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Recent content by Spudicon

  1. Spudicon

    Post-tension slab question

    Thanks for your help everyone.
  2. Spudicon

    Post-tension slab question

    Like I said, I am new to this. I have designed footings to handle the vertical loads but in a an area that uses post-tensioned slabs, traditional footings are not used, right? If that is the case, how do I model that load on the slab?
  3. Spudicon

    Post-tension slab question

    I am new to post-tension slabs. How are column loads handled when using a 7" post-tension slab? Thanks
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