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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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