BS EN 1993-1-5:2006 Eurocode 3. 

Design of steel structures. Plated structural elements. RRP £228


BS EN 1993-1-5:2006 gives design requirements of stiffened and unstiffened plates which are subject to inplane forces. Effects due to shear lag, in-plane load introduction and plate buckling for I-section girders and box girders are covered. Also covered are plated structural components subject to in-plane loads as in tanks and silos. The effects of out-of-plane loading are outside the scope of this document. 

Contents

  • Introduction
  • Basis of design and modelling
  • Shear lag in member design
  • Plate buckling effects due to direct stresses at the ultimate limit state
  • Resistance to shear
  • Resistance to transverse forces
  • Interaction
  • Flange induced buckling
  • Stiffeners and detailing
  • 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
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