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

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

Reinforced concrete encompasses both the art and science of engineering. This book presents the theory of as a direct application of the laws of statics and 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: and an outstanding for a variety of university courses on design. Topics are normally introduced at a fundamental level, and then move to higher levels where prior educational experience and the development of 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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DAVID MONSALVE FERREIRA
DAVID MONSALVE FERREIRA
28/04/2016 12:18 pm

Great textbook. You can actually do your self study with the textbook pretty well.

DAVID MONSALVE FERREIRA
DAVID MONSALVE FERREIRA
28/04/2016 12:20 pm

Liked this book and the class, was very informitive in a way that was applicible to the world

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