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Question

A uniformly distributed load intensity, w, acting on a simply supported prestressed concrete beam of span, L, producing a bending moment, M, at mid-span is to be balanced by a parabolic tendon with zero eccentricity at ends and eccentricity e, at mid-span. The prestressing force required depends on:

A
W and e
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B
w and L
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C
L and e
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D
M and e
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Solution

The correct option is D M and e



For fully counteract the effect of external
M=Pe costθ
P=Me cosθ
Hence prestressing force P depends upon M & e.

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