NBN EN 1993-1-5 : 2007 COR 2009

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.