SP-017(14): The Reinforced Concrete Design Handbook (Metric) Faculty Network

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SP-017(14): The Reinforced Concrete Design Handbook (Metric) Faculty Network

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Author: Andrew Taylor, Trey Hamilton III, Antonio Nanni, Khaled Nahlawi

Description

The 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 318-14). The layout and look of the Handbook have also been updated.

The Reinforced Concrete Design Handbook now 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 318-14 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 Reinforced Concrete Design Handbook contain a general discussion of the related ACI 318-14 chapter.

All chapters were developed by ACI staff engineers under the auspices of the ACI Technical Activities Committee (TAC). To provide immediate oversight and guidance for this project, TAC appointed three content editors: Andrew Taylor, Trey Hamilton III, and Antonio Nanni. Their reviews and suggestions improved this publication and are appreciated. TAC also appreciates the support of Dirk Bondy and Kenneth Bondy who provided free software to analyze and design the post-tensioned beam example, in addition to valuable comments and suggestions. Thanks also go to JoAnn Browning, David DeValve, Anindya Dutta, Charles Dolan, Matthew Huslig, Ronald Klemencic, James Lai, Steven McCabe, Mike Mota, Hani Nassif, Jose Pincheira, David Rogowski, and Siamak Sattar, who reviewed one or more of the chapters.

Keywords: anchoring to concrete; beams; columns; cracking; deflection; diaphragm; durability; flexural strength; footings; frames; piles; pile caps; post-tensioning; punching shear; retaining wall; shear strength; seismic; slabs; splicing; stiffness; structural analysis; structural systems; strut-and-tie; walls.

 

Document Details

Publication Year: 2018

Pages: 864.00

ISBN:

