UNI EN 1994-2 : 2006

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

Applicable to the design of composite structures and members for buildings and civil engineering works.