Compute the design moment capacity of the pretensioned beam shown below if f c’ = 34MPa, fpy = 1379 MPa, and fpu = 1551MPa. Assume fpy/fpu > 0.85

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Compute the design moment capacity of the pretensioned beam shown below if f c’ = 34MPa, fpy = 1379 MPa, and fpu = 1551MPa. Assume fpy/fpu > 0.85. 

580.64mm²
350mm
500mm
680mm
125mm
14.59 kN/m (not including beam weight)
|
10m
Transcribed Image Text:580.64mm² 350mm 500mm 680mm 125mm 14.59 kN/m (not including beam weight) | 10m
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