EN 1995-2:2004

Eurocode 5: Design of timber structures - Part 2: Bridges

(1) EN 1995-2 gives general design rules for the 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 or other wood-based materials, either singly or compositely with concrete, steel or other materials.
(2) The following subjects are dealt with in EN 1995-2:
Section 1:   General
Section 2:   Basis of design
Section 3:   Material properties
Section 4:   Durability
Section 5:   Basis of structural analysis
Section 6:   Ultimate limit states
Section 7:   Serviceability limit states
Section 8:   Connections
Section 9:   Structural detailing and control
(3) Section 1 and Section 2 also provide additional clauses to those given in EN 1990:2002 "Eurocode: Basis of structural design".
(4) Unless specifically stated, EN 1995-1-1 applies.

Eurocode 5: Bemessung und Konstruktion von Holzbauten - Teil 2: Brücken

Eurocode 5: Conception et calcul des structures bois - Partie 2: Ponts

Evrokod 5: Projektiranje lesenih konstrukcij - 2. del: Mostovi

General Information

• Status: Published
• Publication Date: 23-Nov-2004
• Withdrawal Date: 30-Mar-2010
• ICS: 91.010.30 - Technical aspects
• ICS: 91.080.20 - Timber structures
• ICS: 93.040 - Bridge construction
• Technical Committee: CEN/TC 250 - Structural Eurocodes
• Drafting Committee: CEN/TC 250/SC 5 - Eurocode 5: Design of timber structures
• Current Stage: 6060 - Definitive text made available (DAV) - Publishing
• Start Date: 24-Nov-2004
• Completion Date: 24-Nov-2004
• Directive: 305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
• Directive: 89/106/EEC - Construction products
• Mandate: M/265 - Mandate to CEN for the conversion of the Eurocodes from ENV into EN concerning the structural and geotechnical design of buildings and civil engineering works
• Mandate: M/BC/CEN/89/11 - Framework mandate to CEN on Eurocode work : execution of a standardization programme on Eurocodes for the structural design of building and civil engineering works
• Ref Project: SIST EN 1995-2:2005 - Eurocode 5: Design of timber structures - Part 2: Bridges

Relations

• Revised: prEN 1995-2 - Eurocode 5 - Design of timber structures - Part 2: Bridges
• Effective Date: 31-Jul-2019

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Eurocode 5: Design of timber structures - Part 2: BridgesEvrokod 5: Projektiranje lesenih konstrukcij - 2. del: MostoviEurocode 5: Conception et calcul des structures bois - Partie 2: PontsEurocode 5: Bemessung und Konstruktion von Holzbauten - Teil 2: BrückenTa slovenski standard je istoveten z:EN 1995-2:2004SIST EN 1995-2:2005en93.040Gradnja mostovBridge construction91.080.20Lesene konstrukcijeTimber structures91.010.30Technical aspectsICS:SLOVENSKI
STANDARDSIST EN 1995-2:200501-maj-2005







EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1995-2
November 2004 ICS 91.010.30; 91.080.20; 93.040 Supersedes ENV 1995-2:1997 English version
Eurocode 5: Design of timber structures - Part 2: Bridges
Eurocode 5: Conception et calcul des structures bois - Partie 2: Ponts
Eurocode 5: Bemessung und Konstruktion von Holzbauten - Teil 2: Brücken This European Standard was approved by CEN on 26 August 2004.
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Central Secretariat or to any CEN member.
This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: rue de Stassart, 36
B-1050 Brussels © 2004 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1995-2:2004: E



EN 1995-2:2004 (E)
2 Contents
Foreword 3 Section 1 General 6 1.1 Scope 6 1.1.1 Scope of EN 1990 6 1.1.2 Scope of EN 1995-2 6 1.2 Normative references 6 1.3 Assumptions 7 1.4 Distinction between principles and application rules 7 1.5 Definitions 7 1.5.1 General 7 1.5.2 Additional terms and definitions used in this present standard 7 1.6 Symbols used in EN 1995-2 9 Section 2 Basis of design 11 2.1 Basic requirements 11 2.2 Principles of limit state design 11 2.3 Basic variables 11 2.3.1 Actions and environmental influences 11 2.4 Verification by the partial factor method 11 2.4.1 Design value of material property 11 Section 3 Material properties 13 Section 4 Durability 14 4.1 Timber 14 4.2 Resistance to corrosion 14 4.3 Protection of timber decks from water by sealing 14 Section 5 Basis of structural analysis 15 5.1 Laminated deck plates 15 5.1.1 General 15 5.1.2 Concentrated vertical loads 15 5.1.3 Simplified analysis 16 5.2 Composite members 17 5.3 Timber-concrete composite members 17 Section 6 Ultimate limit states 18 6.1 Deck plates 18 6.1.1 System strength 18 6.1.2 Stress-laminated deck plates 19 6.2 Fatigue 21 Section 7 Serviceability limit states 22 7.1 General 22 7.2 Limiting values for deflections 22 7.3 Vibrations 22 7.3.1 Vibrations caused by pedestrians 22 7.3.2 Vibrations caused by wind 22 Section 8 Connections 23 8.1 General 23 8.2 Timber-concrete connections in composite beams 23 8.2.1 Laterally loaded dowel-type fasteners 23 8.2.2 Grooved connections 23 Section 9 Structural detailing and control 24 Annex A (informative) Fatigue verification 25 A.1 General 25 A.2 Fatigue loading 25 A.3 Fatigue verification 26 Annex B (informative) Vibrations caused by pedestrians 28 B.1 General 28 B.2 Vertical vibrations 28 B.3
Horizontal vibrations 28



EN 1995-2:2004 (E)
3Foreword
This European Standard EN 1995-2 has been prepared by Technical Committee CEN/TC250 “Structural Eurocodes”, the Secretariat of which is held by BSI.
This European Standard shall be given the status of a National Standard, either by publication of an identical text or by endorsement, at the latest by May 2005, and conflicting national standards shall be withdrawn at the latest by March 2010.
This European Standard supersedes ENV 1995-2:1997.
CEN/TC250 is responsible for all Structural Eurocodes.
According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxemburg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia, Slovenia, Spain, Swed
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