Reinforced Concrete Mechanics and Design 6th Edition by Wight MacGregor

 

        In this book explain about Reinforced Concrete Design that complied with ACI 318-11 (American Concrete Institute) for Building Code included Examples and Problem. Now you can consider with list of content below.

Title: Reinforced Concrete Mechanics and Design 6th Edition by Wight MacGregor

Page Number: 1177 pages

File type: pdf

File size: 12.1 MB

Permission:  available downloading go to bottom of page.

Content of this book 

1.Introduction

        1-1 Reinforced Concrete Structures 1

        1-2 Mechanics of Reinforced Concrete 1

        1-3 Reinforced Concrete Members 2

        1-4 Factors Affecting Choice of Reinforced Concrete for a Structure 6

        1-5 Historical Development of Concrete and Reinforced Concrete as Structural Materials 7

        1-6 Building Codes and the ACI Code 10

               References 10

2.THE DESIGN PROCESS

        2-1 Objectives of Design 12

        2-2 The Design Process 12

        2-3 Limit States and the Design of Reinforced Concrete 13

        2-4 Structural Safety 17

        2-5 Probabilistic Calculation of Safety Factors 19

        2-6 Design Procedures Specified in the ACI Building Code 20

        2-7 Load Factors and Load Combinations in the 2011 ACI Code 23

        2-8 Loadings and Actions 28

        2-9 Design for Economy 38

        2-10 Sustainability 39

        2-11 Customary Dimensions and Construction Tolerances 40

        2-12 Inspection 40

        2-13 Accuracy of Calculations 41

        2-14 Handbooks and Design Aids 41

                References 41

3.MATERIALS

        3-1 Concrete 43

        3-2 Behavior of Concrete Failing in Compression 43

        3-3 Compressive Strength of Concrete 46

        3-4 Strength Under Tensile and Multiaxial Loads 59

        3-5 Stress–Strain Curves for Concrete 67

        3-6 Time-Dependent Volume Changes 73

        3-7 High-Strength Concrete 85

        3-8 Lightweight Concrete 87

        3-9 Fiber Reinforced Concrete 88

        3-10 Durability of Concrete 90

        3-11 Behavior of Concrete Exposed to High and Low Temperatures 91

        3-12 Shotcrete 93

        3-13 High-Alumina Cement 93

        3-14 Reinforcement 93

        3-15 Fiber-Reinforced Polymer (FRP) Reinforcement 99

        3-16 Prestressing Steel 100

                References 102

4.FLEXURE: BEHAVIOR AND NOMINAL STRENGTH OF BEAM SECTIONS

        4-1 Introduction 105

        4-2 Flexure Theory 108

        4-3 Simplifications in Flexure Theory for Design 119

        4-4 Analysis of Nominal Moment Strength for Singly-Reinforced Beam Sections

        4-5 Definition of Balanced Conditions 131

        4-6 Code Definitions of Tension-Controlled and Compression-Controlled Sections 

        4-7 Beams with Compression Reinforcement 142

        4-8 Analysis of Flanged Sections 152

        4-9 Unsymmetrical Beam Sections 165

                References 172

5.FLEXURAL DESIGN OF BEAM SECTIONS

        5-1 Introduction 173

        5-2 Analysis of Continuous One-Way Floor Systems 173

        5-3 Design of Singly Reinforced Beam Sections with Rectangular Compression Zones

        5-4 Design of Doubly Reinforced Beam Sections 220

        5-5 Design of Continuous One-Way Slabs 228

                References 242

6.SHEAR IN BEAMS

        6-1 Introduction 243

        6-2 Basic Theory 245

        6-3 Behavior of Beams Failing in Shear 250

        6-4 Truss Model of the Behavior of Slender Beams Failing in Shear 261

        6-5 Analysis and Design of Reinforced Concrete Beams for Shear—ACI Code 268

        6-6 Other Shear Design Methods 295

        6-7 Hanger Reinforcement 300

        6-8 Tapered Beams 302

        6-9 Shear in Axially Loaded Members 303

        6-10 Shear in Seismic Regions 307

                References 310

7.TORSION

        7-1 Introduction and Basic Theory 312

        7-2 Behavior of Reinforced Concrete Members Subjected to Torsion 323

        7-3 Design Methods for Torsion 325

        7-4 Thin-Walled Tube/Plastic Space Truss Design Method 325

        7-5 Design for Torsion and Shear—ACI Code 339

        7-6 Application of ACI Code Design Method for Torsion 345

                References 366

8.DEVELOPMENT, ANCHORAGE, AND SPLICING OF REINFORCEMENT

        8-1 Introduction 367

        8-2 Mechanism of Bond Transfer 372

        8-3 Development Length 373

        8-4 Hooked Anchorages 381

        8-5 Headed and Mechanically Anchored Bars in Tension 386

        8-6 Design for Anchorage 388

        8-7 Bar Cutoffs and Development of Bars in Flexural Members 394

        8-8 Reinforcement Continuity and Structural Integrity Requirements 404

        8-9 Splices 422

                References 426

9.SERVICEABILITY

        9-1 Introduction 427

        9-2 Elastic Analysis of Stresses in Beam Sections 428

        9-3 Cracking 434

        9-4 Deflections of Concrete Beams 443

        9-5 Consideration of Deflections in Design 451

        9-6 Frame Deflections 462

        9-7 Vibrations 462

        9-8 Fatigue 464

                References 466

10.CONTINUOUS BEAMS AND ONE-WAY SLABS

        10-1 Introduction 468

        10-2 Continuity in Reinforced Concrete Structures 468

