ACI PRC-224.4-13 Guide to Design Detailing to Mitigate Cracking

Price: $ 64.50 USD

Choose Product Language

Choose Product Units


Choose Product Format

Notes/Preview

Preview

Description

Recommendations made in this guide offer performance-based details that can mitigate and control concrete cracking. Structural elements are reviewed individually to identify crack causation and to offer design and detailing recommendations to mitigate crack development. In addition, standard details for various structural members within a building are offered that have been used effectively to mitigate and control crack development in concrete members.

Keywords: cast-in-place; crack mitigation; crack control; cracking; detailing; environmental structure; foundation; prestressed; reinforcement; restraint; shrinkage; slab; tensile stress; thermal effects; wall.

 

Document Details

Author: ACI Committee 224

Publication Year: 2014

Pages: 20

ISBN:

Categories: Cracking

Formats: PDF, ePub, or Kindle

Table of Contents

CHAPTER 1—INTRODUCTION AND SCOPE

1.1—Introduction

1.2—Objective

1.3—Scope

CHAPTER 2—NOTATION AND DEFINITIONS

2.1—Notation

2.2—Definitions

CHAPTER 3—DESIGN-DETAILING CONSIDERATIONS

3.1—Concrete member type and reinforcement

3.2—Overall and local regions

3.3—Framing compatibility

CHAPTER 4—DETAILING OF TWO-WAY REINFORCED CONCRETE SLAB SYSTEMS

4.1—General

4.2—Causes and types of restraint cracking

4.3—Crack mitigation and control

CHAPTER 5—DETAILING OF ONE-WAY REINFORCED CONCRETE SLAB SYSTEMS

5.1—General

5.2—Causes and types of restraint cracking

5.3—Crack mitigation and control

CHAPTER 6—DETAILING OF COLUMNS

6.1—General

6.2—Short columns

6.3—Columns between walls

6.4—Corner and exterior columns

6.5—Slender columns

6.6—Multistory columns

6.7—Column/slab joints

6.8—Oversized or unique-shaped columns (architectural columns)

CHAPTER 7—DETAILING OF WALLS

7.1—Gravity load-bearing walls

7.2—Non-load-bearing walls

7.3—Shear walls

7.4—Walls intended to contain liquid

CHAPTER 8—DETAILING ON SLABS-ON-GROUND

8.1—General

8.2—Contraction joints

8.3—Construction joints

8.4—Expansion and isolation joints

CHAPTER 9—REFERENCES

Cited references

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.

Return/Exchange Policy

Printed / Hard Copy Products: The full and complete returned product will be accepted if returned within 60 days of receipt and in salable condition. A 20% service charge applies. Return shipping fees are the customer’s responsibility.

Electronic /Downloaded Products & Online Learning Courses: These items are not eligible for return.

Subscriptions These items are not eligible for return.

Exchanges: Contact ACI’s Customer Services Department for options (+1.248.848.3800 – ACICustomerService@concrete.org).