CHAPTER 1 MATERIALS AND MECHANICS OF BENDING 1
1-1 Concrete 2
1-2 The ACI Building Code 2
1-3 Cement and Water 2
1-4 Aggregates 3
1-5 Concrete in Compression 3
1-6 Concrete in Tension 6
1-7 Reinforcing Steel 6
1-8 Beams：Mechanics of Bending Review 10
References 18
Problems 19
CHAPTER 2 RECTANGULAR REINFORCED CONCRETE BEAMS AND SLABS：TENSION STEEL ONLY 22
2-1 Introduction 23
2-2 Methods of Analysis and Design 24
2-3 Behavior Under Load 25
2-4 Strength Design Method Assumptions 27
2-5 Flexural Strength of Rectangular Beams 28
2-6 Equivalent Stress Distribution 30
2-7 Balanced，Overreinforced,and Underreinforced Beams 34
2-8 Reinforcement Ratio Limitations and Guidelines 35
2-9 Strength Requirements 39
2-10 Rectangular Beam Analysis for Moment（Tension Reinforcement Only） 41
2-11 Summary of Procedure for Rectangular Beam Analysis forφMn（Tension Reinforcement Only） 45
2-12 Slabs：Introduction 46
2-13 One-Way Slabs：Analysis for Moment 46
2-14 Rectangular Beam Design for Moment（Tension Reinforcement Only） 50
2-15 Summary of Procedure for Rectangular Reinforced Concrete Beam Design for Moment（Tension Reinforcement Only） 58
2-16 Design of One-Way Slabs for Moment（Tension Reinforcement Only） 60
2-17 Summary of Procedure for Design of One-Way Slabs for Moment（to Satisfy ACI Minimum h） 62
2-18 Slabs on Ground 63
References 64
Problems 65
CHAPTER 3 REINFORCED CONCRETE BEAMS：T-BEAMS AND DOUBLY REINFORCED BEAMS 71
3-1 T-Beams：Introduction 72
3-2 T-Beam Analysis 74
3-3 Development of T-Beam As，max 79
3-4 Analysis of Beams Having Irregular Cross Sections 82
3-5 T-Beam Design（for Moment） 84
3-6 Summary of Procedure for Analysis of T-Beams （for Moment） 90
3-7 Summary of Procedure for Design of T-Beams（for Moment） 92
3-8 Doubly Reinforced Beams：Introduction 93
3-9 Doubly Reinforced Beam Analysis for Moment（Condition Ⅰ） 94
3-10 Doubly Reinforced Beam Analysis for Moment（Condition Ⅱ） 99
3-11 Summary of Procedure for Analysis of Doubly Reinforced Beams（for Moment） 104
3-12 Doubly Reinforced Beam Design for Moment 106
3-13 Summary of Procedure for Design of Doubly Reinforced Beams（for Moment） 110
3-14 Additional Code Requirements for Doubly Reinforced Beams 112
Problems 112
CHAPTER 4 SHEAR IN BEAMS 121
4-1 Introduction 121
4-2 Shear Reinforcement Design Requirements 124
4-3 Shear Analysis Procedure 128
4-4 Stirrup Design Procedure 130
4-5 Torsion：Introduction 141
4-6 Design of Torsion Reinforcement 142
Problems 143
CHAPTER 5 DEVELOPMENT，SPLICES，AND SIMPLE-SPAN BAR CUTOFFS 147
5-1 Development Length：Introduction 148
5-2 Development Length：Tension Bars 149
5-3 Development Length：Compression Bars 158
5-4 Development Length：Standard Hooks in Tension 158
5-5 Development of Web Reinforcement 163
5-6 Splices 165
5-7 Tension Splices 166
5-8 Compression Splices 167
5-9 Simple-Span Bar Cutoffs and Bends 167
5-10 Code Requirements for Development of Positive Moment Steel at Simple Supports 176
Problems 179
CHAPTER 6 CONTINUOUS CONSTRUCTION DESIGN CONSIDERATIONS 185
6-1 Introduction 185
6-2 Continuous-Span Bar Cutoffs 187
6-3 Design of Continuous Floor Systems 190
