ACI 372R

ACI - American Concrete Institute

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

Organization:

Year: 2003

Abstract: The recommendations supplement the general requirements for reinforced concrete and prestressed concrete design and construction given in AC1 318-99, AC1 350-01, and AC1 301. Design and construction recommendations cover the following elements or components of circularwrapped prestressed concrete structures:
I. Floors
Reinforced concrete
II. Floor-wall connections
Hinged;
Fixed;
Partially fixed;
Unrestrained; and
Changing restraint.
III. Walls
Cast-in-place concrete walls with steel diaphragms or vertical prestressing;
Shotcrete walls with steel diaphragms; and
Precast concrete wails with steel diaphragms.
IV. Wall-roof connections
Hinged;
Fixed;
Partially fixed; and
Unrestrained.
V. Roofs
Concrete dome roofs with prestressed dome ring, constructed with cast-in-place concrete, shotcrete, or precast concrete; and
Flat concrete roofs.
VI. Wall and dome ring prestressing systems
Circumferential prestressing using wrapped wire or strand systems; and
Vertical prestressing using single or multiple highstrength strands, bars, or wires.
ObjectiveThis report provides guidance for individuals responsible for the design and construction of circular prestressed concrete structures by recommending practices used in successful structures.

URI: http://yse.yabesh.ir/std/handle/yse/127711

Subject: circumferential prestressing

Collections :

ACI - American Concrete Institute

Show full item record

contributor author	ACI - American Concrete Institute
date accessioned	2017-09-04T17:04:07Z
date available	2017-09-04T17:04:07Z
date copyright	09/01/2003
date issued	2003
identifier other	XYVEEBAAAAAAAAAA.pdf
identifier uri	http://yse.yabesh.ir/std/handle/yse/127711
description abstract	The recommendations supplement the general requirements for reinforced concrete and prestressed concrete design and construction given in AC1 318-99, AC1 350-01, and AC1 301. Design and construction recommendations cover the following elements or components of circularwrapped prestressed concrete structures: I. Floors Reinforced concrete II. Floor-wall connections Hinged; Fixed; Partially fixed; Unrestrained; and Changing restraint. III. Walls Cast-in-place concrete walls with steel diaphragms or vertical prestressing; Shotcrete walls with steel diaphragms; and Precast concrete wails with steel diaphragms. IV. Wall-roof connections Hinged; Fixed; Partially fixed; and Unrestrained. V. Roofs Concrete dome roofs with prestressed dome ring, constructed with cast-in-place concrete, shotcrete, or precast concrete; and Flat concrete roofs. VI. Wall and dome ring prestressing systems Circumferential prestressing using wrapped wire or strand systems; and Vertical prestressing using single or multiple highstrength strands, bars, or wires. ObjectiveThis report provides guidance for individuals responsible for the design and construction of circular prestressed concrete structures by recommending practices used in successful structures.
language	English
title	ACI 372R	num
title	Design and Construction of Circular Wire- and Strand- Wrapped Prestressed Concrete Structures	en
type	standard
page	28
status	Active
tree	ACI - American Concrete Institute:;2003
contenttype	fulltext
subject keywords	circumferential prestressing
subject keywords	dome
subject keywords	footing
subject keywords	joint
subject keywords	joint sealant
subject keywords	prestressed concrete
subject keywords	prestressing steel
subject keywords	shotcrete
subject keywords	wall