column beam junction high ductility

[hakes]

In the average 5-floor housing project, huge column sizes come out just because there are elements that do not provide the shear safety of the connection area of the column beam error. Is it because it should be like this, or am I doing something wrong?

 

[HakanŞahin]

Hello, Check out the answer to question 9 in frequently asked questions.

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You will get a more accurate response if you add the project. Good work