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I used Etabs software to analyse a high-rise building. And
I want to use templated UBC-codes inside to calculate the
Seismic load. My question is: whether or not I have to
control the seismic load by base shear load which is manual
calculation? (just for more clarification: I can control
this by input the scale factor into Eartquake definition in
Etabs)
I would highly appreciate your answer.
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