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.
Author(s): James K. Wight, James G. MacGregor
Edition: 6th
Publisher: Prentice Hall
Year: 2011
Language: English
Pages: 1177
Tags: Промышленное и гражданское строительство;Строительные конструкции;Железобетонные и каменные конструкции;
Cover......Page 1
Half-Title Page......Page 3
Title Page......Page 5
Copyright Page......Page 6
CONTENTS......Page 7
PREFACE......Page 15
ABOUT THE AUTHORS......Page 19
1-2 Mechanics of Reinforced Concrete......Page 21
1-3 Reinforced Concrete Members......Page 22
1-4 Factors Affecting Choice of Reinforced Concrete for a Structure......Page 26
1-5 Historical Development of Concrete and Reinforced Concrete as Structural Materials......Page 27
References......Page 30
2-2 The Design Process......Page 32
2-3 Limit States and the Design of Reinforced Concrete......Page 33
2-4 Structural Safety......Page 37
2-5 Probabilistic Calculation of Safety Factors......Page 39
2-6 Design Procedures Specified in the ACI Building Code......Page 40
2-7 Load Factors and Load Combinations in the 2011 ACI Code......Page 43
2-8 Loadings and Actions......Page 48
2-9 Design for Economy......Page 58
2-10 Sustainability......Page 59
2-12 Inspection......Page 60
References......Page 61
3-2 Behavior of Concrete Failing in Compression......Page 63
3-3 Compressive Strength of Concrete......Page 66
3-4 Strength Under Tensile and Multiaxial Loads......Page 79
3-5 Stress–Strain Curves for Concrete......Page 87
3-6 Time-Dependent Volume Changes......Page 93
3-7 High-Strength Concrete......Page 105
3-8 Lightweight Concrete......Page 107
3-9 Fiber Reinforced Concrete......Page 108
3-10 Durability of Concrete......Page 110
3-11 Behavior of Concrete Exposed to High and Low Temperatures......Page 111
3-14 Reinforcement......Page 113
3-15 Fiber-Reinforced Polymer (FRP) Reinforcement......Page 119
3-16 Prestressing Steel......Page 120
References......Page 122
4-1 Introduction......Page 125
4-2 Flexure Theory......Page 128
4-3 Simplifications in Flexure Theory for Design......Page 139
4-4 Analysis of Nominal Moment Strength for Singly-Reinforced Beam Sections......Page 144
4-5 Definition of Balanced Conditions......Page 151
4-6 Code Definitions of Tension-Controlled and Compression-Controlled Sections......Page 152
4-7 Beams with Compression Reinforcement......Page 162
4-8 Analysis of Flanged Sections......Page 172
4-9 Unsymmetrical Beam Sections......Page 185
References......Page 192
5-2 Analysis of Continuous One-Way Floor Systems......Page 193
5-3 Design of Singly Reinforced Beam Sections with Rectangular Compression Zones......Page 215
5-4 Design of Doubly Reinforced Beam Sections......Page 240
5-5 Design of Continuous One-Way Slabs......Page 248
References......Page 262
6-1 Introduction......Page 263
6-2 Basic Theory......Page 265
6-3 Behavior of Beams Failing in Shear......Page 270
6-4 Truss Model of the Behavior of Slender Beams Failing in Shear......Page 281
6-5 Analysis and Design of Reinforced Concrete Beams for Shear—ACI Code......Page 288
6-6 Other Shear Design Methods......Page 315
6-7 Hanger Reinforcement......Page 320
6-8 Tapered Beams......Page 322
6-9 Shear in Axially Loaded Members......Page 323
6-10 Shear in Seismic Regions......Page 327
References......Page 330
7-1 Introduction and Basic Theory......Page 332
7-2 Behavior of Reinforced Concrete Members Subjected to Torsion......Page 343
7-4 Thin-Walled Tube/Plastic Space Truss Design Method......Page 345
7-5 Design for Torsion and Shear—ACI Code......Page 359
7-6 Application of ACI Code Design Method for Torsion......Page 365
References......Page 386
8-1 Introduction......Page 387
8-2 Mechanism of Bond Transfer......Page 392
8-3 Development Length......Page 393
8-4 Hooked Anchorages......Page 401
8-5 Headed and Mechanically Anchored Bars in Tension......Page 406
8-6 Design for Anchorage......Page 408
8-7 Bar Cutoffs and Development of Bars in Flexural Members......Page 414
8-8 Reinforcement Continuity and Structural Integrity Requirements......Page 424
8-9 Splices......Page 442
References......Page 446
9-1 Introduction......Page 447
9-2 Elastic Analysis of Stresses in Beam Sections......Page 448
9-3 Cracking......Page 454
9-4 Deflections of Concrete Beams......Page 463
9-5 Consideration of Deflections in Design......Page 471
9-7 Vibrations......Page 482
9-8 Fatigue......Page 484
References......Page 486
10-2 Continuity in Reinforced Concrete Structures......Page 488
10-3 Continuous Beams......Page 492
10-4 Design of Girders......Page 513
10-5 Joist Floors......Page 514
10-6 Moment Redistribution......Page 516
