Column Beam Joint Shear Safety

mustafayld

New Member
Hello, I am getting this problem in 3 beams in my attached work, I am constantly looking for the solution of other problems under the same title, I apply it to my own work, but in vain, I cannot solve the problem, how can I solve it? can you help me?
 
In the project, your ground class is zd, but if you assign the values given by the program to 2500 in the bearing coefficient of 42, I will try to help you.
 
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