In a prestressed beam carrying an external load W with a bent tendon is having angle of inclination θ and prestressed load P. The net downward load at the centre is« Back to Previous Page
A. W - 2P cos θ
B. W - P cos θ
C. W - P sin θ
D. W - 2P sin θ
E. W + 2P sin θ
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D. W – 2P sin θ |
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