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ARCH5023/ARCH4343 - ARCHITECTURAL STRUCTURES II

CONCRETE STRUCTURES
THE UNIVERSITY OF OKLAHOMA - COLLEGE OF ARCHITECTURE
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BUILDING FRAMES

POST-TENSIONED


POSTTENSIONED CONCRETE:
=========================
Applications:
	1.	Shipping considerations
	2.	Curved cable profile
	3.	Tendons to be stressed in stages
	4.	Join precast elements

Requirements:
	1.	Tendons free to elongate
		No bond to concrete
	2.	Ducts grouted afterwards
		corrosion protection
		increase strength
	3.	Wedged or treated connections
	
Designer specifies:
	1.	Position of centerline of tendons
	2.	Magnitude of prestress force

Materials:
	Prestressed Steel:
		1.	Stranded Cable (7 strands)
			tensile strength 250-270 kips/sqin
		2.	High strength bars
			145 - 160 kips/sqin
			3/4" - 1 3/8" (

	Concrete:
		1.	Poured in Place Concrete
			2.5 - 4 kips/sqin
			for short spans 20'-0" max
		2. 	High Strength Concrete
			4 - 10 kips/sqin
			for longer structures
			over 75'-0"
			dead weight = major load
		3..	Reduced weight























POST TENSIONED CONCRETE

Post-Tensioned Concrete

Sweet's System

PipeSite

Prestressed Concrete Bridges

Strand for Prestressed Concrete Reinforcement

Interbeton


ASSOCIATIONS

American Concrete Institute

Concrete Reinforcing Steel Institute

Canadian Prestressed Concrete Institute

PCI Precast Concrete Institute

BuildNET Associations Page




Other Related Topics

Concrete Construction Magazine







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Prof. Dr. Hermann Gruenwald
(mail comments to: HGRUENWALD@ou.edu)
College of Architecture
The University of Oklahoma
©Dr. Gruenwald 1996, 1997