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. 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. 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. 1COLUMNS: 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

APPENDIX A: DESIGN AIDS
APPENDIX B: NOTATION
INDEX