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Showing content with the highest reputation on 10/04/18 in all areas

  1. I also did not face this issue. While defining the load case, do you have the option of choosing the initial conditions of the load case for your version of ETABS? If yes, try playing with it to see if results change.
    1 point
  2. Check the initial conditions your load case. There might be issue there
    1 point
  3. When defining load cases, you have the option to select the type of analysis such as linear, nonlinear, static, response spectrum, time history etc.. When defining load patterns, the software only asks if it deal, live, earthquake etc. Use the option of Load combinations to superimpose effect of different types of load on your structural member.
    1 point
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