Cold-formed Steel Portal Framing System

I am trying to calculate the delfection in the apex of a CFS Portal Framing System in ETABS:



But I am not sure how to represent this connections, joints or liks in ETABS:



Try to represent it like this in ETABS, but it didnt work:


What I am trying to do is representing the semi-rigd connection (eaves and apex).
Could someone help with this?
Link

Thanks
Tito M.