An Analytical Study of Partially Prestressed Concrete Columns Under Eccentric Loads PDF Download
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Author: Harold Yun How Tai
Publisher:
ISBN:
Category : Prestressed concrete beams
Languages : en
Pages :
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Author: Harold Yun How Tai
Publisher:
ISBN:
Category : Prestressed concrete beams
Languages : en
Pages :
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Author: Edward Oscar Pfrang
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 216
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Author: Paul Zia
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 72
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Author:
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Category :
Languages : en
Pages :
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Author: Prestressed Concrete Institute
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ISBN:
Category : Prestressed concrete
Languages : en
Pages : 646
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Author: Frederick Lane Moreadith
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ISBN:
Category :
Languages : en
Pages : 109
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Author: R. H. Basappa Setty
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ISBN:
Category : Columns, Concrete
Languages : en
Pages : 130
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The research work involved a study of behaviour and strength of eccentrically loaded High Strength Concrete columns. The research comprised experimental and analytical components. With regard to experimental work, twelve columns were manufactured and tested to failure. All columns were rectangular in cross-section with 300 mm x 100 mm as dimensions. The test specimens were loaded about the minor axis. The ratio of longitudinal reinforcement was either 1.47% (4 - 12 mm diameter bars) or 2.2% (6 - 12 mm diameter bars). The lateral reinforcement was in the form of rectangular closed ties made of 6 mm wires (W6). The spacing of ties was generally 50 mm, but, was decreased to 30 mm, at either ends to avoid premature failure.
Author: University of California, Berkeley. Computer Center
Publisher:
ISBN:
Category : Computation laboratories
Languages : en
Pages : 646
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Some volumes accompanied by addenda.
Author: John Dudley Cole
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 140
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Author: Tak-Fong Wong
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 378
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