Solved by Rafal.Gaweda. Go to Solution.
Solved by Rafal.Gaweda. Go to Solution.
if it does not help please send us model.
I do not see any problem with Newton Raphson algorithm.
calculation times:
all cases, Newton Raphson, Sparse Solver - 2227seconds
simple cases set as auxiliary, Newton Raphson, multithreaded solver - 1700seconds - such model here :
https://www.filemail.com/dl.aspx?id=JZOUWLOFNSEKABA
thank you very much.
You let me ask one question.
By my modol, then I should choose it is U + or U-?????
To get the correct results.
Hi.
I is prolem again, when change foundation raft to foundation footing???????
File modol foundation Footing. Please help.
No support s in UX UY directions.
I suggest you to use Automatic solver - it will report instabilities in model.
Thank you reply.
I selection Automatic solver. File modol run normal.
I show deformation combo1 normal, So why Combo2,3,4,5,6,7 deformation verry max????????/. Please see picture.
RG_Adsk wrote:
"No support s in UX UY directions."
It means ADD such supports.
Example below
Thank you verry much.
I do not know to add ux, Uy.
Add it using the tool???
Please guide me App support in UX UY directions same picture RG_Adsk ???.
I desperately needed for my work.
Thanks.
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