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ACI 423.3R

Recommendations for Concrete Members Prestressed with Single- Strand Unbonded Tendons

Organization:
ACI - American Concrete Institute
Year: 2017

Abstract: Recommendations pertinent to design with single-strand unbonded tendons considered in this report include the design of slabs, beams, and continuous members; details and properties of tendons and anchors; and protection from corrosion during construction and throughout the life of the structure. The recommendations in this report are not intended for unbonded construction stages of elements using bonded tendons; for multistrand unbonded tendons used as external tendons; for members subject to direct tension, such as tiebacks, cable stays, arch ties, or circumferential tendons for containment structures; or for ground-supported posttensioned slabs for light residential construction.
URI: http://yse.yabesh.ir/std;query=autho47037D83081D20686159DD6E273C9FCD0Fa/handle/yse/265579
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    ACI 423.3R

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contributor authorACI - American Concrete Institute
date accessioned2018-10-06T07:12:10Z
date available2018-10-06T07:12:10Z
date copyright2017.07.01
date issued2017
identifier otherHPFECGAAAAAAAAAA.pdf
identifier urihttp://yse.yabesh.ir/std;query=autho47037D83081D20686159DD6E273C9FCD0Fa/handle/yse/265579
description abstractRecommendations pertinent to design with single-strand unbonded tendons considered in this report include the design of slabs, beams, and continuous members; details and properties of tendons and anchors; and protection from corrosion during construction and throughout the life of the structure. The recommendations in this report are not intended for unbonded construction stages of elements using bonded tendons; for multistrand unbonded tendons used as external tendons; for members subject to direct tension, such as tiebacks, cable stays, arch ties, or circumferential tendons for containment structures; or for ground-supported posttensioned slabs for light residential construction.
languageEnglish
titleACI 423.3Rnum
titleRecommendations for Concrete Members Prestressed with Single- Strand Unbonded Tendonsen
typestandard
page28
statusActive
treeACI - American Concrete Institute:;2017
contenttypefulltext
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