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Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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EUROCODE 5: DESIGN OF TIMBER STRUCTURES - BRIDGES
Hardcopy , PDF
11-02-2005
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.
Dates of withdrawal of national standards are available from NSAI.
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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.
| DocumentType |
Standard
|
| Pages |
48
|
| PublisherName |
National Standards Authority of Ireland
|
| Status |
Superseded
|
| SupersededBy |
| Standards | Relationship |
| ENV 1995-2 : 1997 | Identical |
| ENV 1993-2 : 1997 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 2: STEEL BRIDGES |
| ENV 1992-2 : DRAFT 96 | EUROCODE 2: DESIGN OF CONCRETE STRUCTURES - CONCRETE BRIDGES |
| ENV 1991-1 : DRAFT 1994 | EUROCODE 1: BASIS OF DESIGN AND ACTIONS ON STRUCTURES - BASIS OF DESIGN |
| EN 338:2016 | Structural timber - Strength classes |
| ISO 2631-1:1997 | Mechanical vibration and shock — Evaluation of human exposure to whole-body vibration — Part 1: General requirements |
| ENV 1998-2:1994/AC:1997 | EUROCODE 8 - DESIGN PROVISIONS FOR EARTHQUAKE RESISTANCE OF STRUCTURES - BRIDGES |
| ENV 1992-1-1 : DRAFT 91 COR 1992 | EUROCODE 2: DESIGN OF CONCRETE STRUCTURES - GENERAL RULES AND RULES FOR BUILDINGS |
| ENV 1993-1-1:1992/A2:1998 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - GENERAL RULES AND RULES FOR BUILDINGS |
| EN 384:2016 | Structural timber - Determination of characteristic values of mechanical properties and density |
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