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  1. youpi

    Is 70mm node displacement too much?

    I got this 8.5x8.5m 4 storey frame with roof deck with which beam and column sections are applied with cross sectional inertia reduction of 0.35 and 0.7 respectively. Staad node displacement summary shows 70mm displacement on the uppermost node for the roof beams at critical load combination for...
  2. youpi

    SMF - 1.5m Cantilever beam to carry 150mm CMU wall, your thoughts?

    Is it uncommon to use cantilever on such setup instead of placing columns at the end? How will the CMU walls (non bearing) fare on seismic forces in actual scenario? https://files.engineering.com/getfile.aspx?folder=ae1e96ae-9642-4816-b1d5-13f6708c9acd&file=IMG_20221109_225122.jpg

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