NS EN 1994-2 : 2005 + NA 2009

Foreword
Section 1 General
  1.1 Scope
  1.2 Normative references
  1.3 Assumptions
  1.4 Distinction between principles and application rules
  1.5 Definitions
  1.6 Symbols
Section 2 Basis of design
  2.1 Requirements
  2.2 Principles of limit states design
  2.3 Basic variables
  2.4 Verification by the partial factor method
Section 3 Materials
  3.1 Concrete
  3.2 Reinforcing steel for bridges
  3.3 Structural steel for bridges
  3.4 Connecting devices
  3.5 Prestressing steel and devices
  3.6 Tension components in steel
Section 4 Durability
  4.1 General
  4.2 Corrosion protection at the steel-concrete interface
      in bridges
Section 5 Structural analysis
  5.1 Structural modelling for analysis
  5.2 Structural stability
  5.3 Imperfections
  5.4 Calculation of action effects
  5.5 Classification of cross-sections
Section 6 Ultimate limit states
  6.1 Beams
  6.2 Resistances of cross-sections of beams
  6.3 Filler beam decks
  6.4 Lateral-torsional buckling of composite beams
  6.5 Transverse forces on webs
  6.6 Shear connection
  6.7 Composite columns and composite compression members
  6.8 Fatigue
  6.9 Tension members in composite bridges
Section 7 Serviceability limit states
  7.1 General
  7.2 Stresses
  7.3 Deformations in bridges
  7.4 Cracking of concrete
  7.5 Filler beam decks
Section 8 Precast concrete slabs in composite bridges
  8.1 General
  8.2 Actions
  8.3 Design, analysis and detailing of the bridge slab
  8.4 Interface between steel beam and concrete slab
Section 9 Composite plates in bridges
  9.1 General
  9.2 Design for local effects
  9.3 Design for global effects
  9.4 Design of shear connectors
Annex C (Informative) Headed studs that cause splitting forces
                      in the direction of the slab thickness
      C.1 Design resistance and detailing
      C.2 Fatigue strength