This guide describes the principles and requirements for safety, serviceability and durability of concrete bridges.
It provides the user with guidance on the interpretation and use of EN 1992-2 and the relevant provisions of the general rules of EN 1992-1-1. Worked examples are provided to illustrate the use of the rules. It also explains the relationship with the other Eurocode parts to which if refers (ENs 1990, 1991).
Introduction
Chapter 1 : General
Chapter 2 : Basis of Design
Chapter 3 : Materials
Chapter 4 : Durability and Cover to Reinforcement
Chapter 5 : Structural Analysis
Chapter 6 : Ultimate Limit States
Chapter 7 : Serviceability Limit States
Chapter 8 : Detailing of Reinforcement and Prestressing Steel
Chapter 9 : Detailing of Members and Particular Rules
Chapter 10 : Additional Rules for Precast Concrete Elements and Structures
Chapter 11 : Lightweight Aggregate Concrete Structures
Chapter 12 : Plain and Lightly Reinforced Concrete Structures
Chapter 13 : Design for The Execution Stages
Annex A : Modification of Partial Factors for Materials (Informative)
Annex B : Creep and Shrinkage Strain (Informative)
Annex C : Reinforcement Properties (Normative)
Annex D : Detailed Calculation Method for Prestressing Steel Relaxation Losses (Informative)
Annex E : Indicative Strength Classes for Durability (Informative)
Annex F : Tension Reinforcement Expressions for In-Plane Stress Conditions (Informative)
Annex G : Soil-Structure Interaction
Annex I : Analysis of Flat Slabs (Informative)
Annex J : Detailing Rules for Particular Situations (Informative)
Annex K : Structural Effects of Time-Dependent Behaviour (Informative)
Annex L : Concrete Shell Elements (Informative)
Annex M : Shear and Transverse Bending (Informative)
Annex N : Damage Equivalent Stresses for Fatigue Verification (Informative)
Annex O : Typical Bridge Discontinuity Regions (Informative)
Annex P : Safety Format for Non-Linear Analysis (Informative)
Annex Q : Control of Shear Cracks Within Webs (Informative)
References
Index
