000			03413nam a22002777a 4500
003			pucpr
005			20210622160458.0
008			210622b2020 d|||| |||| 00| 0 eng d
020			_a9781641951104
040			_apucpr _beng _cpucpr _dpucpr _erda
049			_aCARIBET
050			_aTA683 _bA25 2020
110			_9298386 _aAmerican Concrete Institute. _bCommittee 332
245			_aCode requirements for residential concrete (ACI 332-20) and commentary : _ban ACI standard / _creported by ACI Committee 332. _htxt
264			_aFarmington Hills, Mich. : _bAmerican Concrete Institute, _c2020.
300			_a74 p. _bcharts ; _c28 cm. _fbook
336			_2rdacontent _atext _btxt
337			_2rdamedia _aunmediaded _bn
338			_2rdacarrier _avolume _bn
501			_a"ACI 332-20 supersedes ACI 332-14, and was adopted July 6, 2020, and was published October 2020"--Page 1.
505			_aCHAPTER 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 --
650		0	_9212408 _aConcrete construction _xStandards -- _zUnited States.
650		0	_9173751 _aStandards, Engineering. _zUnited States.
651		0	_9293958 _aUnited States
942			_2lcc _c6 _hTA683 _kReferencia _mA25 2020
999			_c296434 _d296434