In the project I have loaded, what is the reason for the reinforcement density in the s13, s14, s15 columns on the ground floor?
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These columns are getting too much impact due to the superstructure-soil interaction. Your carrier system or column dimensions are insufficient."yeni":2bv1ynl0" said:isn't there anyone who has reviewed the project?
If you add a sample project on the subject, we can look at the situation."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