Hello Seth,
I followed Your instructions about modeling design strips for PT beams, but in some cases there is an excessive Bottom mild steel bars in the middle strip. what is the reason for this reinforcement?. The middle strip design system was taken as Two-way slab. When choosing middle strip design system as one way slab, or clicking the option of using the same properties of the column strip, these concentrated bars disappeared.
Thank You for Your time and Your help.
Nasr