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  1. Joseph Daou

    Etabs Load Case with Response Spectrum for a 0.25g ground acceleration

    Thanks for any reply :) i forgot that [censored]
  2. Joseph Daou

    Etabs Load Case with Response Spectrum for a 0.25g ground acceleration

    Hi, I have a project where i have ground acceleration of 0.25g and i have to make the model (a building of 36 story) my question is in the load case for the dynamic analysis (Response spectrum analysis) do i input a scale factor of 0.25g or should i just keep it g ? My main objective here is to...
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