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I.S. ENV 1995-2:1997

Superseded
Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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
Available format(s)

Hardcopy , PDF

Superseded date

11-02-2005

Language(s)

English

Published date

01-01-1997

Preview

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

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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