Reinforced and Prestressed Concrete Design to EC2 : the Complete Process, Second Edition.

Cover
 Title Page
 Copyright Page
 Contents
 Preface
 Acknowledgements
 PART I: Structural loading and qualitative design
 1. Fundamentals of qualitative design
 1.1 The design process
 1.2 Structural materials
 1.3 Basic structural members
 1.4 Structural systems
 2. Basic layout of concrete structures
 2.1 Identification of load paths in structures
 2.2 Vertical load resisting systems
 2.3 Horizontal load resisting systems
 2.4 Resistance of structures to incremental collapse
 3. Loads and load effects
 3.1 Loads and load effects
 3.2 Classification of loads
 3.3 Tributary areas. 3.4 Permanent gravity loads on structures3.5 Variable gravity loads on structures
 3.6 Wind load on structures
 3.7 Limit-state design
 PART II: Preliminary analysis and design
 4. Fundamentals of structural analysis
 4.1 Introduction
 4.2 Finding moment and shear in determinate linear elastic structures
 4.3 Finding internal bending moment in indeterminate linear elastic structures
 4.4 Non-linear analysis of indeterminate structures
 4.5 Finding shear force, axial force and deflection
 5. Applications of structural analysis to concrete structures
 5.1 Introduction. 5.2 Continuous beam analysis5.3 Plastic moment redistribution
 5.4 The implications of lower-bound methods
 5.5 Analysis of frames
 5.6 Analysis of slabs
 5.7 Analysis of shear wall systems
 6. Preliminary sizing of members
 6.1 Introduction
 6.2 Material grades
 6.3 Preliminary sizing of beams
 6.4 Preliminary sizing of slabs
 6.5 Reinforcement in beams and slabs
 6.6 Preliminary sizing of columns and walls
 7. Case studies
 7.1 Introduction
 7.2 Case Study 1 --
Simple Industrial Building
 7.3 Case Study 2 --
Office Building
 7.4 Case Study 3 --
Doughnut Shaped Office Building. 7.5 Case Study 4 --
Residential Building with Underground Car Park7.6 Case Study 5 --
Hotel
 7.7 Case Study 6 --
Grandstand
 PART III: Detailed member design
 8. Design of reinforced concrete members for bending
 8.1 Introduction
 8.2 Second moments of area (linear elastic)
 8.3 Elastic deflections and crack widths
 8.4 Stress/strain relationships and modes of failure
 8.5 Ultimate moment capacity
 8.6 Balanced design and section ductility
 8.7 Anchorage length
 9. Design of prestressed concrete members for bending
 9.1 Introduction
 9.2 Prestressing methods and equipment
 9.3 Basis of design. 9.4 Prestressing force and eccentricity9.5 Losses in prestress force
 9.6 Secondary effects of prestress
 9.7 Ultimate moment capacity of prestressed concrete
 10. Combined axial force and bending of reinforced concrete members
 10.1 Introduction
 10.2 Classification of compression members (columns)
 10.3 Design of short members for axial force
 10.4 Design of short members for axial force and uniaxial bending
 10.5 Design of short members for axial force and biaxial bending
 10.6 Design of slender members for axial force and uniaxial bending
 10.7 Design of reinforced concrete deep beams.