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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.
Determine the types of losses of prestress A loss of prestress will affect the stress distribution on a section of the member. It is therefore necessary to estimate the probabl
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