Shearwall Shell Element Restraints SAP 2000

[RareBugTX]

Can somebody shed me some light as to how to specify the restraints for a concrete shearwall in a SAP 2000 model? From what I see in my screen, I am given only two joints available at every corner of the shell element, which does not seem logical. Your input is appreciated.

Rarebug

 

[masomenos]

If you mesh the wall using Edit menu, mesh areas, you can have more joints where you can add restraints.