I want to consider the soil-structure interaction using one of the nonlinear soil material models. Why is it not reasonable to calculate the individual load cases with this model?
I have to perform a recalculation of foundation in the existing structure and search for a design according to DIN 1045 or DIN 1054. In RF‑/FOUNDATION Pro, only the Eurocode is available. Do you have any other module for the foundation design?
Why is it possible to switch off the individual design checks in RF‑/FOUNDATION Pro? After all, this poses a risk for the user to "accidentally" disable certain design checks and possibly design a foundation that is undersized?