Shear safety page of column beam regions is blank

[gktglksz]

Hello, in the report I received as a result of the analysis, the shear safety page of the column-beam junction areas is blank as in the photo. It does not give information. What could be the reason for this?

You do not have permission to view link Log in or register now.

You do not have permission to view link Log in or register now.

 

[inş.müh]

Re: Shear safety page of column beam regions is blank hello, you have solved your project as a mixed system of ductility level, so column beam shear safety verification is not done. Take it easy...