Reinforced Concrete: Mechanics and Design, 8th edition

1. INTRODUCTION
   • 1-1 Reinforced Concrete Structures
   • 1-2 Mechanics of Reinforced Concrete
   • 1-3 Reinforced Concrete Members
   • 1-4 Factors Affecting Choice of Reinforced Concrete for a Structure
   • 1-5 Historical Development of Concrete and Reinforced Concrete as Structural Materials
   • 1-6 Building Codes and the ACI Code
   • References
2. THE DESIGN PROCESS
   • 2-1 Objectives of Design
   • 2-2 The Design Process
   • 2-3 Limit States and the Design of Reinforced Concrete
   • 2-4 Structural Safety
   • 2-5 Probabilistic Calculation of Safety Factors
   • 2-6 Design Procedures Specified in the ACI Building Code
   • 2-7 Load Factors and Load Combinations in the 2019 ACI Code
   • 2-8 Loadings and Actions
   • 2-9 Design for Economy
   • 2-10 Sustainability
   • 2-11 Customary Dimensions and Construction Tolerances
   • 2-12 Inspection
   • 2-13 Accuracy of Calculations
   • 2-14 Handbooks and Design Aids
   • References
3. MATERIALS
   • 3-1 Concrete
   • 3-2 Behavior of Concrete Failing in Compression
   • 3-3 Compressive Strength of Concrete
   • 3-4 Strength Under Tensile and Multiaxial Loads
   • 3-5 Stress-Strain Curves for Concrete
   • 3-6 Time-Dependent Volume Changes
   • 3-7 High-Strength Concrete
   • 3-8 Lightweight Concrete
   • 3-9 Fiber Reinforced Concrete
   • 3-10 Durability of Concrete
   • 3-11 Behavior of Concrete Exposed to High and Low Temperatures
   • 3-12 Shotcrete
   • 3-13 Reinforcement
   • 3-15 Fiber-Reinforced Polymer (FRP) Reinforcement
   • 3-16 Prestressing Steel
   • References
4. FLEXURE: BEHAVIOR AND NOMINAL STRENGTH OF BEAM SECTIONS
   • 4-1 Introduction
   • 4-2 Flexure Theory
   • 4-3 Simplifications in Flexure Theory for Design
   • 4-4 Analysis of Nominal Moment Strength for Singly Reinforced Beam Sections
   • 4-5 Definition of Balanced Conditions
   • 4-6 Code Definitions of Tension-Controlled and Compression-Controlled Sections
   • 4-7 Beams With Compression Reinforcement
   • 4-8 Analysis of Flanged Sections
   • References
5. FLEXURAL DESIGN OF BEAM SECTIONS
   • 5-1 Introduction
   • 5-2 Analysis of Continuous One-Way Floor Systems
   • 5-3 Design of Singly Reinforced Beam Sections with Rectangular Compression Zones
   • 5-4 Design of Doubly Reinforced Beam Sections
   • 5-5 Design of Continuous One-Way Slabs
   • References
6. SHEAR IN BEAMS
   • 6-1 Introduction
   • 6-2 Basic Theory
   • 6-3 Behavior of Beams Failing in Shear
   • 6-4 Analysis and Design of Reinforced Concrete Beams for Shear—ACI Code
   • 6-5 Other Shear Design Methods
   • 6-6 Hanger Reinforcement
   • 6-7 Shear in Axially Loaded Members
   • References
7. TORSION
   • 7-1 Introduction and Basic Theory
   • 7-2 Behavior of Reinforced Concrete Members Subjected to Torsion
   • 7-3 Thin-Walled Tube Analogies
   • 7-4 Design for Torsion and Shear—ACI Code Approach
   • 7-5 ACI Code Design Method for Torsion
   • References
8. DEVELOPMENT, ANCHORAGE, AND SPLICING OF REINFORCEMENT
   • 8-1 Introduction
   • 8-2 Mechanism of Bond Transfer
   • 8-3 Development Length
   • 8-4 Hooked Anchorages
   • 8-5 Headed Bars in Tension
   • 8-6 Design for Anchorage
   • 8-7 Bar Cutoffs and Development of Bars in Flexural Members
   • 8-8 Reinforcement Continuity and Structural Integrity Requirements
   • 8-9 Splices
   • References
9. SERVICEABILITY
   • 9-1 Introduction
   • 9-2 Elastic Analysis of Stresses in Beam Sections
   • 9-3 Cracking
   • 9-4 Deflections of Concrete Beams
   • 9-5 Consideration of Deflections in Design
   • 9-6 Frame Deflections
   • 9-7 Vibrations
   • 9-8 Fatigue
   • References
10. CONTINUOUS BEAMS AND ONE-WAY SLABS
    • 10-1 Introduction
    • 10-2 Continuity in Reinforced Concrete Structures
    • 10-3 Continuous Beams
    • 10-4 Design of Girders
    • 10-5 Joist Floors
    • References
11. COLUMNS: COMBINED AXIAL LOAD AND BENDING
