Reinforcement density in columns

Re: reinforcement density Can you share the file on another site? It gets stuck in the anti-virus.
 
When I make a curtain between the s 14 and s 15 columns, normal reinforcement is thrown on these columns, when there are beams, it throws a lot. Can you see if there is any mistake in the data entry?
 
"yeni":2bv1ynl0" said:
isn't there anyone who has reviewed the project?
These columns are getting too much impact due to the superstructure-soil interaction. Your carrier system or column dimensions are insufficient.
 
Even though I convert the beam that connects to the s14 column between 6-7 axles to a curtain, the problem disappears, do we have an error in the data entry?
 
Column head area occurs in the basement rigid curtain. In our recent projects, I have not encountered such a situation before, but when I correct it manually from the menu, the problem disappears. Does anyone know what is the reason? It was sent from my SM-G925F device using Tapatalk.
 
"hewaye":1rlx59yx" said:
Column header area occurs in the basement rigid curtain wall in our recent projects ...I have not encountered such a situation before, but when I correct it manually from the menu, the problem disappears. Does anyone know what the reason is? It was sent from my SM-G925F using Tapatalk
If you add a sample project on the subject, we can look at the situation.
 
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