I.S. EN 1992-2:2005

SECTION 1 General
1.1 Scope
      1.1.2 Scope of Part 2 of Eurocode 2
1.106 Symbols
SECTION 2 Basis of Design
SECTION 3 Materials
3.1 Concrete
      3.1.2 Strength
      3.1.6 Design compressive and tensile strengths
3.2 Reinforcing steel
      3.2.4 Ductility characteristics
SECTION 4 Durability and cover to reinforcement
4.2 Environmental conditions
4.3 Requirements for durability
4.4 Methods of verifications
      4.4.1 Concrete cover
SECTION 5 Structural analysis
5.1 General
      5.1.1 General requirements
      5.1.3 Load cases and combinations
5.2 Geometric imperfections
5.3 Idealisation of the structure
      5.3.1 Structural models for overall analysis
      5.3.2 Geometric data
5.5 Linear elastic analysis with limited redistribution
5.6 Plastic analysis
      5.6.1 General
      5.6.2 Plastic analysis for beams, frames and slabs
      5.6.3 Rotation capacity
5.7 Non-linear analysis
5.8 Analysis of second order effects with axial load
      5.8.3 Simplified criteria for second order effects
      5.8.4 Creep
5.10 Prestressed members and structures
      5.10.1 General
      5.10.8 Effects of prestressing at ultimate limit state
SECTION 6 Ultimate Limit States (ULS)
6.1 Bending with or without axial force
6.2 Shear
      6.2.2 Members not requiring design shear reinforcement
      6.2.3 Members requiring design shear reinforcement
      6.2.4 Shear between web and flanges of T-sections
      6.2.5 Shear at the interface between concrete cast at
              different times
      6.2.106 Shear and transverse bending
6.3 Torsion
      6.3.2 Design procedure
6.7 Partially loaded areas
6.8 Fatigue
      6.8.1 Verification conditions
      6.8.4 Verification procedure for reinforcing and
              prestressing steel
      6.8.7 Verification of concrete under compression or shear
6.109 Membrane elements
SECTION 7 Serviceability Limit States (SLS)
7.2 Stresses
7.3 Crack control
      7.3.1 General considerations
      7.3.2 Minimum reinforcement areas
      7.3.3 Control of cracking without direct calculation
      7.3.4 Calculation of crack widths
7.4 Deflection control
      7.4.1 General considerations
      7.4.2 Cases where calculations may be omitted
SECTION 8 Detailing of reinforcement and prestressing tendons -
          General
8.9 Bundled bars
      8.9.1 General
8.10 Prestressing tendons
      8.10.3 Anchorage zones of post-tensioned members
      8.10.4 Anchorages and couplers for prestressing tendons
SECTION 9 Detailing of members and particular rules
9.1 General
9.2 Beams
      9.2.2 Shear reinforcement
9.5 Columns
      9.5.3 Transverse reinforcement
9.7 Deep beams
9.8 Foundations
      9.8.1 Pile caps
9.10 Tying systems
SECTION 10 Additional rules for precast concrete elements and
           structures
10.1 General
10.9 Particular rules for design and detailing
      10.9.7 Tying systems
SECTION 11 Lightweight aggregate concrete structures
11.9 Detailing of members and particular rules
SECTION 12 Plain and lightly reinforced concrete structures
SECTION 113 Design for the execution stages
113.1 General
113.2 Actions during execution
113.3 Verification criteria
      113.3.1 Ultimate limit states
      113.3.2 Serviceability limit states
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
Annex NA (informative) Irish National Annex to Eurocode 2:
         Design of concrete structures - Concrete bridges -
         Design and detailing rules
      NA.1 Scope
      NA.2 Nationally Determined Parameters
      NA.3 Irish decisions on the status of Informative Annexes
           NA.3.1 Annex A Modification of partial factors for
                   materials
           NA.3.2 Annex B Creep and shrinkage strain
           NA.3.3 Annex D Detailed calculation method for
                   prestressing steel relaxation losses
           NA.3.4 Annex E Indicative strength classes for
                   durability
           NA.3.5 Annex F Tension reinforcement expressions for
                   in-plane stress conditions
           NA.3.6 Annex G Soil structure interaction
           NA.3.7 Annex H Global second order effects in
                   structures
           NA.3.8 Annex I Analysis of flat slabs and shear walls
           NA.3.9 Annex J Detailing rules for particular
                   situations
           NA.3.10 Annex KK Structural effects of time dependent
                   behaviour of concrete
           NA.3.11 Annex LL Concrete shell elements
           NA.3.12 Annex MM Shear and transverse bending
           NA.3.13 Annex NN Damage equivalent stresses for fatigue
                   verification
           NA.3.14 Annex OO Typical bridge discontinuity regions
           NA.3.15 Annex PP Safety format for non-linear analysis
           NA.3.16 Annex QQ Control of shear cracks within webs
Bibliography

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.