I can't get over the B2 irregularity issue

E

erdigoksu

New Member
In the attached project, I cannot overcome the problem of b2 irregularity and column connection security on the ground floor. I am waiting for your help.
 
Hi My Suggestions --Make the concrete value C30, --Make the beam width of the ground floor K27-K28 30 cm, it does not give an error. Take it easy Unver ÖZCAN
 
Hello, You can increase the beam width or the size of the column in the relevant direction to solve the column-beam joint shear safety problem. Since the calculations are made using the dynamic method, the irregularity of A1 and B2 is not important.(DY2007 2.3.2.1)
 
I skimmed through the project but didn't write an answer. Now I want to write something. In order to overcome the column beam shear safety problem, first of all, it is necessary to look at which beams they originate from. In such a case, it may be sufficient to reverse the column dimensions. I think the column sizes are too big in your project. maybe just converting the column sizes will help you solve a lot of problems. There is one thing I always say: static design, static design.... If you arrange the columns by staggering their dimensions while placing them, you will have solved a large part of the column-beam connection problem from the beginning. The dimensions are also not too inflated. What I wrote is not specific to your project. I say general things so that they can read this part of the forum and find a solution easily without encountering similar problems. Otherwise, you will find a solution in this project, and you will continue to suffer similar problems in the next projects. Regards.. good work. N. YILMAZ
 
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