The ACI Reinforced Concrete Design Handbook provides assistance to professionals engaged in the design of reinforced concrete buildings and related structures. This edition is a major revision that brings it up-to-date with the approach and provisions of “Building Code Requirements for Structural Concrete” (ACI 318-19).
The ACI Reinforced Concrete Design Handbook provides dozens of design examples of various reinforced concrete members, such as one- and two-way slabs, beams, columns, walls, diaphragms, footings, and retaining walls. For consistency, many of the numerical examples are based on a fictitious seven-story reinforced concrete building. There are also many additional design examples not related to the design of the members in the seven-story building that illustrate various ACI 318-19 requirements.
Each example starts with a problem statement, then provides a design solution in a three-column format—Code provision
reference, short discussion, and design calculations—followed by a drawing of reinforcing details, and finally a conclusion elaborating on a certain condition or comparing results of similar problem solutions.
In addition to examples, almost all chapters in The ACI Reinforced Concrete Design Handbook contain a general discussion of the related ACI 318-19 chapter
Keywords:
anchoring to concrete; beams; columns; cracking; deflection; diaphragm; durability; flexural strength; footings; frames; pile caps; piles; post-tensioning; punching shear; retaining wall; shear strength; seismic; slabs; splicing; stiffness; structural analysis; structural systems; strut-and-tie; walls.
TABLE OF CONTENTS
CHAPTER 1—INTRODUCTION
- 1.1—Introduction, p. 9
- 1.2—Organization and use, p. 9
- 1.3—Building plans and elevation, p. 10
- 1.4—Loads, p. 10
- 1.5—Material properties, p. 11
CHAPTER 2—STRUCTURAL SYSTEMS
- 2.1—Introduction, p. 15
- 2.2—Design lateral loads, p. 15
- 2.3—Structural systems, p. 16
- 2.4—Floor framing systems, p. 22
- 2.5—Foundations, p. 23
- 2.6—Structural analysis, p. 24
- 2.7—Durability, p. 24
- 2.8—Sustainability, p. 24
- 2.9—Structural integrity, p. 24
- 2.10—Fire resistance, p. 26
- 2.11—Post-tensioned/prestressed construction, p. 26
- 2.12—Quality assurance, construction, and inspection, p. 26
CHAPTER 3—STRUCTURAL ANALYSIS
- 3.1—Introduction, p. 29
- 3.2—Overview of structural analysis, p. 29
- 3.3—Hand calculations, p. 30
- 3.4—Computer programs, p. 30
- 3.5—Structural analysis in ACI 318, p. 32
- 3.6—Seismic analysis, p. 34
CHAPTER 4—DURABILITY
- 4.1—Introduction, p. 35
- 4.2—Background, p. 37
- 4.3—Requirements for concrete in various exposure categories, p. 37
- 4.4—Concrete evaluation, acceptance, and inspection, p. 39
- 4.5—Examples, p. 39
CHAPTER 5—ONE-WAY SLABS
- 5.1—Introduction, p. 43
- 5.2—Analysis, p. 43
- 5.3—Service limits, p. 43
- 5.4—Required strength, p. 44
- 5.5—Design strength, p. 44
- 5.6—Detailing of flexural reinforcement, p. 44
- 5.7—Examples, p. 46
CHAPTER 6—TWO-WAY SLABS
- 6.1—Introduction, p. 89
- 6.2—Analysis, p. 89
- 6.3—Service limits, p. 89
- 6.4—Shear strength, p. 90
- 6.5—Calculation of required shear strength, p. 91
- 6.6—Design of shear reinforcement, p. 92
- 6.7—Flexural strength, p. 92
- 6.8—Shear reinforcement detailing, p. 93
- 6.9—Flexure reinforcement detailing, p. 93
- 6.10—Examples, p. 96
CHAPTER 7—BEAMS
