Thanks for the suggestion.
For modal analysis its worked.
But for static structural part there is no changes in deformation even i run the model keeping the large deflection on.
Raft is placed at 3m depth and it's size is 12m*12m. Soil box size is 40m.
Should i need to increase the box size of modelled soil?
If there is any other suggestions please suggest.
Thank you
For modal analysis its worked.
But for static structural part there is no changes in deformation even i run the model keeping the large deflection on.
Raft is placed at 3m depth and it's size is 12m*12m. Soil box size is 40m.
Should i need to increase the box size of modelled soil?
If there is any other suggestions please suggest.
Thank you
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