RAM Elements Retaining Wall

Is the Analytical Model View intended to show soil pressure distributions?

I.E. should the soil pressure reported in the design report for S1 of 1827.93 psf:

Match the load shown in the analytical model view shown for S1 here1.19 k/ft (1190 psf):

If these are not intended to be the same, is there a way to see the soil pressure distribution so I can asses the location of the resultant? The program is telling me the resultant is out of the middle third, but I don't understand where it is, or how this could be the case.

 

Thanks.