    • 11-1 Introduction
    • 11-2 Tied and Spiral Columns
    • 11-3 Interaction Diagrams
    • 11-4 Interaction Diagrams for Reinforced Concrete Columns
    • 11-5 Design of Short Columns
    • 11-6 Contributions of Steel and Concrete to Column Strength
    • 11-7 Biaxially Loaded Columns
    • References
12. SLENDER COLUMNS
    • 12-1 Introduction
    • 12-2 Behavior and Analysis of Pin-Ended Columns
    • 12-3 Design of Columns in Nonsway Frames
    • 12-4 Behavior of Restrained Columns in Sway Frames
    • 12-5 Calculation of Moments in Sway Frames Using Second-Order Analysis
    • 12-6 Design of Columns in Sway Frames
    • 12-7 General Analysis of Slenderness Effects
    • 12-8 Torsional Critical Load
    • References
13. TWO-WAY SLABS: BEHAVIOR, ANALYSIS, AND DESIGN
    • 13-1 Introduction
    • 13-2 History of Two-Way Slabs
    • 13-3 Behavior of Slabs Loaded to Failure in Flexure
    • 13-4 Analysis of Moments in Two-Way Slabs
    • 13-5 Distribution of Moments in Slabs
    • 13-6 Design of Slabs
    • 13-7 The Direct-Design Method
    • 13-8 Equivalent-Frame Analysis Methods
    • 13-9 Shear Strength of Two-Way Slabs
    • 13-10 Combined Shear and Moment Transfer in Two-Way Slabs
    • 13-11 Details and Reinforcement Requirements
    • 13-12 Design of Slabs Without Beams
    • 13-13 Construction Loads on Slabs
    • 13-14 Deflections in Two-Way Slab Systems
    • 13-15 Use of Post-Tensioning
    • References
14. TWO-WAY SLABS: ELASTIC AND YIELD-LINE ANALYSES
    • 14-1 Review of Elastic Analysis of Slabs
    • 14-2 Design Moments from a Finite-Element Analysis
    • 14-3 Yield-Line Analysis of Slabs: Introduction
    • 14-4 Yield-Line Analysis: Applications for Two-Way Slab Panels
    • 14-5 Yield-Line Patterns at Discontinuous Corners
    • 14-6 Yield-Line Patterns at Columns or at Concentrated Loads
    • References
15. FOOTINGS
    • 15-1 Introduction
    • 15-2 Soil Pressure Under Footings
    • 15-3 Structural Action of Strip and Spread Footings
    • 15-4 Strip or Wall Footings
    • 15-5 Spread Footings
    • 15-6 Combined Footings
    • 15-7 Mat Foundations
    • 15-8 Pile Caps
    • References
16. SHEAR FRICTION, HORIZONTAL SHEAR TRANSFER, AND COMPOSITE CONCRETE BEAMS
    • 16-1 Introduction
    • 16-2 Shear Friction
    • 16-3 Composite Concrete Beams
    • References
17. DISCONTINUITY REGIONS AND STRUT-AND-TIE MODELS
    • 17-1 Introduction
    • 17-2 Struts
    • 17-3 Ties
    • 17-4 Nodes and Nodal Zones
    • 17-5 Other Strut-and-Tie Elements
    • 17-6 Layout of Strut-and-Tie Models
    • 17-7 Deep Beams
    • 17-8 Brackets and Corbels
    • 17-9 Dapped Ends
    • 17-10 Beam-Column Joints
    • 17-11 Bearing Strength
    • 17-12 T-Beam Flanges
    • References
18. WALLS AND SHEAR WALLS
    • 18-1 Introduction
    • 18-2 Bearing Walls
    • 18-3 Retaining Walls
    • 18-4 Tilt-Up Walls
    • 18-5 Shear Walls
    • 18-6 Lateral Load-Resisting Systems for Buildings
    • 18-7 Shear-Wall-Frame Interaction
    • 18-8 Coupled Shear Walls
    • 18-9 Design of Structural Walls-General
    • 18-10 Flexural Strength of Shear Walls
    • 18-11 Shear Strength of Shear Walls
    • 18-12 Critical Loads for Axially Loaded Walls
    • References
19. DESIGN FOR EARTHQUAKE RESISTANCE
    • 19-1 Introduction
    • 19-2 Seismic Response Spectra
    • 19-3 Seismic Design Requirements
    • 19-4 Seismic Forces on Structures
    • 19-5 Ductility of Reinforced Concrete Members
    • 19-6 General ACI Code Provisions for Seismic Design
    • 19-7 Beams in Special Moment Frames
    • 19-8 Columns in Special Moment Frames
    • 19-9 Joints of Special Moment Frames
    • 19-10 Structural Diaphragms
    • 19-11 Structural Walls
    • 19-12 Frame Members Not Proportioned to Resist Forces Induced by Earthquake Motions
    • 19-13 Special Precast Structures
    • 19-14 Foundations
    • References

APPENDICES

1. DESIGN AIDS
2. NOTATION