How to construct a water sump in a rocky soil?
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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.
What is the usage of zoom command?
Which concrete grade and cement/water ratio is the best?
1 Answers College School Exams Tests,
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