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Pre-tensioned concrete elements
It is the act of transferring the stress in prestressing tendons to the concrete member. In the case of pre-tensioned concrete elements, this stage comes when jacks (which stretch tendons till concrete gains sufficient strength) are released. In the case of post-tensioned concrete members, this stage comes when stretched tendons are anchored at the ends of the concrete member.
The continuous one-way slab shown below is loaded with a uniform service live load of 80 psf, and a superimposed dead load of 40 psf. Assume the beam width is 16" and use f'c = 5 k
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