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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.
What is the safe bearing capacity of a rectangular footing, 1 m × 2 m, placed at a depth of 2 m in an saturated clay having unit weight of 20 kN/m 3 and unconfined compression str
Loss of Prestress due to Elastic Shortening of Concrete Due to elastic shortening of concrete, tendons are able to reduce their stretched length to the same extent upto which
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subdivisions of ecology
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