ACI 332 2020

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ACI 332-20:Code Requirements for Residential Concrete and Commentary

Published By	Publication Date	Number of Pages
ACI	2020	80

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Category: ACI

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Description

This code covers the design and construction of cast-in-place concrete for one- and two-family dwellings and multiple single-family dwellings (townhouses), and their accessory structures. Among the subjects covered are the design and construction requirements for plain and reinforced concrete footings; foundation walls; slabs-on-ground; and requirements for concrete, reinforcement, forms, and other related materials. The quality and testing of materials discussed in this document are covered by reference to the appropriate ASTM standards. This code is written to allow for reference by adoption in a general building code without changing its language. Background details or suggestions for carrying out the requirements or intent of the code are provided in the commentary. The commentary discusses some of the considerations of the committee in developing the code with emphasis given to the explanation of provisions that may be unfamiliar to code users or where significant departure exists from other concrete codes. Keywords: admixtures; aggregate; backfill; cement; compressive strength; cover; flexural strength; footings; formwork (construction); foundations; loads (forces); slabs; structural analysis; reinforcement.

PDF Catalog

PDF Pages	PDF Title
3	TITLE PAGE
5	PREFACE
7	CHAPTER 1—GENERAL 1.1—Scope
8	1.2—Alternative systems
9	1.3—Drawings and specifications 1.4—Inspection
10	CHAPTER 2—NOTATION AND DEFINITIONS 2.1—Notation
11	2.2—Definitions
13	CHAPTER 3—REFERENCED STANDARDS
15	CHAPTER 4—MATERIALS 4.1—Concrete 4.2—Reinforcement
16	4.3—Formwork 4.4—Vapor retarder
18	CHAPTER 5—CONCRETE REQUIREMENTS 5.1—Exposure categories and classes
20	5.2—General requirements 5.3—Requirements for concrete mixtures
22	5.4—Additional requirements for freezing-and-thawing exposure
23	5.5—Alternative cementitious materials for sulfate exposure 5.6—Concrete cover
24	CHAPTER 6—DESIGN OF STRUCTURAL CONCRETE 6.1—Scope 6.2—Materials
25	6.3—Load factors and combinations
26	6.4—Strength reduction factors 6.5—Plain concrete
28	6.6—Sectional strength of reinforced sections
32	6.7—Design limits 6.8—Reinforcement detailing
33	CHAPTER 7—CONCRETE PRODUCTION AND PLACEMENT 7.1—Concrete 7.2—Placement 7.3—Form removal 7.4—Finishing
34	7.5—Curing 7.6—Protection of concrete during cold weather
35	7.7—Temperature limits for concrete as delivered in hot weather
36	CHAPTER 8—FOOTINGS 8.1—Scope 8.2—General
39	8.3—Design limits
40	8.4—Required strength
41	8.5—Design 8.6—Prescriptive design tables
47	8.7—Construction requirements
49	CHAPTER 9—FOUNDATION WALLS 9.1—Scope 9.2—General
51	9.3—Design limits
53	9.4—Required strength 9.5—Design
64	9.6—Connection to lateral support system 9.7—Construction requirements
66	CHAPTER 10—ABOVE-GRADE WALLS 10.1—Scope 10.2—General 10.3—Design limits 10.4—Required strength 10.5—Design
67	10.6—Construction requirements
68	CHAPTER 11—LINTEL BEAMS 11.1—Scope 11.2—General
69	11.3—Design limits 11.4—Required strength 11.5—Design 11.6—Prescriptive design
70	CHAPTER 12—DESIGN FOR EXPANSIVE SOILS 12.1—Scope 12.2—General 12.3—Expansive soil classification 12.4—Design
71	CHAPTER 13—SLABS-ON-GROUND 13.1—Scope 13.2—Design 13.3—Support 13.4—Forms 13.5—Thickness 13.6—Joints
72	13.7—Reinforcement
74	COMMENTARY REFERENCES
75	Authored documents