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EN 1992-2:2005/AC:2008

Current

Current

The latest, up-to-date edition.

EUROCODE 2 - DESIGN OF CONCRETE STRUCTURES - PART 2: CONCRETE BRIDGES - DESIGN AND DETAILING RULES

Amendment of

EN 1992-2:2005

Published date

07-30-2008

SECTION 1 - General
SECTION 2 - Basis of Design
SECTION 3 - Materials
SECTION 4 - Durability and cover to reinforcement
SECTION 5 - Structural analysis
SECTION 6 - Ultimate Limit States (ULS)
SECTION 7 - Serviceability Limit States (SLS)
SECTION 8 - Detailing of reinforcement and prestressing
            tendons - General
SECTION 9 - Detailing of members and particular rules
SECTION 10 - Additional rules for precast concrete elements
             and structures
SECTION 11 - Lightweight aggregate concrete structures
SECTION 12 - Plain and lightly reinforced concrete structures
SECTION 113 - Design for the execution stages
ANNEX A (informative) - Modification of partial factors for
        materials
ANNEX B (informative) - Creep and shrinkage strain
ANNEX C (normative) - Properties of reinforcement suitable
        for use with this Eurocode
ANNEX D (informative) - Detailed calculation method for
        prestressing steel relaxation losses
Annex E (informative) - Indicative strength classes for
        durability
Annex F (Informative) - Tension reinforcement expressions
        for in-plane stress conditions
Annex G (informative) - Soil structure interaction
Annex H (informative) - Global second order effects in
        structures
Annex I (informative) - Analysis of flat slabs and shear
        walls
Annex J (informative) - Detailing rules for particular
        situations
Annex KK (informative) - Structural effects of time dependent
         behaviour of concrete
Annex LL (informative) - Concrete shell elements
Annex MM (informative) - Shear and transverse bending
Annex NN (informative) - Damage equivalent stresses for
         fatigue verification
ANNEX OO (informative) - Typical bridge discontinuity regions
Annex PP (informative) - Safety format for non linear analysis
Annex QQ (informative) - Control of shear cracks within webs

Provides a basis for the design of bridges and parts of bridges in plain, reinforced and prestressed concrete made with normal and light weight aggregates.

Committee
CEN/TC 250
DevelopmentNote
Supersedes ENV 1992-2 (12/2005)
DocumentType
Standard
PublisherName
Comite Europeen de Normalisation
Status
Current

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