Dear experienced fellows  After completing the model in Etabs, what's the next step for foundation design. What i have learnt is that: 1- Do we have to import the Edb file into SAFE? I didn't get this point of modelling foundation in Etabs coz i have learnt that foundation is modelled in SAFE only 2- we have to get the forces value i.e Factored axial loads and bi axial moments from reactions in ETABS and design foundation in SAFE accordingly? Thnx in anticipation