Dear all,
In order to evaluate the deflection verification there are two methods (elastic and non linear):
I have a simple slab composed by a single panel where there a void near to the edge.
When I do the deflection verification, the two methods give very different solutions! (elastic Max deflection 20 mm, non linear Max deflection 9 mm).
I'll take the worst solution and modify the structure, but:
I would know if someone can explain me this difference;
if somene is confident with this verification
if someone has real experience on the behavior of this verification.
Solved! Go to Solution.
Solved by Artur.Kosakowski. Go to Solution.
Please check http://forums.autodesk.com/t5/Autodesk-Robot-Structural/elastic-and-nonelastic-slab-deflection-verif...
If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.
Thanks a lot Arthur,
but, can you explain me where can we found these document that you attached on your answer? It does not look like the robot guide