BS EN 1992-2:2005

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

BS EN 1992-2 gives principles and application rules for the design of concrete bridges in addition to those stated in BS EN 1992-1-1. All relevant clauses of BS EN 1992-1-1 are applicable unless specifically deleted or varied by BS EN 1992-2. Clauses of EN 1992-1-1 that apply to the design of bridges are listed at the beginning of each section. In addition to dealing with the design requirements at various limit states, the code also provides guidance on safety format for non-linear analysis. Twelve informative annexes provide detailed guidance on specific topics.

(101)P Part 2 of Eurocode 2 gives a basis for the design of bridges and parts of bridges in plain, reinforced and prestressed concrete made with normal and light weight aggregates.

(102)P The following subjects are dealt with in Part 2.

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

Section 7: Serviceability limit states

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