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  1. NaderLabib

    Rebar Dowel for SLab-on-Grade

    What are good resources for specifying dowel rebars in slab-on-grade existing joints?
  2. NaderLabib

    when is it acceptable to disregard the omega factor in the steel manual

    I am sorry for not explaining the question well. Thank you for your answers. They were helpful!
  3. NaderLabib

    when is it acceptable to disregard the omega factor in the steel manual

    the structural behavior of a ladder-like element and is it subject to continuous lateral torsional?
  4. NaderLabib

    when is it acceptable to disregard the omega factor in the steel manual

    I am working on checking single angles per the steel manual chapter 16 section F10.2. it states that it is for a single angle without continuous lateral-torsional restraint along the length. So would a ladder be equal to a continuous lateral-torsional? and can I neglect the use of omega at all?

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