Hello, *When the number of Mods is increased from the building tree, for example, 36 or a higher value is sufficient. *Even under vertical loads only, the average stress value remains above the ground safety. Soil improvement can be done. Other findings and suggestions; *There is a piece of beam named K36 under the P88 panel. (It is given as a warning in the geometry control.) *Ductility level was selected as normal in the Analysis Settings, but the R coefficient was entered as 6. R=4 must be entered. * In the project, a separate foundation system was created under each dilatation. In this case, we recommend entering the dilations as separate projects. *If the ground group is C or D, it would be appropriate to make a superstructure interactive solution. Good work