Flexural Behavior of Prestressed Concrete Composite Tee-beams PDF Download
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Author: James Bryson
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 24
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Book Description
Prestressed Tee-beams constructed by the split-beam method were tested to failure in flexure to study the behavior and ultimate strength of these beams and to compare their flexural characteristics with those of prestressed beams of conventional construction. Results showed that composite split-beams behaved similarly to the monolithically constructed beams on the basis of flexural response and ultimate load.
Author: James Bryson
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 24
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Book Description
Prestressed Tee-beams constructed by the split-beam method were tested to failure in flexure to study the behavior and ultimate strength of these beams and to compare their flexural characteristics with those of prestressed beams of conventional construction. Results showed that composite split-beams behaved similarly to the monolithically constructed beams on the basis of flexural response and ultimate load.
Author: J. O. Bryson
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 12
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Author:
Publisher:
ISBN:
Category : Building materials
Languages : en
Pages : 28
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Author: Abul Hasnat
Publisher:
ISBN:
Category :
Languages : en
Pages : 202
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Author: Ashraf Elzanaty
Publisher:
ISBN:
Category : Flexure
Languages : en
Pages : 252
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Book Description
Author: J. O. Bryson
Publisher:
ISBN:
Category :
Languages : en
Pages : 46
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Book Description
Prestressed Tee-beams constructed by the split-beam method were tested to failure in flexure to study the behavior and ultimate strength of these beams and to compare their flexural characteristics with those of prestressed beams of conventional construction. The variables in the study included the percentage of prestressing steel, strength of concrete in the compressive element of the composite split-beams, manner of prestressing and web reinforcement. Results showed that no significant distinction can be drawn between the composite split-beams and monolithically constructed beams on the basis of flexural response and ultimate load. The flange portion of the cross-section of the split-beam is cast after the stem of the beam has been formed and prestressed. The strength of the concrete for the flange section, which is called the compressive element, can be reduced within limits from that required for the prestressed stem (tensile element) without sacrificing ultimate load capacity. The required percentage of reinforcing steel is less for the split-beam compared with conventional beams. (Author).
Author: Narbey Khachaturian
Publisher:
ISBN:
Category : Girders
Languages : en
Pages : 320
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Author: David Wai Sum Ho
Publisher:
ISBN:
Category : Concrete beams
Languages : en
Pages : 392
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Author: Edward G. Nawy
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 968
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Book Description
Of Step-by-Step Trial-and-Adjustment Procedure for the Service-Load Design of Prestressed Members -- Design of Composite Post-Tensioned Prestressed Simply Supported Section -- Ultimate-Strength Flexural Design -- Load and Strength Factors -- ACI Load Factors and Safety Margins -- Limit State in Flexure at Ultimate Load in Bonded Members: Decompression to Ultimate Load -- Preliminary Ultimate-Load Design -- Summary Step-by-Step Procedure for Limit at Failure Design of the Prestressed Members -- Ultimate Strength Design of Prestressed Simply Supported Beam by Strain Compatibility -- Strength Design of Bonded Prestressed Simply Supported Beam Using Approximate Procedures -- SI Flexural Design Expression -- Shear and Torsional Strength Design -- Behavior of Homogeneous Beams in Shear -- Behavior of Concrete Beams as Nonhomogeneous Sections -- Concrete Beams without Diagonal Tension Reinforcement -- Shear and Principal Stresses in Prestressed Beams -- Web-Shear Reinforcement -- Horizontal Shear Strength in Composite Construction -- Web Reinforcement Design Procedure for Shear -- Principal Tensile Stresses in Flanged Sections and Design of Dowel-Action Vertical Steel in Composite Sections -- Dowel Steel Design for Composite Action -- Dowel Reinforcement Design for Composite Action in an Inverted T-Beam -- Shear Strength and Web-Shear Steel Design in a Prestressed Beam -- Web-Shear Steel Design by Detailed Procedures -- Design of Web Reinforcement for a PCI Standard Double Composite T-Beam -- Brackets and Corbels.
Author:
Publisher:
ISBN:
Category : Building materials
Languages : en
Pages : 434
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Book Description