- 7.1—Introduction, p. 141
- 7.2—Service limits, p. 141
- 7.3—Analysis, p. 142
- 7.4—Design strength, p. 142
- 7.5—Temperature and shrinkage reinforcement, p. 148
- 7.6—Detailing, p. 149
- 7.7—Examples, p. 151
CHAPTER 8—DIAPHRAGMS
- 8.1—Introduction, p. 317
- 8.2—Material, p. 317
- 8.3—Service limits, p. 317
- 8.4—Analysis, p. 317
- 8.5—Design strength, p. 320
- 8.6—Reinforcement detailing, p. 320
- 8.7—Summary steps, p. 323
- 8.8—Examples, p. 324
CHAPTER 9—COLUMNS
- 9.1—Introduction, p. 387
- 9.2—General, p. 387
- 9.3—Design limits, p. 387
- 9.4—Required strength, p. 388
- 9.5—Design strength, p. 390
- 9.6—Reinforcement limits, p. 391
- 9.7—Reinforcement detailing, p. 391
- 9.8—Design steps, p. 393
- 9.9––Examples, p. 395
CHAPTER 10—STRUCTURAL REINFORCED CONCRETE WALLS
- 10.1—Introduction, p. 433
- 10.2—General, p. 433
- 10.3—Required strength, p. 435
- 10.4—Design strength, p. 437
- 10.5—Detailing, p. 441
- 10.6––Summary, p. 443
- 10.7—Examples, p. 444
CHAPTER 11—FOUNDATIONS
- 11.1—Introduction, p. 467
- 11.2—Footing design, p. 467
- 11.3—Design steps, p. 468
- 11.4—Footings subject to eccentric loading, p. 471
- 11.5—Combined footing, p. 472
- 11.6—Retaining wall design, p. 472
- 11.7—Deep foundation member design, p. 473
- 11.8—Deep foundation member detailing, p. 474
- 11.9—Examples, p. 475
CHAPTER 12—RETAINING WALLS
- 12.1—General, p. 9
- 12.2—Retaining wall stability, p. 10
- 12.3—Retaining wall structural design, p. 10
- 12.4—Design limits, p. 11
- 12.5—Applied forces, p. 12
- 12.6—Design strength, p. 13
- 12.7—Reinforcement limits and detailing, p. 13
- 12.8—Joint detailing, p. 14
- 12.9—Summary of design steps, p. 15
- 12.10—Examples, p. 16
CHAPTER 13—SERVICEABILITY
- 13.1—Introduction, p. 149
- 13.2—Limitations on member thickness, p. 149
- 13.3—Immediate deflection behavior of beams or one-way slabs, p. 149
- 13.4––Time-dependent deflection calculation, p. 153
- 13.5––Distribution of flexural reinforcement in one-way slabs and beams, p. 154
- 13.6—Shrinkage and temperature reinforcement: nonprestressed, p. 154
- 13.7—Shrinkage and temperature reinforcement: post-tensioned, p. 154
- 13.8—Permissible stresses in prestressed concrete flexural members, p. 154
- 13.9—Permissible stresses at transfer of prestress, p. 155
- 13.10—Permissible concrete compressive stresses at service loads, p. 155
- 13.11—Examples, p. 156
- 13.12—Deflection design aids, p. 179
CHAPTER 14—STRUT-AND-TIE METHOD
- 14.1—Introduction, p. 195
- 14.2—Concept, p. 195
- 14.3—Design, p. 195
- 14.4—Struts, p. 196
- 14.5—Ties, p. 198
- 14.6—Nodes, p. 198
- 14.7—Curved bar nodes, p. 200
- 14.8—Usual calculation steps and modeling considerations to apply strut-and-tie method, p. 201
- 14.9—Examples, p. 202
CHAPTER 15—ANCHORING TO CONCRETE
- 15.1—Introduction, p. 261
- 15.2—Materials, p. 262
- 15.3—Design assumptions, p. 262
- 15.4—Loads on anchors, p. 262
- 15.5—Tensile strength mechanisms, p. 264
- 15.6—Shear strength mechanisms, p. 265
- 15.7—Limitations on installation geometry, p. 266
- 15.8—Examples, p. 268
- TABLE OF CONTENTS
Details
| Title | MNL-17(21) - ACI Reinforced Concrete Design Handbook |
| Author | ACI |
| Language | English |
| ISBN | ~ |
| Size | 107 MB |
| Download Method | Direct Download |
| Download Links | BECOME A MEMBER VIEW DOWNLOAD LINKS |
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