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  • Users: Enger2022
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  1. Enger2022

    One big footing for shear walls and columns

    Hi engineers, For shear walls and columns as per the sketch below. I plan to make a big footing for them. Could you please share some thoughts on how to design it? Thank you!
  2. Enger2022

    HSS column under 1500kN Uplift Base Connection Design

    Hi there, I have an HSS 178X178 column (supported on the concrete column below) under an uplift of 1500 kN. Since this load is huge, I can't find any anchors that work. I am thinking to embed the baseplate in the concrete with fillet welded reinforcing bars that are spliced with the column...

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