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According to my understanding Risa foundation can only model the geo-technical aspect of the foundation (bearing capacity failure, settlement, overturning) using base area and loading of this footing irrespective of the shape above it. To do the structural analysis of the footing we need to...

Apology for wrong attachment. Link to the picture is as follows: https://docs.google.com/document/d/1PRt7P1WdvPdmtrR3L-4IItBmh_boCdxlja9Joiuu7ps/edit

I am trying to simulate wind turbine foundation which is frustum type in shape. I am attaching the top view and side view of the foundation. Following is what I am aiming to get as results 1) Overturning check 2) Horizontal sliding check 3) Bearing capacity failure check 4) Settlement 5)...