I give -20 kN/m (point load) on my shallow foundation but when i calculate it. there is no any Fy apllied to my project ps. I activate oint load already Thank you

We assume a load to be distributed under a angle of 30 or 45 degrees in the soil. If we want to model the real distribution (in different layers etc) of a load in Plaxis 3D, which result suits the best for viewing? For instance mobilized shear stress…