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07-31-2017
06:21 AM
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Hi Autodesk Support Team.
Could you let me know the different between planar spring support for plate and elastic foundation coefficient ? If I assign only foundation coefficient for slab, I can get soil pressure but when I active displacement too big as picture below :
Displacement-u,w in Detailed tabs:
So which one is correct ?? Do my analysis is correct when I have no support warning after run analysis.
@Anonymous Artur Kosakowski edited the topic from 'Soil Spring For Mat Foundation ? ' for better findability
Solved! Go to Solution.