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Recent content by NoviceConnMan

  1. NoviceConnMan

    Coped Beam Section - Doubler Plate Design

    Dear All: First of all my apologies as I happen to first post this question on an other forum and on second thoughts thought this might be the correct one to post in.I apologize if I have made some of you mad as I have posted the same question twice. Part of the reason is I am kinda desperate...
  2. NoviceConnMan

    Coped Beam Section - Doubler Plate Design

    Dear All: Got a question regarding doubler plate design at a coped beam section subjected to shear loads. I have two questions: 1) How does one take into account that the doubler plate is a 36 ksi steel vs the 50 ksi steel beam? I would think that this would be a straight forward equation...
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