Assertion (A) : Losses in pre-stress of pre- tensioned beam are more than the losses in
post-tensioned beam.
Reason (R): This is partially due to the effect of elastic shortening.
Assertion (A) is true: Total losses in pre-tensioned concrete beams are higher compared
to post-tensioned concrete beams.
Reason (R) is true: In pre-tensioning, elastic shortening loss always takes place because
the prestress is transferred to the concrete immediately, compressing it
In post-tensioning, if all bars/tendons are tensioned simultaneously, the loss due to
elastic shortening is zero. Even if tensioned sequentially, the loss is much lower
Correct Explanation: Because elastic shortening is a major inherent loss that heavily
impacts pre-tensioned members but is highly minimized or avoided in post-tensioned
members, Reason (R) is the direct technical cause behind Assertion (A).
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