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Guide to Design and Construction of Circular Wire- and Strand-Wrapped Prestressed Concrete Structures

contributor authorACI - American Concrete Institute
date accessioned2017-09-04T18:43:42Z
date available2017-09-04T18:43:42Z
date copyright2013.12.01
date issued2013
identifier otherKCSDHFAAAAAAAAAA.pdf
identifier urihttp://yse.yabesh.ir/std;query=autho18262NAV9D40-%206972DD6ED52F9FCD0Facilities%20Engineering%20Command%226EFDEC9FCD/handle/yse/225111
description abstractThe recommendations supplement the general requirements for reinforced concrete and prestressed concrete design and construction given in ACI 350 and ACI 350.5. Design and construction recommendations cover the following elements or components of circular-wrapped prestressed concrete structures:
a) Floors
i) Reinforced concrete
b) Floor-wall connections
i) Hinged
ii) Fixed
iii) Partially fixed
iv) Unrestrained
v) Changing restraint
c) Walls
i) Cast-in-place concrete walls with steel diaphragms or vertical prestressing
ii) Shotcrete walls with steel diaphragms
iii) Precast concrete walls with steel diaphragms
d) Wall-roof connections
i) Hinged
ii) Fixed
iii) Partially fixed
iv) Unrestrained
e) Roofs
i) Concrete dome roofs with a prestressed dome ring, constructed with cast-in-place concrete, shotcrete, or precast concrete
ii) Flat concrete roofs
f) Wall and dome ring prestressing systems
i) Circumferential prestressing using wrapped wire or strand systems
ii) Vertical prestressing using single or multiple highstrength strands or bars
languageEnglish
titleACI 372Rnum
titleGuide to Design and Construction of Circular Wire- and Strand-Wrapped Prestressed Concrete Structuresen
typestandard
page35
statusActive
treeACI - American Concrete Institute:;2013
contenttypefulltext


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