ENV 1995-2 : 1997

Foreword
1 General
   1.1 Scope
   1.2 Relationship to other Eurocodes
   1.3 Distinction between Principles and Application
       Rules and indicative values
   1.4 Definitions
   1.5 Notations
   1.6 Normative references
2 Basis of design
   2.1 General
   2.2 Fatigue
   2.3 Partial safety factors for materials
3 Materials
   3.1 General
       3.1.1 Service classes
       3.1.2 Load duration classes
   3.2 Compression strength perpendicular to grain
4 Durability
   4.1 Constructional protective measures
   4.2 Protection of metal parts
   4.3 Wearing surfaces
5 Basis of structural analysis
6 Ultimate limit states
   6.1 General
   6.2 Reinforced members
       6.2.1 General
       6.2.2 Transversely reinforced timber
   6.3 Deck plates
       6.3.1 System strength
       6 3.2 Reinforced deck plates
       6 3.3 Stress-laminated deck plates
   6.4 Timber and concrete composite members
7 Serviceability limit states
   7.1 General
   7.2 Vibrations caused by pedestrians
       7.2.1 Vertical vibrations
       7.2.2 Horizontal vibrations
   7.3 Vibrations caused by vehicles
   7.4 Vibrations caused by wind
8 Connections
   8.1 General
   8.2 Timber-to concrete connections in composite beams
       8.2.1 General
       8.2.2 Laterally loaded dowel-type fasteners
       8.2.3 Axially loaded dowel-type fasteners
       8.2.4 Grooved connections
9 Fatigue
10 Control
Annex A (informative) Glued-in steel rods
A.1 General
A.2 Axially loaded rods
    A.2.1 General
    A.2.2 Ultimate limit state
    A 2.3 Serviceability limit states
A.3 Laterally loaded rods
    A.3.1 Ultimate limit state
    A.3.2 Serviceability limit states
A.4 Combined laterally and axially loaded rods
A 5 Execution
Annex B (informative) Fatigue verification
Annex C (informative) Lateral load-carrying capacity
        of dowel-type fasteners