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  1. bayhee

    Post Tensioned Tennis Court Cracking

    There is no reinforcing steel in the slab other than at anchorages. Tendons are straight and in center of slab. No additional crack control.
  2. bayhee

    Post Tensioned Tennis Court Cracking

    I have been retained as a third party to evaluate a post tensioned tennis court. The slab is five inches thick with tendons spaced at 30 iches o.c.. The concrete is in excess of 5000 psi after testing. Apparently, the slab was poured in September. A 24 hour initial stress was performed and a...

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