Title: Designers' Guide to EN 1992 Eurocode 2 : Design of Concrete Structure, Part 2 : Concrete Bridges Author: C.R. Hendy, D.A. Smith ISBN: 0727731599 / 9780727731593 Format: Hard Cover Pages: 300 Publisher: ICE Publishing Year: 2011 Availability: Out of Stock
Description
Contents
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