Column Beam Joint Shear Safety Problem

[Apokalips]

Good afternoon, I am having a Column Beam junction security problem in the attached project. I am making changes to the column aspects in terms of architecture. Can I get your suggestions and advice on this issue?

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[M. Berat Denli]

Hello, If you cannot increase the column size related to column beam shear safety, you can increase the bj distance. Check out the document I shared in the attached file.

 

[e.zrl]

Hello friends, in a project I'm working on, there is a shear safety problem in the ground and first floors of the column beam connection area in 1 column, I do not have any other columns. Is this a big static problem so what can be done to fix it? I would be glad if you help.

 

[NYILMAZ]

According to the regulations, you should fix this problem. Size the column by downloading and examining the pdf file given above.

 

[mustafayld]

Hello, I have read a lot of comments on the forum about this problem, I have made various changes taking into account the solution suggestions, but I still get the same error. Can you help me with this? I am a new graduate and I am trying to learn the IdeCAD program by myself. I am also having a deflection problem in my project, I would appreciate it if you could help with this. Even if I make the aforementioned columns S003 and S005 40/40, change their direction in the direction of the beams, or change the lengths of my beams, the result does not change. The reason I showed it this way was to minimize the visual disturbances in the architectural project.

 

[unver]

Hello

Hi, I have read a lot of comments about this problem in the forum, I have made various changes taking into account the solution suggestions, but I still get the same error. Can you help me with this issue? I am also having a deflection problem in my project, I would appreciate it if you could help me in this regard. Even if I make the aforementioned columns S003 and S005 in 40/40, change their direction in the direction of the beams, and change the dimensions of my beams, the result does not change. The reason why I show it this way is to minimize the visual disturbances in the architectural project.

The proposal project is attached. Ünver ÖZCAN