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...


A prestressed beam has a width of 250 mm and a total depth of 500 mm. It is sub<br>jected to a bonded pre stress tendons having an area of 600 mm2 acting at a distance<br>of 375 mm from the compression face of the member.<br>fc' - 34.6 MPa<br>fpu<br>1480 MPa<br>%3!<br>fpy = 0.85fpu (stress-relieved strands)<br>%3D<br>Compute the stress in the prestress reinforcement at nominal strength. (MPa)<br>

Extracted 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)

Jun 11, 2022
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