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BS EN 1993-1-7:2007

Current
Current

The latest, up-to-date edition.

Eurocode 3. Design of steel structures Plated structures subject to out of plane loading
Available format(s)

Hardcopy , PDF

Language(s)

English

Published date

02-28-2010

  1. P EN 1993-1-7 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. It is intended to be used in conjunction with EN 1993-1-1 and the relevant application standards.

  2. This document defines the design values of the resistances: the partial factor for resistances may be taken from National Annexes of the relevant application standards. Recommended values are given in the relevant application standards.

  3. This Standard is concerned with the requirements for design against the ultimate limit state of:

    • plastic collapse;

    • cyclic plasticity;

    • buckling;

    • fatigue.

  4. Overall equilibrium of the structure (sliding, uplifting, overturning) is not included in this Standard, but is treated in EN 1993-1-1. Special considerations for specific applications may be found in the relevant applications parts of EN 1993.

  5. The rules in this Standard refer to plate segments in plated structures which may be stiffened or unstiffened. These plate segments may be individual plates or parts of a plated structure. They are loaded by out of plane actions.

  6. For the verification of unstiffened and stiffened plated structures loaded only by in-plane effects see EN 1993-1-5. In EN 1993-1-7 rules for the interaction between the effects of inplane and out of plane loading are given.

  7. For the design rules for cold formed members and sheeting see EN 1993-1-3.

  8. The temperature range within which the rules of this Standard are allowed to be applied are defined in the relevant application parts of EN 1993.

  9. The rules in this Standard refer to structures constructed in compliance with the execution specification of EN 1090-2.

  10. Wind loading and bulk solids flow should be treated as quasi-static actions. For fatigue, the dynamic effects must be taken into account according to EN 1993-1-9. The stress resultants arising from the dynamic behaviour are treated in this part as quasi-static.

Committee
CB/203
DevelopmentNote
Partially supersedes BS 5400-3(2000). (07/2007) Also available as part of BS KIT 207. (08/2010)
DocumentType
Standard
Pages
40
PublisherName
British Standards Institution
Status
Current

BS PD6695-2(2008) : 2008 RECOMMENDATIONS FOR THE DESIGN OF BRIDGES TO BS EN 1993

EN 1993-4-1:2007/A1:2017 EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS
EN 1993-1-5:2006/A1:2017 EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-5: PLATED STRUCTURAL ELEMENTS
EN 1993-1-4:2006/A1:2015 EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-4: GENERAL RULES - SUPPLEMENTARY RULES FOR STAINLESS STEELS
EN 1993-1-3:2006/AC:2009 EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-3: GENERAL RULES - SUPPLEMENTARY RULES FOR COLD-FORMED MEMBERS AND SHEETING
EN 1993-4-2:2007/A1:2017 EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-2: TANKS
EN 1993-1-9:2005/AC:2009 EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-9: FATIGUE
EN 1993-1-8:2005/AC:2009 EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-8: DESIGN OF JOINTS
EN 1993-1-12:2007/AC:2009 EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-12: ADDITIONAL RULES FOR THE EXTENSION OF EN 1993 UP TO STEEL GRADES S 700
EN 1993-1-10:2005/AC:2009 EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-10: MATERIAL TOUGHNESS AND THROUGH-THICKNESS PROPERTIES
EN 1993-1-1:2005/A1:2014 EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS

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