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Found 2 results

  1. Dear friends, I have building G+2P+7 floors, it's almost symmetric but the second mode is always torsion, I tried many sh. walls configurations but have the same result any tips Thanks I attached the model e2k, G+2p+7.e2k
  2. The post contains an attachment containing the seismic analysis of the over head water tank, performed by using guidelines of ACI 350.3-06. The report doesn't address every structural component, but can serve as reference for anyone who wants to check the frame-supported overhead water tank for seismic forces. Water tank Seismic FORCES - SEFP.pdf
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