You are right, I solved my problem.
I had this doubt while importing loads from mechanism, when you have to associate forces and moments to a surface or an edge. In this case I considered the moment as a total load, and it's not possible because of the necessity of the point of application.
In...
Hi to all,
When I import loads from Mechanism, the software considers all loads as TLAP (total load at point). Have I only to choose surfaces associated with loads? If I change TLAP into TL can i make a mistake?
Thank you.
Hi,
I have read 2 threads about applying moment loads (thread828-145121; thread828-187577), they were very helpful and I understood I have to use the command "total load at point".
But how to choose this point? Are there some rules?
For example, I have the internal lateral surface of a hole...
