Seismic Loads on core walls/ Core walls diagrams

[Stilie87]

I am running seismic ananlysis on a 5 story structure where i am trying to retrieve the shear forces and moments etc.

Is there a way to get robot to show the maximum forces? as shown in the attachments it seems to me that robot does not retrive the maximum forces, but in stead shows a sample of shear forces?

The reduced results shows that the panel in story 5 should have a maximum force of 196,1 kN. ( The cuts in panels are in the middle of the panel for vertical and in the top for horizontal.

[Rafal.Gaweda]

Either I am wrong and you are comparing TRy with Fx (shear with axial) or you should send me the file.