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Dear demetris.a.d. how did you manage to get spread footings for each steel column? Can you please tell us the procedure?
Typically, just under the steel column there is a concrete column with small height e.g. 1m and then underneath it there is the foundation. (Cone foundation, not flat slab)
In that case the connection of the steel column has to be done with the concrete column.
Is this possible is ARSAP? Can it be modelled as stated by demetris.a.d. with footing having a "column neck"?