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Recent content by thehoser

  1. thehoser

    Edge Loading of Concrete Wall

    Thanks Vincentpa, for the direction on that. It seems like the angle or plate with a welded bar developed into the wall is the best solution. Section 11.7.4 definitely helps.
  2. thehoser

    Edge Loading of Concrete Wall

    Hello, I have an 8" stem wall which is notched out at the top 2-1/2" for joist framing. The PROBLEM is that I have a steel beam that is sitting on that 2-1/2" edge and I am not sure how to calculate the capacity of that bearing connection before you have some kind of shear slip failure toward...
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