I couldn't fix the weak floor problem

Re: weak fold First of all, I recommend you to fix the errors in the geometry control. Then I state that the 1st basement should not be considered rigid. Afterwards, it is seen that there is a problem of connecting the beams to the column on the ground floor. Apart from these, we see that a U-shaped structure with an open mouth was designed. One of these U-arms has become rigid with both the elevator curtains and the other curtains. I wish you could reinforce the other column head parts with curtains. And if you could balance the curtains in the building. There are very few floors on your ground floor, and I think the beam heights are not sufficient on this floor where earthquake loads are most intense. If you look at the ground floor beams, you can see how hard it is even from the reinforcements. I can briefly state them without detailed examination.
 
"yunussacikk":3sv0sosi" said:
hi I couldn't fix the weak floor problem, can you please check it out
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Hello, in Project There is more than one rigid diaphragm formation on the ground floor and the column not connected to the rigid diaphragm. A single rigid diaphragm formation on the mezzanine floor. Therefore, the effective shear areas in each rigid diaphragm on the ground floor are separately compared with the effective shear areas on the mezzanine. and Design/Floor Parameters/Irregularities[/b] tab, +Awx,+AWy,+Agx,+Agy, Akx and Aky columns can be manually intervened.Weak Floor issue and some other links in the forum
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Good work
 
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