Formats: PDF or Protected PDF/Web View

Table of Contents

CHAPTER 1—BUILDING EXAMPLE, p. 9

1.1—Introduction, p. 9

1.2—Building plans and elevation, p. 9

1.3—Loads, p. 12

1.4—Material properties, p. 12

CHAPTER 2—STRUCTURAL SYSTEMS, p. 13

2.1—Introduction, p. 13

2.2—Materials, p. 13

2.3—Design loads, p. 13

2.4—Structural systems, p. 14

2.5—Floor subassemblies, p. 20

2.6—Foundation design considerations for lateral forces, p. 22

2.7—Structural analysis, p. 23

2.8—Durability, p. 23

2.9—Sustainability, p. 23

2.10—Structural integrity, p. 23

2.11—Fire resistance, p. 23

2.12—Post-tensioned/prestressed construction, p. 23

2.13—Quality assurance, construction, and inspection, p. 23

CHAPTER 3––STRUCTURAL ANALYSIS, p. 25

3.1—Introduction, p. 25

3.2—Overview of structural analysis, p. 25

3.3—Hand calculations, p. 26

3.4—Computer programs, p. 26

3.5—Structural analysis in ACI 318M, p. 27

3.6—Seismic analysis, p. 29

CHAPTER 4—DURABILITY, p. 31

4.1—Introduction, p. 31

4.2—Background, p. 33

4.3—Requirements for concrete in various exposure categories, p. 33

4.4—Concrete evaluation, acceptance, and inspection, p. 35

4.5—Examples, p. 35

5.1—Introduction, p. 39

5.2—Analysis, p. 39

5.3—Service limits, p. 39

CHAPTER 5—ONE-WAY SLABS, p. 39

5.4—Required strength, p. 40

5.5—Design strength, p. 40

5.6—Flexure reinforcement detailing, p. 40

5.7—Examples, p. 42

CHAPTER 6—TWO-WAY SLABS, p. 81

6.1—Introduction, p. 81

6.2—Analysis, p. 81

6.3—Service limits, p. 81

6.4—Shear strength, p. 82

6.5—Calculation of required shear strength, p. 83

6.6—Calculation of shear reinforcement, p. 84

6.7—Flexural strength, p. 84

6.8—Shear reinforcement detailing, p. 84

6.9—Flexure reinforcement detailing, p. 85

6.10—Examples, p. 88

CHAPTER 7—BEAMS, p. 133

7.1—Introduction, p. 133

7.2—Service limits, p. 133

7.3—Analysis, p. 134

7.4—Design strength, p. 134

7.5—Temperature and shrinkage reinforcement, p. 140

7.6—Detailing, p. 140

7.7—Examples, p. 143

CHAPTER 8—DIAPHRAGMS, p. 281

8.1—Introduction, p. 281

8.2—Material, p. 281

8.3—Service limits, p. 281

8.4—Analysis, p. 281

8.5—Design strength, p. 283

8.6—Reinforcement detailing, p. 284

8.7—Summary steps, p. 286

8.8—Examples, p. 289

CHAPTER 9—COLUMNS, p. 353

9.1—Introduction, p. 353

9.2—General, p. 353

9.3—Design limits, p. 353

9.4—Required strength, p. 354

9.5—Design strength, p. 356

9.6—Reinforcement limits, p. 357

9.7—Reinforcement detailing, p. 357

9.8—Design steps, p. 359

9.9––Examples, p. 362

CHAPTER 10—STRUCTURAL REINFORCED CONCRETE WALLS, p. 391

10.1—Introduction, p. 391

10.2—General, p. 391

10.3—Required strength, p. 393

10.4––Design strength, p. 394

10.5––Detailing, p. 398

10.6––Summary, p. 399

10.7—Examples, p. 400

CHAPTER 11—FOUNDATIONS, p. 419

11.1—Introduction, p. 419

11.2—Footing design, p. 419

11.3—Design steps, p. 420

11.4—Footings subject to eccentric loading, p. 422

11.5—Combined footing, p. 423

11.6—Examples, p. 425

CHAPTER 12—RETAINING WALLS, p. 489

12.1—General, p. 489

12.2—Design limits, p. 490

12.3—Applied forces, p. 491

12.4—Design strength, p. 492

12.5—Reinforcement limits, p. 492

12.6—Detailing, p. 493

12.7—Summary, p. 493

12.8—Examples, p. 495

CHAPTER 13—SERVICEABILITY, p. 589

13.1—Introduction, p. 589

13.2—Limitations on member thickness, p. 589

13.3—Immediate deflection behavior of beams or one-way slabs, p. 589

13.4––Time-dependent deflection calculation, p. 592

13.5––Distribution of flexural reinforcement in one-way slabs and beams, p. 592

13.6—Shrinkage and temperature reinforcement: nonprestressed, p. 593

13.7—Shrinkage and temperature reinforcement – post-tensioned, p. 593

13.8—Permissible stresses in prestressed concrete flexural members, p. 594

13.9—Permissible stresses at transfer of prestress, p. 594

13.10—Permissible concrete compressive stresses at service loads, p. 594

13.11—Examples, p. 595

13.12—Deflection design aids, p. 616

CHAPTER 14—STRUT-AND-TIE MODEL, p. 633

14.1—Introduction, p. 633

14.2—Concept, p. 633

14.3—Design, p. 633

14.4—Struts, p. 634

14.5—Ties, p. 636

14.6—Nodal zones, p. 637

14.7—Usual calculation steps and modeling consideration to apply strut-and-tie model, p. 638

14.8—Examples, p. 639

CHAPTER 15—ANCHORING TO CONCRETE, p. 687

15.1—Introduction, p. 687

15.2—Materials, p. 687

15.3—Design assumptions, p. 687

15.4—Loads on anchors, p. 688

15.5—Discussion on anchors resisting tension, p. 690

15.6—Discussion on anchors resisting shear, p. 690

15.7—Limitations on installation geometry, p. 691

15.8—Examples, p. 692

ERRATA INFO

Any applicable errata are included with individual documents at the time of purchase. Errata are not included for collections or sets of documents such as the ACI Collection. For a listing of and access to all product errata, visit the Errata page.

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