        10-3 Continuous Beams 472

        10-4 Design of Girders 493

        10-5 Joist Floors 494

        10-6 Moment Redistribution 496

                References 498

11.COLUMNS: COMBINED AXIAL LOAD AND BENDING

        11-1 Introduction 499

        11-2 Tied and Spiral Columns 500

        11-3 Interaction Diagrams 506

        11-4 Interaction Diagrams for Reinforced Concrete Columns 508

        11-5 Design of Short Columns 527

        11-6 Contributions of Steel and Concrete to Column Strength 544

        11-7 Biaxially Loaded Columns 546

                References 559

12.SLENDER COLUMNS

        12-1 Introduction 561

        12-2 Behavior and Analysis of Pin-Ended Columns 566

        12-3 Behavior of Restrained Columns in Nonsway Frames 584

        12-4 Design of Columns in Nonsway Frames 589

        12-5 Behavior of Restrained Columns in Sway Frames 600

        12-6 Calculation of Moments in Sway Frames Using Second-Order Analyses 603

        12-7 Design of Columns in Sway Frames 608

        12-8 General Analysis of Slenderness Effects 626

        12-9 Torsional Critical Load 627

                 References 630

13.TWO-WAY SLABS: BEHAVIOR, ANALYSIS, AND DESIGN

        13-1 Introduction 632

        13-2 History of Two-Way Slabs 634

        13-3 Behavior of Slabs Loaded to Failure in Flexure 634

        13-4 Analysis of Moments in Two-Way Slabs 637

        13-5 Distribution of Moments in Slabs 641

        13-6 Design of Slabs 647

        13-7 The Direct-Design Method 652

        13-8 Equivalent-Frame Methods 667

        13-9 Use of Computers for an Equivalent-Frame Analysis 689

        13-10 Shear Strength of Two-Way Slabs 695

        13-11 Combined Shear and Moment Transfer in Two-Way Slabs 714

        13-12 Details and Reinforcement Requirements 731

        13-13 Design of Slabs Without Beams 736

        13-14 Design of Slabs with Beams in Two Directions 762

        13-15 Construction Loads on Slabs 772

        13-16 Deflections in Two-Way Slab Systems 774

        13-17 Use of Post-Tensioning 778

                    References 782

14.TWO-WAY SLABS: ELASTIC AND YIELD-LINE ANALYSES

        14-1 Review of Elastic Analysis of Slabs 785

        14-2 Design Moments from a Finite-Element Analysis 787

        14-3 Yield-Line Analysis of Slabs: Introduction 789

        14-4 Yield-Line Analysis: Applications for Two-Way Slab Panels 796

        14-5 Yield-Line Patterns at Discontinuous Corners 806

        14-6 Yield-Line Patterns at Columns or at Concentrated Loads 807

                References 811

15. FOOTINGS

        15-1 Introduction 812

        15-2 Soil Pressure Under Footings 812

        15-3 Structural Action of Strip and Spread Footings 820

        15-4 Strip or Wall Footings 827

        15-5 Spread Footings 830

        15-6 Combined Footings 844

        15-7 Mat Foundations 854

        15-8 Pile Caps 854

                References 857

16. SHEAR FRICTION, HORIZONTAL SHEAR TRANSFER,AND COMPOSITE CONCRETE BEAMS

        16-1 Introduction 858

        16-2 Shear Friction 858

        16-3 Composite Concrete Beams 869

                References 878

17.DISCONTINUITY REGIONS AND STRUT-AND-TIE MODELS

        17-1 Introduction 879

        17-2 Design Equation and Method of Solution 882

        17-3 Struts 882

        17-4 Ties 888

        17-5 Nodes and Nodal Zones 889

        17-6 Common Strut-and-Tie Models 901

        17-7 Layout of Strut-and-Tie Models 903

        17-8 Deep Beams 908

        17-9 Continuous Deep Beams 922

        17-10 Brackets and Corbels 935

        17-11 Dapped Ends 947

        17-12 Beam–Column Joints 953

        17-13 Bearing Strength 966

        17-14 T-Beam Flanges 968

                References 971

18. WALLS AND SHEAR WALLS

        18-1 Introduction 973

        18-2 Bearing Walls 976

        18-3 Retaining Walls 980

        18-4 Tilt-Up Walls 980

        18-5 Shear Walls 980

        18-6 Lateral Load-Resisting Systems for Buildings 981

        18-7 Shear Wall–Frame Interaction 983

        18-8 Coupled Shear Walls 984

        18-9 Design of Structural Walls—General 989

        18-10 Flexural Strength of Shear Walls 999

        18-11 Shear Strength of Shear Walls 1005

        18-12 Critical Loads for Axially Loaded Walls 1016

               References 1025

19 DESIGN FOR EARTHQUAKE RESISTANCE 1027

        19-1 Introduction 1027

        19-2 Seismic Response Spectra 1028

        19-3 Seismic Design Requirements 1033

        19-4 Seismic Forces on Structures 1037

        19-5 Ductility of Reinforced Concrete Members 1040

        19-6 General ACI Code Provisions for Seismic Design 1042

        19-7 Flexural Members in Special Moment Frames 1045

        19-8 Columns in Special Moment Frames 1059

        19-9 Joints of Special Moment Frames 1068

        19-10 Structural Diaphragms 1071

        19-11 Structural Walls 1073

        19-12 Frame Members Not Proportioned to Resist Forces Induced by Earthquake Motions 1080

        19-13 Special Precast Structures 1081

        19-14 Foundations 1081

        References 1081

APPENDIX A DESIGN AIDS 1083
APPENDIX B NOTATION 1133
INDEX

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