Reinforced Concrete: Mechanics and Design – Wight & MacGregor – 6th Edition

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Reinforced Concrete: Mechanics and Design, 6/e is a perfect text for professionals in the field who need a comprehensive reference on concrete structures and the design of reinforced concrete.

Reinforced concrete design encompasses both the art and science of engineering. This book presents the theory of reinforced concrete as a direct application of the laws of statics and mechanics of materials. In addition, it emphasizes that a successful design not only satisfies design rules, but also is capable of being built in a timely fashion and for a reasonable cost.

A multi-tiered approach makes Reinforced Concrete: Mechanics and Design an outstanding textbook for a variety of university courses on reinforced concrete design. Topics are normally introduced at a fundamental level, and then move to higher levels where prior educational experience and the development of engineering judgment will be required.

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  • CHAPTER 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

    CHAPTER 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 2011 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

    CHAPTER 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 High-Alumina Cement
    3-14 Reinforcement
    3-15 Fiber-Reinforced Polymer (FRP) Reinforcement
    3-16 Prestressing Steel

    CHAPTER 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
    4-9 Unsymmetrical Beam Sections

    CHAPTER 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

    CHAPTER 6 SHEAR IN BEAMS
    6-1 Introduction
    6-2 Basic Theory
    6-3 Behavior of Beams Failing in Shear
    6-4 Truss Model of the Behavior of Slender Beams Failing in Shear
    6-5 Analysis and Design of Reinforced Concrete Beams for Shear–ACI Code
    6-6 Other Shear Design Methods
    6-7 Hanger Reinforcement
    6-8 Tapered Beams
    6-9 Shear in Axially Loaded Members
    6-10 Shear in Seismic Regions

    CHAPTER 7 TORSION
    7-1 Introduction and Basic Theory
    7-2 Behavior of Reinforced Concrete Members Subjected to Torsion
    7-3 Design Methods for Torsion
    7-4 Thin-Walled Tube/Plastic Space Truss Design Method
    7-5 Design for Torsion and Shear–ACI Code
    7-6 Application of ACI Code Design Method for Torsion

    CHAPTER 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 and Mechanically Anchored 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

    CHAPTER 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

    CHAPTER 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
    10-6 Moment Redistribution

    CHAPTER 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

    CHAPTER 12 SLENDER COLUMNS
    12-1 Introduction
    12-2 Behavior and Analysis of Pin-Ended Columns
    12-3 Behavior of Restrained Columns in Nonsway Frames
    12-4 Design of Columns in Nonsway Frames
    12-5 Behavior of Restrained Columns in Sway Frames
    12-6 Calculation of Moments in Sway Frames Using Second-Order Analyses
    12-7 Design of Columns in Sway Frames
    12-8 General Analysis of Slenderness Effects
    12-9 Torsional Critical Load

    CHAPTER 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 Methods
    13-9 Use of Computers for an Equivalent-Frame Analysis
    13-10 Shear Strength of Two-Way Slabs
    13-11 Combined Shear and Moment Transfer in Two-Way Slabs
    13-12 Details and Reinforcement Requirements
    13-13 Design of Slabs Without Beams
    13-14 Design of Slabs with Beams in Two Directions
    13-15 Construction Loads on Slabs
    13-16 Deflections in Two-Way Slab Systems
    13-17 Use of Post-Tensioning

    CHAPTER 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

    CHAPTER 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

    CHAPTER 16 SHEAR FRICTION, HORIZONTAL SHEAR TRANSFER, AND COMPOSITE CONCRETE BEAMS
    16-1 Introduction
    16-2 Shear Friction
    16-3 Composite Concrete Beams

    CHAPTER 17 DISCONTINUITY REGIONS AND STRUT-AND-TIE MODELS
    17-1 Introduction
    17-2 Design Equation and Method of Solution
    17-3 Struts
    17-4 Ties
    17-5 Nodes and Nodal Zones
    17-6 Common Strut-and-Tie Models
    17-7 Layout of Strut-and-Tie Models
    17-8 Deep Beams
    17-9 Continuous Deep Beams
    17-10 Brackets and Corbels
    17-11 Dapped Ends
    17-12 Beam–Column Joints
    17-13 Bearing Strength
    17-14 T-Beam Flanges

    CHAPTER 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

    CHAPTER 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 Flexural Members 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

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