Hi,
I'm having some problems appliyng loads with claddings.
Applied loads:
Generated Forces:
How can this be possible??
Thanks in advance!
FR
Off topic remark - keep in mind that all your results are wring because of instabilities type 2 in model.
You are right, i have to make some bar releases manipulation. And what about the main problem? Some ideas why it's happening?
Thanks for the help.
Create smaller claddings corresponding to loads areas
or
generate at least 10 nodes on these bars:
Thanks Rafal. I think the problem is solved adding the nodes.
Just a little note: Between node 44 and 45 the modelo generate 2 loads, can you explain that?
Thanks again Rafal.
Just a little note: Between node 44 and 45 the modelo generate 2 loads, can you explain that?
No , but the "sum" of them sems to be OK.