Floor drift and column beam connection error

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mehmet2015

New Member
I would be very happy if you could help me about the floor drift problem and column beam connection shear safety problems that I could not solve. I am uploading two files, both beams and columns with and without section increase, I could not solve the problem. I would really appreciate if you could help. good work everyone.
 
Hello, The fact that the soil class is ZD and the spectrum is also large causes an increase in the internal forces and the possibility of experiencing the relative floor drift problem. You did not use curtains in the building, I recommend adding curtains in both directions to make the structure more rigid. You have a relative floor drift problem in the X direction. By examining the reports, you can see that the relative floor drift values have not changed much as a result of the cut-off operations you have made. The information on the floor of the problem and the element that makes the greatest translation on the relevant floor is printed in the reports. It would be appropriate for you to identify these elements and try to develop solutions for them. You can check the links below about the relative offset problem and possible solutions.
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Some notes about the project: -'sections enlarged.cde There is a vertical continuity problem in column S06 in the project named '. You can see it in the geometry control. -I recommend avoiding stubs in permanent foundations. - Model the beams TK07 and TK08 on the E axis as one piece. You can use the merge command for this. - In the final analysis, we recommend that the finite element widths of the slab, curtain and raft be reduced and analyzed. Good work.
 
Hello In addition; --It would be better if you don't make a cantilever from a beam, --If you say you will, don't make a 25/50 cantilever from 40/36 beams modeled from column to column, whether their height is the same or beam height modeled from column to column is higher, i]Remove the "fitness torsion check" [/i]. Unver ÖZCAN
 
I am getting floor offset and shear safety errors in my project, and I think there is too much reinforcement. Thanks in advance to those who are interested. https://we.tl/t-sae6J6j7Zn
 
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