Prestressed Beam Issues

I am having a problem with a 2 span continuous prestressed model.  The issue arises when I try to add strands to the prestressed beam and view the results. The auto design button fills the beam with strands and gives strange results for the prestressed beam. I have tried changing the number of strands and even changing the beam section to see what would happen, and it gives the same strange results. From the analysis tab, the values seem reasonable. However, the issue is with the beam design tab. I have a similar 3 span model and a simple span model that work just fine. I was wondering if anyone could be of any assistance.

Thank you.