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Prestressed Concrete Columns under Concentric and Eccentric Loadings

P. Zia / J. R. Andrew / M. S. Chawla

Twenty-four prestressed concrete columns were tested to failure. The effects of lateral reinforcement (ties or spirals), eccentricity of loading, and full or partial prestressing are discussed. The ultimate strengths of the columns as determined by the tests are compared with the theoretical values as predicted by the PCI method and a method proposed by the researchers. (BPR abstract)

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Prestressed Concrete Columns under Concentric and Eccentric Loadings

P. Zia / J. R. Andrew / M. S. Chawla

Twenty-four prestressed concrete columns were tested to failure. The effects of lateral reinforcement (ties or spirals), eccentricity of loading, and full or partial prestressing are discussed. The ultimate strengths of the columns as determined by the tests are compared with the theoretical values as predicted by the PCI method and a method proposed by the researchers. (BPR abstract)

Prestressed Concrete Columns under Concentric and Eccentric Loadings

P. Zia / J. R. Andrew / M. S. Chawla

Twenty-four prestressed concrete columns were tested to failure. The effects of lateral reinforcement (ties or spirals), eccentricity of loading, and full or partial prestressing are discussed. The ultimate strengths of the columns as determined by the tests are compared with the theoretical values as predicted by the PCI method and a method proposed by the researchers. (BPR abstract)

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Title:

Prestressed Concrete Columns under Concentric and Eccentric Loadings

Contributors:

P. Zia (author) / J. R. Andrew (author) / M. S. Chawla (author)

Publication date:

1969

Size:

68 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Ceramics, Refractories, & Glass , Civil Engineering , Reinforced concrete , Beams(Structural) , Loading(Mechanics) , Stresses , Strain(Mechanics) , Compressive properties , Reinforcing materials , Sand , Gravel , Test methods , Concentric loading , Eccentric loading , Prestressed concrete

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