Hi,
I have the following questions on Staad Advanced Foundation:
1.For bearing capacity checks does the software use the Linear Soil pressure method or the Reduced Effective Area method.
2.Is there an option to select granular or cohesive soil as the checks differs.
3.Does the software allow to set the percentage of base compression.
4.Is there allowable bearing capacity input for multiple load cases i.e. operating combinations, seismic combinations...
Thank you