mir
Guest
Hello.
problem:
I insert a very long beam, with an appropriate rigid bond at one end, and without load I start linear analysis.
Now I'd expect you to break the beam but instead nothing... do I have to do something to set your own weight?
Thank you.
♪
problem:
I insert a very long beam, with an appropriate rigid bond at one end, and without load I start linear analysis.
Now I'd expect you to break the beam but instead nothing... do I have to do something to set your own weight?
Thank you.
♪