STAAD Foundation Uplift Pressure

Hi,

In my SFA, please refer to "Preliminary Design - Isolated" job. I have set that the minimum contact area for both service and ultimate load cases should be 100%. However, for Isolated Footing 1, I noticed that there is still negative pressures underneath the footing (see photo). Why is it that there are negative pressures but the table (see photo) shows that there is no loss of contact?

1641.[CE 196] - Isolated.sfa