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I.S. 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Superseded
Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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Superseded date

08-29-2019

Language(s)

English

Published date

01-01-2006

Preview

For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.

Only cited Standards give presumption of conformance to New Approach Directives/Regulations.

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
Annex NA (informative) Irish National Annex to Eurocode 3 -
         Design of steel structures - Part 1-5: Plated
         structural elements
Introduction
      NA.1 Scope
      NA.2 Nationally Determined Parameters
      NA.3 Decisions on informative annexes
      NA.4 References to non-contradictory complementary
           information

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

DevelopmentNote
Supersedes I.S. ENV 1993-1-5. (02/2007) Now includes Irish National Annex 2010 which is also available as a separate document, See I.S. EN 1993-1-5 NATIONAL ANNEX. (03/2010)
DocumentType
Standard
Pages
68
PublisherName
National Standards Authority of Ireland
Status
Superseded
SupersededBy
Supersedes

I.S. 361:2013 CODE OF PRACTICE FOR THE SAFE USE OF TOWER CRANES AND SELF-ERECTING CRANES

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