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EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-7: PLATED STRUCTURES SUBJECT TO OUT OF PLANE LOADING
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Published date: 18-07-2007
Publisher: Ente Nazionale Italiano di Unificazione (UNI)
Foreword1 General 1.1 Scope 1.2 Normative references 1.3 Terms and definitions 1.4 Symbols2 Basis of design 2.1 Requirements 2.2 Principles of limit state design 2.3 Actions 2.4 Design assisted by testing3 Material properties4 Durability5 Structural analysis 5.1 General 5.2 Stress resultants in the plate6 Ultimate limit state 6.1 General 6.2 Plastic limit 6.3 Cyclic plasticity 6.4 Buckling resistance7 Fatigue8 Serviceability limit state 8.1 General 8.2 Out of plane deflection 8.3 Excessive vibrationsAnnex 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 loadingAnnex 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
Supplies 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.
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