Problems 211
CHAPTER 7 SERVICEABILITY 213
7-1 Introduction 213
7-2 Deflections 214
7-3 Calculation of Icr 215
7-4 Immediate Deflection 220
7-5 Long-Term Deflection 221
7-6 Deflections for Continuous Spans 225
7-7 Crack Control 226
Problems 228
CHAPTER 8 WALLS 231
8-1 Introduction 231
8-2 Lateral Forces on Retaining Walls 234
8-3 Design of Reinforced Concrete Cantilever Retaining Walls 238
8-4 Design Considerations for Bearing Walls 270
8-5 Design Considerations for Basement Walls 274
Problems 275
CHAPTER 9 COLUMNS 278
9-1 Introduction 279
9-2 Strength of Reinforced Concrete Columns：Small Eccentricity 280
9-3 Code Requirements Concerning Column Details 283
9-4 Analysis of Short Columns：Small Eccentricity 285
9-5 Design of Short Columns：Small Eccentricity 288
9-6 Summary of Procedure for Analysis and Design of Short Columns with Small Eccentricities 292
9-7 The Load-Moment Relationship 292
9-8 Columns Subjected to Axial Load at Large Eccentricity 293
9-9 Analysis of Short Columns：Large Eccentricity 294
9-10 φFactor Considerations 302
9-11 The Slender Column 303
References 307
Problems 308
CHAPTER 10 FOOTINGS 311
10-1 Introduction 312
10-2 Wall Footings 312
10-3 Wall Footings Under Light Loads 323
10-4 Individual Reinforced Concrete Footings for Columns 324
10-5 Square Reinforced Concrete Footings 328
10-6 Rectangular Reinforced Concrete Footings 336
10-7 Eccentrically Loaded Footings 346
10-8 Combined Footings 346
10-9 Cantilever or Strap Footings 350
Problems 354
CHAPTER 11 PRESTRESSED CONCRETE FUNDAMENTALS 356
11-1 Introduction 357
11-2 Design Approach and Basic Concepts 357
11-3 Stress Patterns in Prestressed Concrete Beams 360
11-4 Prestressed Concrete Materials 362
11-5 Analysis of Rectangular Prestressed Concrete Beams 363
11-6 Alternative Methods of Elastic Analysis：Internal Couple Method 368
11-7 Alternative Methods of Elastic Analysis：Load Balancing Method 371
11-8 Flexural Strength Analysis 379
11-9 Notes on Prestressed Concrete Design 382
References 382
Problems 383
CHAPTER 12 CONCRETE FORMWORK 386
12-1 Introduction 387
12-2 Formwork Requirements 387
12-3 Formwork Materials and Accessories 388
12-4 Loads and Pressures on Forms 393
12-5 The Design Approach 395
12-6 Design of Formwork for Slabs 403
12-7 Design of Formwork for Beams 414
12-8 Wall Form Design 423
12-9 Forms for Columns 430
References 435
Problems 435
CHAPTER 13 DETAILING REINFORCED CONCRETE STRUCTURES 438
13-1 Introduction 439
13-2 Placing Drawings 440
13-3 Marking Systems and Bar Marks 443
13-4 Schedules 445
13-5 Fabricating Standards 446
13-6 Bar Lists 446
13-7 Extras 452
13-8 Bar Supports and Bar Placement 452
13-9 Computer Detailing 453
References 456
APPENDIX A TABLES 458
APPENDIX B SUPPLEMENTARY AIDS AND GUIDE LINES 474
B-1 Accuracy for Computations for Reinforced Concrete 474
B-2 As，max for Doubly Reinforced Beams 476
B-3 Flow Diagrams 478
APPENDIX C METRICATION 482
C-1 The International System of Units（SI） 482
C-2 SI Style and Usage 485
C-3 Conversion Factors 488
References 498
ANSWERS TO SELECTED PROBLEMS 499
INDEX 502