MNL-17(21) – ACI Reinforced Concrete Design Handbook (Volume 1)

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.

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
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