Book contents
- Frontmatter
- Contents
- Preface
- Acknowledgements
- Notation
- Acknowledgements for tables and diagrams
- Acronyms and abbreviations
- Part I Reinforced concrete
- 1 Introduction
- 2 Design properties of materials
- 3 Ultimate strength analysis and design for bending
- 4 Deflection of beams and crack control
- 5 Ultimate strength design for shear
- 6 Ultimate strength design for torsion
- 7 Bond and stress development
- 8 Slabs
- 9 Columns
- 10 Walls
- 11 Footings, pile caps and retaining walls
- Part II Prestressed concrete
- Appendix A Elastic neutral axis
- Appendix B Critical shear perimeter
- Appendix C Development of an integrated package for design of reinforced concrete flat plates on personal computer
- Appendix D Strut-and-tie modelling of concrete structures
- Appendix E Australian Standard precast prestressed concrete bridge girder sections
- References
- Index
5 - Ultimate strength design for shear
from Part I - Reinforced concrete
- Frontmatter
- Contents
- Preface
- Acknowledgements
- Notation
- Acknowledgements for tables and diagrams
- Acronyms and abbreviations
- Part I Reinforced concrete
- 1 Introduction
- 2 Design properties of materials
- 3 Ultimate strength analysis and design for bending
- 4 Deflection of beams and crack control
- 5 Ultimate strength design for shear
- 6 Ultimate strength design for torsion
- 7 Bond and stress development
- 8 Slabs
- 9 Columns
- 10 Walls
- 11 Footings, pile caps and retaining walls
- Part II Prestressed concrete
- Appendix A Elastic neutral axis
- Appendix B Critical shear perimeter
- Appendix C Development of an integrated package for design of reinforced concrete flat plates on personal computer
- Appendix D Strut-and-tie modelling of concrete structures
- Appendix E Australian Standard precast prestressed concrete bridge girder sections
- References
- Index
Summary
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- Type
- Chapter
- Information
- Reinforced and Prestressed ConcreteAnalysis and Design with Emphasis on Application of AS3600-2009, pp. 99 - 122Publisher: Cambridge University PressPrint publication year: 2010