Facade surfaces for the transmission of wind loads to the main structure.

[diogortrick]

Hi. I'm testing the option presented in FAQ 004314, but both in my model and the one provided in the example, the rotation and displacement of points of some points of the mesh exceed the limit.
Have any of you tested this method on your models?

[Frank Faulstich]

Hello diogortrick, this is only a warning. The message about the large rotations is OK in this case. The help surface has only a small stiffness to not influence the real model.

We are working on a better method for load distribution that will make such solutions unnecessary in the future.

Frank Faulstich