Column Beam Joint Shear Safety

A

Apokalips

New Member
Good day, I am getting the warning 'there are elements in the joint area where shear safety is not provided' in the structure summary information report in the project I have mentioned in the appendix. the project is attached.
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Friends, is there a mistake in the program or am I doing something wrong, he says, same column, same beam, same floor, there is no problem in the lower floor, the security of the junction area on the upper floor could not be provided. Have you faced the same situation, what are your suggestions for solutions?
 
"erkansucin":1kg7b0o6" said:
Hi, there are parts that I can't get over the junction zone error. Good work
Click to expand...
When the analysis is made with semi-rigid diaphragm, high ductility level, x-direction frame and y-direction frame+screen, there is no error.
 
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