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  1. zlr219

    Stffened slabs adequate for uplift?

    We are considering using a ribbed mat slab for a Pre-engineered metal building. I don't have the loads, but would expect about 10 kips net uplift at approximately 25 foot bay spacing. Does the PTI/WRI methods account for this type of loading? I feel that piers are in order, but the...
  2. zlr219

    Online Continuing Education for Structural Engineers

    Try http://www.ronblank.com Excellent and Free. It's for architects, but may courses give Engineering credits

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