I.S. ENV 1995-2:1997
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
EUROCODE 5: DESIGN OF TIMBER STRUCTURES - BRIDGES
Hardcopy , PDF
02-11-2005
English
01-01-1997
For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.
Only cited Standards give presumption of conformance to New Approach Directives/Regulations.
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
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