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Concept of load balancing
In above cases of concentric and eccentric pre-stressing, straight tendon profiles (or tendon shapes) along the beam span have been considered. If a tendon is provided a curved profile along the span, transverse component of pre-stressing force resists the external loads depending on the tendon force and inclination of tendon. It is possible to select an appropriate value of prestressing force and provide a suitable cable profile in a pre-stressed concrete member so as to result in the most desirable system of forces in concrete.
For fixed beam(say for example fixed with a point load at midspan) how did we end up getting P*L/8...??
purpose
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