SP-017(14): The Reinforced Concrete Design Handbook Volumes 1 & 2 Package

SP-017(14): The Reinforced Concrete Design Handbook Volumes 1 & 2 Package

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Two-Volume Set

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The Reinforced Concrete Design Handbook is published in two volumes: Chapters 1 through 11 are published in Volume 1 and Chapters 12 through 15 are published in Volume 2. Design aids and a moment interaction diagram Excel spreadsheet are available for free download from the following ACI webpage links:

https://www.concrete.org/store/productdetail.aspx?ItemID=SP1714DA

https://www.concrete.org/store/productdetail.aspx?ItemID=SP1714DAE

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: 2014

Formats: Printed Document

Table of Contents

VOLUME 1

CHAPTER 1—BUILDING EXAMPLE

1.1—Introduction

1.2—Building plans and elevation

1.3—Loads

1.4—Material properties

CHAPTER 2—STRUCTURAL SYSTEMS

2.1—Introduction

2.2—Materials

2.3—Design loads

2.4—Structural systems

2.5—Floor subassemblies

2.6—Foundation design considerations for lateral

forces

2.7—Structural analysis

2.8—Durability

2.9—Sustainability

2.10—Structural integrity

2.11—Fire resistance

2.12—Post-tensioned/prestressed construction

2.13—Quality assurance, construction, and

inspection

CHAPTER 3––STRUCTURAL ANALYSIS

3.1—Introduction

3.2—Overview of structural analysis

3.3—Hand calculations

3.4—Computer programs

3.5—Structural analysis in ACI 318

3.6—Seismic analysis

CHAPTER 4—DURABILITY

4.1—Introduction

4.2—Background

4.3—Requirements for concrete in various exposure categories

4.4—Concrete evaluation, acceptance, and

inspection

4.5—Examples

CHAPTER 5—ONE-WAY SLABS

5.1—Introduction

5.2—Analysis

5.3—Service limits

5.4—Required strength

5.5—Design strength

5.6—Flexure reinforcement detailing

5.7—Examples

CHAPTER 6—TWO-WAY SLABS

6.1—Introduction

6.2—Analysis

6.3—Service limits

6.4—Shear strength

6.5—Calculation of required shear strength

6.6—Calculation of shear reinforcement

6.7—Flexural strength

6.8—Shear reinforcement detailing

6.9—Flexure reinforcement detailing

6.10—Examples

CHAPTER 7—BEAMS

7.1—Introduction

7.2—Service limits

7.3—Analysis

7.4—Design strength

7.5—Temperature and shrinkage reinforcement

7.6—Detailing

7.7—Examples

CHAPTER 8—DIAPHRAGMS

8.1—Introduction

8.2—Material

8.3—Service limits

8.4—Analysis

8.5––Design strength

8.6––Reinforcement detailing

8.7—Summary steps

8.8—Examples

CHAPTER 9—COLUMNS

9.1—Introduction

9.2—General

9.3—Design limits

9.4—Required strength

9.5—Design strength

9.6—Reinforcement limits

9.7—Reinforcement detailing

9.8—Design steps

9.9––Examples

CHAPTER 10—STRUCTURAL REINFORCED CONCRETE WALLS

10.1—Introduction

10.2—General

10.3—Required strength

10.4––Design strength

10.5––Detailing

10.6––Summary

10.7—Examples

CHAPTER 11—FOUNDATIONS

11.1—Introduction

11.2—Footing design

11.3—Design steps

11.4—Footings subject to eccentric loading

11.5—Combined footing

11.6—Examples

VOLUME 2

CHAPTER 12—RETAINING WALLS

12.1—General

12.2—Design limits

12.3—Applied forces

12.4—Design strength

12.5—Reinforcement limits

12.6—Detailing

12.7—Summary

12.8—Examples

CHAPTER 13—SERVICEABILITY

13.1—Introduction

13.2—Limitations on member thickness

13.3—Immediate deflection behavior of beams or one-way slabs

13.4––Time-dependent deflection calculation

13.5––Distribution of flexural reinforcement in one-way slabs and beams

13.6—Shrinkage and temperature reinforcement: nonprestressed

13.7—Shrinkage and temperature reinforcement – post-tensioned

13.8—Permissible stresses in prestressed concrete flexural members

13.9—Permissible stresses at transfer of prestress

13.10—Permissible concrete compressive stresses at service loads

13.11—Examples

13.12—Deflection design aids

CHAPTER 14—STRUT-AND-TIE MODEL

14.1—Introduction

14.2—Concept

14.3—Design

14.4—Struts

14.5—Ties

14.6—Nodal zones

14.7—Usual calculation steps and modeling consideration to apply strut-and-tie model

14.8—Examples

CHAPTER 15—ANCHORING TO CONCRETE

15.1—Introduction

15.2—Materials

15.3—Design assumptions

15.4—Loads on anchors

15.5—Discussion on anchors resisting tension

15.6—Discussion on anchors resisting shear

15.7—Limitations on installation geometry

15.8—Examples

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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