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Found 2 results

  1. One of seniors told me this. Is this true and can someone provide me with some reference ?
  2. Good evening, 1 have a building with all column 2.5m long and 0.5m width, its better to take it as a Shear wall or as a column? and what the technical reason? and whether it significant or not if the beam attach at the both end, what I mean is 1 in the top I at bottom (in plane), zig zag formation due to architectural design, its critical or just simply issue? will the column suffer a great twisting moment? Thanks
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