I.S. 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

Covers the design of the main structural parts of bridges, i.e. structural members of importance for the reliability of the whole bridge or major parts of it, made of timber and other wood based materials, either singly or composite with concrete, steel or other materials.