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  1. DanGPC

    two way shear on elevated slab

    Here's the attachment...for some reason it didn't upload properly the first time.http://files.engineering.com/getfile.aspx?folder=cf90fdb5-ec36-4977-aec9-269b48714b58&file=REINFORCED_CONCRETE_FOOTINGS.pdf
  2. DanGPC

    two way shear on elevated slab

    I am trying to evaluate 2-way shear in a thin mildly reinforced elevated slab. The equations I have (see attachment) reference a soil pressure factor (R). I believe it would be correct to treat this equivalent to 0 in this case. The reference comes form Lindeburg's PE review book, as I cannot...

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