Intgerated FEA results for Slabs

Hello all,
I am trying to simulate a timber CLT slab with some predefined panelisation as shown below. The panels are diamond shaped. I wanted to know if I can take integrated FEA results for that particular panel.

I have recently started with sofistik and would appreciate any help in this regard.
PS:CSI SAFE has a way of doing this which they call it design strips, which integrates all the forces over the strip width. Would like to know if a similar thing is possible in sofistik.

Look at the program SIR. It integrates the results to equivalent beam section forces.

Thank you this seems to be a good solution.