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  1. Overseas_Engineer

    Non-Seismic Column Ties: 135 vs 90 Hooks

    Once we have 135 on both ends, it may be difficult to actually get the cross-tie around rebars on both ends. Just visualizing the process in my head, a 90 bend on one end will make the process much easier
  2. Overseas_Engineer

    retaining wall design question

    Lateral earth pressure should be (Ka.γ.h) The Ka factor seems to be missing in the calculation here. I'm still new to engineering though so it will be nice if someone can back this up

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