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A prestressed beam has a width of 250 mm and a total depth of 500 mm. It is sub jected to a bonded pre stress tendons having an area of 600 mm2 acting at a distan of 375 mm from the compression face of the member. fc' - 34.6 MPa fpu 1480 MPa fpy 0.85fpu (stress-relieved strands) Compute the stress in the prestress reinforcement at nominal strength. (MPa)

A prestressed beam has a width of 250 mm and a total depth of 500 mm. It is sub jected to a bonded pre stress tendons having an area of 600 mm2 acting at a distan of 375 mm from the compression face of the member. fc' - 34.6 MPa fpu 1480 MPa fpy 0.85fpu (stress-relieved strands) Compute the stress in the prestress reinforcement at nominal strength. (MPa)

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter1: Introduction
Section: Chapter Questions
Problem 1.5.6P: The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular...
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A prestressed beam has a width of 250 mm and a total depth of 500 mm. It is sub jected to a bonded pre stress tendons having an area of 600 mm2 acting at a distance of 375 mm from the compression face of the member. fc' - 34.6 MPa fpu 1480 MPa %3! fpy = 0.85fpu (stress-relieved strands) %3D Compute the stress in the prestress reinforcement at nominal strength. (MPa)
Transcribed Image Text:A prestressed beam has a width of 250 mm and a total depth of 500 mm. It is sub jected to a bonded pre stress tendons having an area of 600 mm2 acting at a distance of 375 mm from the compression face of the member. fc' - 34.6 MPa fpu 1480 MPa %3! fpy = 0.85fpu (stress-relieved strands) %3D Compute the stress in the prestress reinforcement at nominal strength. (MPa)
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