BS EN 1993-1-5 : 2006
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-5: PLATED STRUCTURAL ELEMENTS
Hardcopy , PDF
14-09-2019
01-01-2006
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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Superseded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 |
| Standards | Relationship |
| NBN EN 1993-1-5 : 2007 COR 2009 | Identical |
| EN 1993-1-5:2006 | Identical |
| ONORM EN 1993-1-5 : 2017 | Identical |
| NEN EN 1993-1-5 : 2006 AMD 1 2017 | Identical |
| SN EN 1993-1-5 : 2006 AMD 1 2017 | Identical |
| DIN EN 1993-1-5:2010-12 | Identical |
| UNI EN 1993-1-5 : 2007 | Identical |
| I.S. EN 1993-1-5:2006 | Identical |
| NS EN 1993-1-5 : 2006 AMD 1 2017 | Identical |
| NF EN 1993-1-5 : 2007 AMD 1 2017 | Identical |
| 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 |
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