A 60 ft long pretensioned prestressed beam will carry superimposed load of 1kip/ft. Total prestressing steel used in the beam is 2in". Compute total loss. Given, f'c = 6ksi, f'ci = 4.5ksi, fpu = 270ksi stress- relieved strands, Es = 28500ksi. fpi/fpu = 0.75. Relative Humidity 75%. %3D

Structural Analysis
6th Edition
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A 60 ft long pretensioned prestressed
beam will carry superimposed load of
1kip/ft. Total prestressing steel used in
the beam is 2in". Compute total loss.
Given, f'c = 6ksi, f'ci = 4.5ksi, fpu = 270ksi
stress- relieved strands, Es = 28500ksi.
%3D
fpi/fpu = 0.75. Relative Humidity 75%.
42".
5"-
30"
41"
18"
7"
17"
Transcribed Image Text:A 60 ft long pretensioned prestressed beam will carry superimposed load of 1kip/ft. Total prestressing steel used in the beam is 2in". Compute total loss. Given, f'c = 6ksi, f'ci = 4.5ksi, fpu = 270ksi stress- relieved strands, Es = 28500ksi. %3D fpi/fpu = 0.75. Relative Humidity 75%. 42". 5"- 30" 41" 18" 7" 17"
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