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  <titleInfo>
    <title>Code requirements for residential concrete (ACI 332-20) and commentary</title>
    <subTitle>an ACI standard</subTitle>
  </titleInfo>
  <name type="corporate">
    <namePart>American Concrete Institute</namePart>
    <namePart>Committee 332</namePart>
    <role>
      <roleTerm authority="marcrelator" type="text">creator</roleTerm>
    </role>
  </name>
  <typeOfResource>text</typeOfResource>
  <originInfo>
    <issuance>monographic</issuance>
  </originInfo>
  <language>
    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
  </language>
  <physicalDescription>
    <form authority="marcform">print</form>
    <form authority="gmd">txt</form>
    <extent>74 p. charts ; 28 cm.</extent>
  </physicalDescription>
  <tableOfContents>CHAPTER 1- GENERAL -- 
1.1-Scope -- 
1.2-Alternative systems -- 
1.3-Drawings and specifications -- 
1.4-Inspection -- 
CHAPTER 2-NOTATION AND DEFINITIONS -- 
2.1-Notation -- 
2.2-Definitions -- 
CHAPTER 3-REFERENCED STANDARDS --
CHAPTER 4-MATERIALS -- 
4.1-Concrete -- 
4.2-Reinforcement -- 
4.3-Formwork -- 
4.4-Vapor retarder -- 
CHAPTER 5-CONCRETE REQUIREMENTS -- 
5.1-Exposure categories and classes -- 
5.2-General requirements -- 
5.3-Requirements for concrete mixtures -- 
5.4-Additional requirements for freezing-and-thawing exposure -- 
5.5-Alternative cementitious materials for sulfate expo-sure -- 
5.6- Concrete cover -- 
CHAPTER 6-DESIGN OF STRUCTURAL CONCRETE -- 
6.1-Scope -- 
6.2-Materials -- 
6.3-Load factors and combinations -- 
6.4-Strength reduction factors -- 
6.5-Plain concrete -- 
6.6-Sectional strength of reinforced sections -- 
6.7-Design limits -- 
6.8-Reinforcement detailing -- 
CHAPTER 7-CONCRETE PRODUCTION AND PLACEMENT -- 
7.1-Concrete -- 
7.2-Placement -- 
7.3-Form removal -- 
7.4-Finishing -- 
7.5-Curing -- 
7.6-Protection of concrete during cold weather -- 
7.7-Temperature limits for concrete as delivered in hot weather -- 
CHAPTER 8-FOOTINGS --
8.1-Scope -- 
8.2-General -- 
8.3-Design limits -- 
8.4-Required strength -- 
8.5-Design -- 
8.6-Prescriptive design tables -- 
8.7-Construction requirements -- 
CHAPTER 9-FOUNDATION WALLS -- 
9.1-Scope -- 
9.2-General -- 
9.3-Design limits -- 
9.4-Required strength -- 
9.5-Design -- 
9.6-Connection to lateral support system -- 
9.7-Construction requirements -- 
CHAPTER 10-ABOVE-GRADE WALLS --
10.1-Scope -- 
10.2-General -- 
10.3-Design limits -- 
10.4-Required strength -- 
10.5-Design -- 
10.6-Construction requirements -- 
CHAPTER 11-LINTEL BEAMS -- 
11.1-Scope -- 
11.2-General -- 
11.3-Design limits -- 
11.4-Required strength -- 
11.5-Design -- 
11.6-Prescriptive design -- 
CHAPTER 12-DESIGN FOR EXPANSIVE SOILS -- 
12.1-Scope -- 
12.2-General -- 
12.3-Expansive soil classification -- 
12.4-Design -- 
CHAPTER 13-SLABS-ON-GROUND -- 
13.1-Scope -- 
13.2-Design -- 
13.3-Support -- 
13.4-Forms -- 
13.5-Thickness -- 
13.6-Joints -- 
13.7-Reinforcement -- 
COMMENTARY REFERENCES -- 
Authored documents --
</tableOfContents>
  <note type="statement of responsibility">reported by ACI Committee 332.</note>
  <note>"ACI 332-20 supersedes ACI 332-14, and was adopted July 6, 2020, and was published October 2020"--Page 1.</note>
  <subject authority="lcsh">
    <topic>Concrete construction</topic>
    <topic>Standards --</topic>
    <geographic>United States</geographic>
  </subject>
  <subject authority="lcsh">
    <topic>Standards, Engineering</topic>
    <geographic>United States</geographic>
  </subject>
  <subject authority="lcsh">
    <geographic>United States</geographic>
  </subject>
  <classification authority="lcc">TA683 A25 2020</classification>
  <identifier type="isbn">9781641951104</identifier>
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    <recordCreationDate encoding="marc">210622</recordCreationDate>
    <recordChangeDate encoding="iso8601">20210622160458.0</recordChangeDate>
    <languageOfCataloging>
      <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
    </languageOfCataloging>
  </recordInfo>
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