{"id":276220,"date":"2024-10-19T18:35:24","date_gmt":"2024-10-19T18:35:24","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-332-2020\/"},"modified":"2024-10-25T15:01:35","modified_gmt":"2024-10-25T15:01:35","slug":"aci-332-2020","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-332-2020\/","title":{"rendered":"ACI 332 2020"},"content":{"rendered":"
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.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
3<\/td>\n | TITLE PAGE <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | PREFACE <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | CHAPTER 1\u2014GENERAL 1.1\u2014Scope <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 1.2\u2014Alternative systems <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 1.3\u2014Drawings and specifications 1.4\u2014Inspection <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | CHAPTER 2\u2014NOTATION AND DEFINITIONS 2.1\u2014Notation <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 2.2\u2014Definitions <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | CHAPTER 3\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | CHAPTER 4\u2014MATERIALS 4.1\u2014Concrete 4.2\u2014Reinforcement <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 4.3\u2014Formwork 4.4\u2014Vapor retarder <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | CHAPTER 5\u2014CONCRETE REQUIREMENTS 5.1\u2014Exposure categories and classes <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 5.2\u2014General requirements 5.3\u2014Requirements for concrete mixtures <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 5.4\u2014Additional requirements for freezing-and-thawing exposure <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 5.5\u2014Alternative cementitious materials for sulfate exposure 5.6\u2014Concrete cover <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | CHAPTER 6\u2014DESIGN OF STRUCTURAL CONCRETE 6.1\u2014Scope 6.2\u2014Materials <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 6.3\u2014Load factors and combinations <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 6.4\u2014Strength reduction factors 6.5\u2014Plain concrete <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 6.6\u2014Sectional strength of reinforced sections <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 6.7\u2014Design limits 6.8\u2014Reinforcement detailing <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | CHAPTER 7\u2014CONCRETE PRODUCTION AND PLACEMENT 7.1\u2014Concrete 7.2\u2014Placement 7.3\u2014Form removal 7.4\u2014Finishing <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 7.5\u2014Curing 7.6\u2014Protection of concrete during cold weather <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 7.7\u2014Temperature limits for concrete as delivered in hot weather <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | CHAPTER 8\u2014FOOTINGS 8.1\u2014Scope 8.2\u2014General <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 8.3\u2014Design limits <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 8.4\u2014Required strength <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 8.5\u2014Design 8.6\u2014Prescriptive design tables <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 8.7\u2014Construction requirements <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | CHAPTER 9\u2014FOUNDATION WALLS 9.1\u2014Scope 9.2\u2014General <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | 9.3\u2014Design limits <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | 9.4\u2014Required strength 9.5\u2014Design <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | 9.6\u2014Connection to lateral support system 9.7\u2014Construction requirements <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | CHAPTER 10\u2014ABOVE-GRADE WALLS 10.1\u2014Scope 10.2\u2014General 10.3\u2014Design limits 10.4\u2014Required strength 10.5\u2014Design <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | 10.6\u2014Construction requirements <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | CHAPTER 11\u2014LINTEL BEAMS 11.1\u2014Scope 11.2\u2014General <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | 11.3\u2014Design limits 11.4\u2014Required strength 11.5\u2014Design 11.6\u2014Prescriptive design <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | CHAPTER 12\u2014DESIGN FOR EXPANSIVE SOILS 12.1\u2014Scope 12.2\u2014General 12.3\u2014Expansive soil classification 12.4\u2014Design <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | CHAPTER 13\u2014SLABS-ON-GROUND 13.1\u2014Scope 13.2\u2014Design 13.3\u2014Support 13.4\u2014Forms 13.5\u2014Thickness 13.6\u2014Joints <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | 13.7\u2014Reinforcement <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | COMMENTARY REFERENCES <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | Authored documents <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ACI 332-20:Code Requirements for Residential Concrete and Commentary<\/b><\/p>\n |