by out of plane actions.