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Showing content with the highest reputation on 02/01/21 in all areas

  1. We cannot design masonry in ETABs because the software does not have Masonry design code in its library. It will not perform calculations required for determining shear strength of the x-section modelled in ETABS, and it will not check if the compressive/tensile stresses are within limits. But, you can analyze it in the software. Get the forces, and perform the required checks manually.
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