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Found 2 results

  1. Hi everyone I have a 3-level structure, it tells me that I have an error in the LOAD CASE with an earthquake in the X direction, but I defined it as an acceleration. What would be the error there? I hope someone can help me. Best regards
  2. Does anyone know that what the simple meaning of the following warning in ETABS is? “The maximum absolute changes in the EI and EA reduction factors is 0.2. For 102 members, the reduction factor decreased by more than the negative tolerance of 0.01. Do you want to reiterate analysis and design...
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