Foreword
Section 1 General
  1.1 Scope
      1.1.1 Scope of EN 1990
      1.1.2 Scope of EN 1995-2
  1.2 Normative references
  1.3 Assumptions
  1.4 Distinction between principles and application rules
  1.5 Definitions
      1.5.1 General
      1.5.2 Additional terms and definitions used in this
            present standard
  1.6 Symbols used in EN 1995-2
Section 2 Basis of design
  2.1 Basic requirements
  2.2 Principles of limit state design
  2.3 Basic variables
      2.3.1 Actions and environmental influences
  2.4 Verification by the partial factor method
      2.4.1 Design value of material property
Section 3 Material properties
Section 4 Durability
  4.1 Timber
  4.2 Resistance to corrosion
  4.3 Protection of timber decks from water by sealing
Section 5 Basis of structural analysis
  5.1 Laminated deck plates
      5.1.1 General
      5.1.2 Concentrated vertical loads
      5.1.3 Simplified analysis
  5.2 Composite members
  5.3 Timber-concrete composite members
Section 6 Ultimate limit states
  6.1 Deck plates
      6.1.1 System strength
      6.1.2 Stress-laminated deck plates
  6.2 Fatigue
Section 7 Serviceability limit states
  7.1 General
  7.2 Limiting values for deflections
  7.3 Vibrations
      7.3.1 Vibrations caused by pedestrians
      7.3.2 Vibrations caused by wind
Section 8 Connections
  8.1 General
  8.2 Timber-concrete connections in composite beams
      8.2.1 Laterally loaded dowel-type fasteners
      8.2.2 Grooved connections
Section 9 Structural detailing and control
Annex A (informative) Fatigue verification
      A.1 General
      A.2 Fatigue loading
      A.3 Fatigue verification
Annex B (informative) Vibrations caused by pedestrians
      B.1 General
      B.2 Vertical vibrations
      B.3 Horizontal vibrations