Preface to the Second Edition ...................................... ix
Preface to the First Edition ......................................... xi
1 Introduction ........................................... 1
1.1 Reinforced Concrete ........................................ 1
1.2 Building Codes and Standards .............................. 3
1.3 Strength and Serviceability .................................. 4
1.4 Reinforced Concrete Members in Building Structures ........ 4
1.5 Drawings and Specifications ............................... 12
1.6 Construction of Reinforced Concrete Buildings ............. 15
References ................................................. 20
2 Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
2.1 Introduction ............................................... 21
2.2 Concrete ................................................... 21
2.3 Reinforcement ............................................. 54
References ................................................. 65
Problems .................................................. 67
Problems in SI Units ....................................... 67
3 General Considerations for Analysis and Design . . . . . . . . . . . . . 71
3.1 Introduction ............................................... 71
3.2 Loading ................................................... 72
3.3 Structural Analysis ........................................ 92
References ................................................ 110
Problems ................................................. 111
Problems in SI Units ...................................... 111
4 General Requirements for Strength and Serviceability . . . . . . . . 113
4.1 Introduction .............................................. 113
4.2 Required Strength ........................................ 114
4.3 Design Strength .......................................... 123
4.4 Control of Deflections ..................................... 127
References ................................................ 130
Problems ................................................. 131
Problems in SI Units ...................................... 132
5 General Principles of the Strength Design Method . . . . . . . . . . . 135
5.1 Introduction .............................................. 135
5.2 Design Assumptions ...................................... 136
5.3 General Principles and Requirements ..................... 139
5.4 One-Way Slabs, Two-Way Slabs, and Beams .............. 142
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vi Contents
5.5 Columns ................................................. 177
5.6 Tension Members ......................................... 180
5.7 Members Subjected to Flexure and Axial Load ............ 181
References ................................................ 189
Problems ................................................. 189
Problems in SI Units ...................................... 193
6 Beams and One-Way Slabs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 197
6.1 Introduction .............................................. 197
6.2 Mechanics and Behavior of Reinforced Concrete Beams ... 198
6.3 Design for Flexure ........................................ 211
6.4 Design for Shear .......................................... 272
6.5 Design for Torsion ........................................ 295
6.6 Deflections ............................................... 323
References ................................................ 334
Problems ................................................. 336
Problems in SI Units ...................................... 342
7 Two-Way Slabs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 347
7.1 Introduction .............................................. 347
7.2 Two-Way Slab Systems ................................... 348
7.3 Minimum Thickness Requirements ....................... 353
7.4 Analysis Methods ........................................ 369
7.5 Design for Flexure ........................................ 412
7.6 Design for Shear .......................................... 427
7.7 Design Procedure ......................................... 460
References ................................................ 472
Problems ................................................. 473
Problems in SI Units ...................................... 476
8 Columns . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 481
8.1 Introduction .............................................. 481
8.2 Preliminary Column Sizing ............................... 483
8.3 Analysis and Design Methods ............................ 486
8.4 Interaction Diagrams ..................................... 488
8.5 Slenderness Effects ....................................... 513
8.6 Biaxial Loading ........................................... 541
8.7 Reinforcement Details .................................... 544
8.8 Shear Requirements ...................................... 562
8.9 Design Procedure ......................................... 567
References ................................................ 569
Problems ................................................. 570
Problems in SI Units ...................................... 574
9 Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 579
9.1 Introduction .............................................. 579
9.2 Design Methods for Axial Loads and Flexure .............. 582
9.3 Design for Shear .......................................... 604
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Contents vii
9.4 Reinforcement Details .................................... 612
9.5 Design Procedure ......................................... 612
References ................................................ 614
Problems ................................................. 614
Problems in SI Units ...................................... 615
10 Foundations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 617
10.1 Introduction .............................................. 617
10.2 Footings .................................................. 624
10.3 Mat Foundations ......................................... 682
10.4 Pile Caps ................................................. 691
10.5 Drilled Piers .............................................. 700
References ................................................ 705
Problems ................................................. 705
Problems in SI Units ...................................... 708
11 Design and Detailing for Earthquake Effects . . . . . . . . . . . . . . . . 711
11.1 Introduction .............................................. 711
11.2 Seismic Design Criteria ................................... 712
11.3 Seismic-Force-Resisting Systems .......................... 722
11.4 Design and Detailing Requirements ....................... 729
11.5 Ordinary Moment Frames ................................ 732
11.6 Intermediate Moment Frames ............................. 733
11.7 Special Moment Frames ................................... 762
11.8 Special Structural Walls ................................... 845
11.9 Diaphragms .............................................. 889
11.10 Foundations .............................................. 901
11.11 Members Not Designated as Part of the SFRS ............. 905
References ................................................ 908
Problems ................................................. 909
Problems in SI Units ...................................... 918
A Steel Reinforcement Information . . . . . . . . . . . . . . . . . . . . . . . . . 925
A.1 ASTM Standard Reinforcing Bars ......................... 925
A.2 Wire Reinforcement Institute (WRI)
Standard Wire Reinforcement ............................. 926
A.3 ASTM Standard Wire Reinforcement ...................... 927
B Critical Section Properties for Two-Way Shear . . . . . . . . . . . . . . 929
B.1 Derivation of Critical Section Properties ................... 929
B.2 Tabulated Values of Critical Shear Constants .............. 940
Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 947