Governing case for verification of displacements

[Tuctas]

  In the srtucture that i modeled, when i run the designing module there is an error in the verification results.

  The values in the results are ok, but in the table of verification of displacements of columns the governing case for vy is not the real one (in the analystical results is ok.) but it follows the governing case of vx.

  Any explanation about it? (it is the 1st time that happens to me.. A notice: the load combinations are manually defined an inported from excel).

  Thank you

[Artur.Kosakowski]

I need the file to look at. My assumption is that the verification is for bar 36.