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ACI 350.4R

Design Considerations for Environmental Engineering Concrete Structures

Organization:
ACI - American Concrete Institute
Year: 2004

Abstract: This report outlines design considerations that are unique to environmental engineering concrete structures and associated buildings. Environmental engineering concrete structures are defined in ACI 350 as concrete structures intended for conveying, storing, or treating water, wastewater, or other nonhazardous liquids, and for the secondary containment of hazardous liquids. Applicable building codes and other industry standards should be consulted for load and design considerations not included herein. The engineer should check with the local building department to confirm the applicable building code for the project location and determine if there are any local amendments.
The structural design recommendations given herein should be regarded as common industry practice and are recommended for general use. Any special structural features, unusual loading conditions, or unusual exposure conditions may require special design considerations to achieve a higher level of performance than implied by these minimum recommendations.
URI: http://yse.yabesh.ir/std;jsein=autho4/handle/yse/131128
Subject: buoyancy
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    ACI 350.4R

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contributor authorACI - American Concrete Institute
date accessioned2017-09-04T17:07:35Z
date available2017-09-04T17:07:35Z
date copyright01/01/2004
date issued2004
identifier otherYICZFBAAAAAAAAAA.pdf
identifier urihttp://yse.yabesh.ir/std;jsein=autho4/handle/yse/131128
description abstractThis report outlines design considerations that are unique to environmental engineering concrete structures and associated buildings. Environmental engineering concrete structures are defined in ACI 350 as concrete structures intended for conveying, storing, or treating water, wastewater, or other nonhazardous liquids, and for the secondary containment of hazardous liquids. Applicable building codes and other industry standards should be consulted for load and design considerations not included herein. The engineer should check with the local building department to confirm the applicable building code for the project location and determine if there are any local amendments.
The structural design recommendations given herein should be regarded as common industry practice and are recommended for general use. Any special structural features, unusual loading conditions, or unusual exposure conditions may require special design considerations to achieve a higher level of performance than implied by these minimum recommendations.
languageEnglish
titleACI 350.4Rnum
titleDesign Considerations for Environmental Engineering Concrete Structuresen
typestandard
page16
statusActive
treeACI - American Concrete Institute:;2004
contenttypefulltext
subject keywordsbuoyancy
subject keywordsclarifier
subject keywordscontraction
subject keywordsdesign
subject keywordsexpansion
subject keywordsfiller
subject keywordsflood
subject keywordsflotation
subject keywordsforces
subject keywordshazardous
subject keywordsice
subject keywordsimpact
subject keywordsjoint
subject keywordsload
subject keywordsoverturning
subject keywordsreservoir
subject keywordssafety
subject keywordssealant
subject keywordssliding
subject keywordsstability
subject keywordstank
subject keywordstension
subject keywordstorque
subject keywordsvibration
subject keywordswaterstop
subject keywordsweights
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