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Found 3 results

  1. Hallo engineers, I need your help. I have modelled a project in ETABS, applied loads on she'll floors(gravity loads),meshed and analysed and the shell results are behaving well. However,the floors don't seem to transfer loads to the beams and further to columns after concrete frame design and I don't know why.When you right click on the beams or columns after design and go to member design details,design loads and design moments still read zero yet the shell floors supported have loads. The frame support and joints are all fixed. I've attached the file ClubStrutDesignFILE 2.EDB
  2. Hi Everyone: My Etabs model of v 9.2 is showing this error (Warning: Check meshing, AtGROUND area F48 ( 99.95% Increment)) when i am checking model please anyone suggest solution.
  3. Salam everyone, i want to attach my etabs model to learn about the problems in it,i meshed the shell elements but when i run it there apears to be warning masseges about lost digits of accuracy. my etabs version is 9.7.4 thank you. model.rar
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