Hi
I've modeled a multiple foundation in StaaPro by Plate Mat Foundation Supports in order to check max base pressure is minor than bearing capacity of the soil.
I'm wondering about if I could also perform an overturning check:
If I create the correct loads cases (correspondingly factored) to perform overturning check, can I ensure that this check is correct if i don't have huge displacements in the model?
I've tried to verify it with a simple model, and it seems that works.
Another question related to last, are there any command to no converge a solution if i have great displacements?
Thanks!