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  • Users: jpcp
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  1. jpcp

    Statics Brainfart

    I'm sorry to post this here but I seem to be having a brainfart. I've been looking at this problem for too long and I need imput from others. I'm working on a simple problem: I'm analyzing a shelf angle, 4"x8" - 8" portion abuts wall, supporting a beam. I'm trying to use two...
  2. jpcp

    Shelf Angle Eccentricity

    1) When suuporting a beam on a shelf angle (seated connection) how do you guys figure the eccentricity of the load on the shelf angle? 2) When the loading capacity of the anchors won't allow a seated connection ONLY, what are some common ways to increase the capacity?? How much load goes to...

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