References......Page 518
11-1 Introduction......Page 519
11-2 Tied and Spiral Columns......Page 520
11-3 Interaction Diagrams......Page 526
11-4 Interaction Diagrams for Reinforced Concrete Columns......Page 528
11-5 Design of Short Columns......Page 547
11-6 Contributions of Steel and Concrete to Column Strength......Page 564
11-7 Biaxially Loaded Columns......Page 566
References......Page 579
12-1 Introduction......Page 581
12-2 Behavior and Analysis of Pin-Ended Columns......Page 586
12-3 Behavior of Restrained Columns in Nonsway Frames......Page 604
12-4 Design of Columns in Nonsway Frames......Page 609
12-5 Behavior of Restrained Columns in Sway Frames......Page 620
12-6 Calculation of Moments in Sway Frames Using Second-Order Analyses......Page 623
12-7 Design of Columns in Sway Frames......Page 628
12-8 General Analysis of Slenderness Effects......Page 646
12-9 Torsional Critical Load......Page 647
References......Page 650
13-1 Introduction......Page 652
13-3 Behavior of Slabs Loaded to Failure in Flexure......Page 654
13-4 Analysis of Moments in Two-Way Slabs......Page 657
13-5 Distribution of Moments in Slabs......Page 661
13-6 Design of Slabs......Page 667
13-7 The Direct-Design Method......Page 672
13-8 Equivalent-Frame Methods......Page 687
13-9 Use of Computers for an Equivalent-Frame Analysis......Page 709
13-10 Shear Strength of Two-Way Slabs......Page 715
13-11 Combined Shear and Moment Transfer in Two-Way Slabs......Page 734
13-12 Details and Reinforcement Requirements......Page 751
13-13 Design of Slabs Without Beams......Page 756
13-14 Design of Slabs with Beams in Two Directions......Page 782
13-15 Construction Loads on Slabs......Page 792
13-16 Deflections in Two-Way Slab Systems......Page 794
13-17 Use of Post-Tensioning......Page 798
References......Page 802
14-1 Review of Elastic Analysis of Slabs......Page 805
14-2 Design Moments from a Finite-Element Analysis......Page 807
14-3 Yield-Line Analysis of Slabs: Introduction......Page 809
14-4 Yield-Line Analysis: Applications for Two-Way Slab Panels......Page 816
14-5 Yield-Line Patterns at Discontinuous Corners......Page 826
14-6 Yield-Line Patterns at Columns or at Concentrated Loads......Page 827
References......Page 831
15-2 Soil Pressure Under Footings......Page 832
15-3 Structural Action of Strip and Spread Footings......Page 840
15-4 Strip or Wall Footings......Page 847
15-5 Spread Footings......Page 850
15-6 Combined Footings......Page 864
15-8 Pile Caps......Page 874
References......Page 877
16-2 Shear Friction......Page 878
16-3 Composite Concrete Beams......Page 889
References......Page 898
17-1 Introduction......Page 899
17-3 Struts......Page 902
17-4 Ties......Page 908
17-5 Nodes and Nodal Zones......Page 909
17-6 Common Strut-and-Tie Models......Page 921
17-7 Layout of Strut-and-Tie Models......Page 923
17-8 Deep Beams......Page 928
17-9 Continuous Deep Beams......Page 942
17-10 Brackets and Corbels......Page 955
17-11 Dapped Ends......Page 967
17-12 Beam–Column Joints......Page 973
17-13 Bearing Strength......Page 986
17-14 T-Beam Flanges......Page 988
References......Page 991
18-1 Introduction......Page 993
18-2 Bearing Walls......Page 996
18-5 Shear Walls......Page 1000
18-6 Lateral Load-Resisting Systems for Buildings......Page 1001
18-7 Shear Wall–Frame Interaction......Page 1003
18-8 Coupled Shear Walls......Page 1004
18-9 Design of Structural Walls—General......Page 1009
18-10 Flexural Strength of Shear Walls......Page 1019
18-11 Shear Strength of Shear Walls......Page 1025
18-12 Critical Loads for Axially Loaded Walls......Page 1036
References......Page 1045
19-1 Introduction......Page 1047
19-2 Seismic Response Spectra......Page 1048
19-3 Seismic Design Requirements......Page 1053
19-4 Seismic Forces on Structures......Page 1057
19-5 Ductility of Reinforced Concrete Members......Page 1060
19-6 General ACI Code Provisions for Seismic Design......Page 1062
19-7 Flexural Members in Special Moment Frames......Page 1065
19-8 Columns in Special Moment Frames......Page 1079
19-9 Joints of Special Moment Frames......Page 1088
19-10 Structural Diaphragms......Page 1091
19-11 Structural Walls......Page 1093
19-12 Frame Members Not Proportioned to Resist Forces Induced by Earthquake Motions......Page 1100
References......Page 1101
APPENDIX A: DESIGN AIDS......Page 1103
APPENDIX B: NOTATION......Page 1153
A......Page 1161
B......Page 1162
C......Page 1163
D......Page 1165
F......Page 1166
L......Page 1168
M......Page 1169
R......Page 1170
S......Page 1171
T......Page 1175
W......Page 1176
Z......Page 1177
