load of a surface taped to a frame

[flyforever85]

I have a squared frame and ontop of it, there is a taped panel ontop of it. At the center of the panel there is a concentrated load. What is the best way to model this configuration?
My idea was to create several RBE (both 2 and 3) that go from the frame to its center and apply the load there. Please see picture. Any other idea would be great, thanks!

https://files.engineering.com/getfi...4-9cd6-44f6-a230-f6f9f60ddceb&file=load_1.jpg

 

[nekcorp]

Why would like to use RBE2 and RBE3 ? Just RBE3 it is sufficient.

RBE2 is a rigid element and you can have more stress on your frame elements.

 

[flyforever85]

I meant I wanted to use either of them. I was able to use RBE3