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  1. jahoel1400

    Differentiating gravity walls from shear walls in ETABS

    Hello all, I am working on a two-story concrete structure with my firm for the first time. I have modeled all structural elements and applied auto quake loads. Note: the senior designer has hand calculated the entire structure, and I am verifying etabs results as we hope to switch to using...
  2. jahoel1400

    Modelling/Design of Tilt-Up Shearwalls to Canadian Standards

    Hello all, long time lurker here. I work in Western Canada and have need to design roughly 50 unique tilt-up wall panels for gravity and seismic shears. Softwares that do this (Tekla, for example) don't seem to offer Canadian codes. My firm is thinking of using ETABS for this, with the proper...

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