Hello. A workplace with 2 basements, a ground floor and a mezzanine will be built. The reinforcement of the columns on the mezzanine floor, which is the last floor in my project, is 2 times more compared to the other floors. Normally, in such cases, I would take the columns with more reinforcement as a basis and arrange the column reinforcements on the other lower floor accordingly. but this method will not be very economical because the difference is too much. Is it something that I have neglected? I would be glad if you help.
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