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BS EN 1993-1-5 : 2006

Superseded
Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-5: PLATED STRUCTURAL ELEMENTS
Available format(s)

Hardcopy , PDF

Superseded date

09-14-2019

Published date

01-01-2006

1 Introduction
   1.1 Scope
   1.2 Normative references
   1.3 Terms and definitions
   1.4 Symbols
2 Basis of design and modelling
   2.1 General
   2.2 Effective width models for global analysis
   2.3 Plate buckling effects on uniform members
   2.4 Reduced stress method
   2.5 Non uniform members
   2.6 Members with corrugated webs
3 Shear lag in member design
   3.1 General
   3.2 Effectives width for elastic shear lag
   3.3 Shear lag at the ultimate limit state
4 Plate buckling effects due to direct stresses at the ultimate
   limit state
   4.1 General
   4.2 Resistance to direct stresses
   4.3 Effective cross section
   4.4 Plate elements without longitudinal stiffeners
   4.5 Stiffened plate elements with longitudinal stiffeners
   4.6 Verification
5 Resistance to shear
   5.1 Basis
   5.2 Design resistance
   5.3 Contribution from the web
   5.4 Contribution from flanges
   5.5 Verification
6 Resistance to transverse forces
   6.1 Basis
   6.2 Design resistance
   6.3 Length of stiff bearing
   6.4 Reduction factor CHI[F] for effective length for resistance
   6.5 Effective loaded length
   6.6 Verification
7 Interaction
   7.1 Interaction between shear force, bending moment and axial
       force
   7.2 Interaction between transverse force, bending moment and
       axial force
8 Flange induced buckling
9 Stiffeners and detailing
   9.1 General
   9.2 Direct stresses
   9.3 Shear
   9.4 Transverse loads
10 Reduced stress method
Annex A (informative) Calculation of critical stresses for
                      stiffened plates
Annex B (informative) Non uniform members
Annex C (informative) Finite Element Methods of Analysis (FEM)
Annex D (informative) Plate girders with corrugated webs
Annex E (normative) Alternative methods for determining effective
                      cross sections

Provides design requirements of stiffened and unstiffened plates which are subject to inplane forces.

Committee
B/525/31
DevelopmentNote
National Annex of this document is also available. See BS EN 1993-1-5 NA. (05/2008) Supersedes BS 449-2(1969), BS 5950-1(2000) & BS 5400-3(2000). (04/2010) Also available as part of BS KIT 207. (08/2010)
DocumentType
Standard
Pages
114
PublisherName
British Standards Institution
Status
Superseded
SupersededBy
Supersedes

BS 6037-1:2017 Planning, design, installation and use of permanently installed access equipment. Code of practice Suspended access equipment
17/30342093 DC : 0 BS 6037-1 - PLANNING, DESIGN, INSTALLATION AND USE OF PERMANENTLY INSTALLED ACCESS EQUIPMENT - CODE OF PRACTICE - PART 1: SUSPENDED ACCESS EQUIPMENT
BS PD6695-2(2008) : 2008 RECOMMENDATIONS FOR THE DESIGN OF BRIDGES TO BS EN 1993
BS EN 1994-2 NA : 2005 UK NATIONAL ANNEX TO EUROCODE 4: DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 2: GENERAL RULES AND RULES FOR BRIDGES
BS PD6696-2(2007) : 2007 BACKGROUND PAPER TO BS EN 1994-2 AND THE UK NATIONAL ANNEX TO BS EN 1994-2

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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