Worked Examples for the Design of Concrete Structures to Eurocode
Worked Examples for the Design of Concrete Structures to Eurocode
Contents
Preface.Acknowledgements
Author .
Symbols and Notes
Chapter 1 Eurocodes and Design Actions
1.1 Actions1.2 Material Properties
1.3 Buildings
1.3.1 Ultimate Limit State
1.3.2 Serviceability Limit States
1.4 Containment Structures
1.4.1 Ultimate Limit State
1.4.2 Serviceability Limit States
1.5 Geotechnical Design
Chapter 2 Design of Members
2.1 Principles and Requirements2.2 Durability
2.2.1 Exposure Classes
2.2.2 Concrete Strength Classes and Covers
2.3 Fire Resistance
2.3.1 Building Regulations
2.3.2 Design Procedures
2.4 Bending and Axial Force
2.4.1 Basic Assumptions
2.4.2 Beams and Slabs
2.4.2.1 Singly Reinforced Rectangular Sections
2.4.2.2 Doubly Reinforced Rectangular Sections
2.4.2.3 Design Formulae for Rectangular Sections
2.4.2.4 Flanged Sections
2.4.2.5 Analysis of a Given Section
2.4.3 Columns
2.4.3.1 Rectangular Columns
2.4.3.2 Circular Columns
2.4.3.3 Analysis of a Given Section
2.4.3.4 Example
2.5 Shear
2.5.1 Members without Shear Reinforcement
2.5.2 Members with Shear Reinforcement
2.5.3 Shear under Concentrated Loads .
2.5.4 Bottom-Loaded Beams
2.6 Torsion
2.7 Deflection
2.8 Cracking
2.9 Considerations Affecting Design Details .
2.9.1 Ties in Structures
2.9.2 Anchorage Lengths
2.9.3 Laps in Bars
2.9.4 Bends in Bars
2.9.5 Curtailment of Reinforcement
2.10 Reinforcement . 15
2.10.1 Bars
2.10.2 Fabric
Chapter 3 Example 1: Multi-Storey Building
Chapter 4 Example 2: Foundations to Multi-Storey Building
Chapter 5 Example 3: Free-Standing Cantilever Earth-Retaining Wall .
Chapter 6 Example 4: Underground Service Reservoir
Chapter 7 Example 5: Open-Top Rectangular Tank
Chapter 8 Example 6: Open-Top Cylindrical Tank
Appendix A: General InformationAppendix B: Beam on Elastic Foundation
Appendix C: Rectangular and Cylindrical Tanks
Index.
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