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Non-distortional Prestressing
Concrete members deflect due to their own self weight. If prestressing force is applied in such a way that these deflections are eliminated due to the action of the prestressing force, it is called as non-distortional prestressing. In such a case, prestressing moments and self-weight moments balance each other and the concrete member is subjected to an axial force and bending moments due to externally applied loads only.
Permissible Stresses in Steel As per the Indian code, the permissible stresses in the tendons at the time of initial prestressing should not exceed 80% of the characteristic t
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