hi everyone
Q1) why etabs dont consider the change in accidental eccentricity so all base shear results are the same whatever the value of accidental eccentricity ?
Q2) i have rectangular building (40x20)m, why the natural frequency in the orthogonal directions dont have a big different ?
Thank you
Q1) why etabs dont consider the change in accidental eccentricity so all base shear results are the same whatever the value of accidental eccentricity ?
Q2) i have rectangular building (40x20)m, why the natural frequency in the orthogonal directions dont have a big different ?
Thank you