Description based upon print version of record.

otation
Introduction to design and Properties of Reinforced Concrete
Limit State Design
Analysis of the Structure at the Ultimate Limit State
Analysis of the Section
Shear, Bond and Torsion
Serviceability, Durability and Stability Requirements
Design of Reinforced Concrete Beams
Design of Reinforced Concrete Slabs
Column Design
Foundations and Retaining Walls
Prestressed Concrete Water Retaining Structures
Composite Construction.
• Machine generated contents note: 1.Introduction to design and properties of reinforced concrete
• 1.1.Design processes
• 1.2.Composite action
• 1.3.Stress-strain relations
• 1.4.Shrinkage and thermal movement
• 1.5.Creep
• 1.6.Durability
• 1.7.Specification of materials
• 2.Limit state design
• 2.1.Limit states
• 2.2.Characteristic material strengths and characteristic loads
• 2.3.Partial factors of safety
• 2.4.Combination of actions
• 2.5.Global factor of safety
• 3.Analysis of the structure at the ultimate limit state
• 3.1.Actions
• 3.2.Load combinations and patterns
• 3.3.Analysis of beams
• 3.4.Analysis of frames
• 3.5.Shear wall structures resisting horizontal loads
• 3.6.Redistribution of moments
• 4.Analysis of the section
• 4.1.Stress-strain relations
• 4.2.Distribution of strains and stresses across a section in bending
• 4.3.Bending and the equivalent rectangular stress block
• Contents note continued: 4.4.Singly reinforced rectangular section in bending at the ultimate limit state
• 4.5.Rectangular section with compression reinforcement at the ultimate limit state
• 4.6.Flanged section in bending at the ultimate limit state
• 4.7.Moment redistribution and the design equations
• 4.8.Bending plus axial load at the ultimate limit state
• 4.9.Rectangular-parabolic stress block
• 4.10.Triangular stress block
• 5.Shear, bond and torsion
• 5.1.Shear
• 5.2.Anchorage bond
• 5.3.Laps in reinforcement
• 5.4.Analysis of section subject to torsional moments
• 6.Serviceability, durability and stability requirements
• 6.1.Detailing requirements
• 6.2.Span-effective depth ratios
• 6.3.Calculation of deflection
• 6.4.Flexural cracking
• 6.5.Thermal and shrinkage cracking
• 6.6.Other serviceability requirements
• 6.7.Limitation of damage caused by accidental loads
• 6.8.Design and detailing for seismic forces
• Contents note continued: 7.Design of reinforced concrete beams
• 7.1.Preliminary analysis and member sizing
• 7.2.Design for bending of a rectangular section with no moment redistribution
• 7.3.Design for bending of a rectangular section with moment redistribution
• 7.4.Flanged beams
• 7.5.One-span beams
• 7.6.Design for shear
• 7.7.Continuous beams
• 7.8.Cantilever beams, corbels and deep beams
• 7.9.Curtailment and anchorage of reinforcing bars
• 7.10.Design for torsion
• 7.11.Serviceability and durability requirements
• 8.Design of reinforced concrete slabs
• 8.1.Shear in slabs
• 8.2.Span-effective depth ratios
• 8.3.Reinforcement details
• 8.4.Solid slabs spanning in one direction
• 8.5.Solid slabs spanning in two directions
• 8.6.Flat slab floors
• 8.7.Ribbed and hollow block floors
• 8.8.Stair slabs
• 8.9.Yield line and strip methods
• 9.Column design
• 9.1.Loading and moments
• 9.2.Column classification and failure modes
• Contents note continued: 9.3.Reinforcement details
• 9.4.Short columns resisting moments and axial forces
• 9.5.Non-rectangular sections
• 9.6.Biaxial bending of short columns
• 9.7.Design of slender columns
• 9.8.Walls
• 10.Foundations and retaining walls
• 10.1.Pad footings
• 10.2.Combined footings
• 10.3.Strap footings
• 10.4.Strip footings
• 10.5.Raft foundations
• 10.6.Piled foundations
• 10.7.Design of pile caps
• 10.8.Retaining walls
• 11.Prestressed concrete
• 11.1.Principles of prestressing
• 11.2.Methods of prestressing
• 11.3.Analysis of concrete section under working loads
• 11.4.Design for the serviceability limit state
• 11.5.Analysis and design at the ultimate limit state
• 12.Water-retaining structures
• 12.1.Scope and principles
• 12.2.Joints in water-retaining structures
• 12.3.Reinforcement details
• 12.4.Basements and underground tanks
• 12.5.Design methods
• 13.Composite construction
• 13.1.The design procedure
• Contents note continued: 13.2.Design of the steel beam for conditions during construction
• 13.3.The composite section at the ultimate limit state
• 13.4.Design of shear connectors
• 13.5.Transverse reinforcement in the concrete flange
• 13.6.Deflection checks at the serviceability limit state.