Girder Reinforcement Rebars in Leap Concrete

in Leap Concrete, I want to reinforce the void girder similar to the attached drawing, after I added the tendons and the reinforcement rebars  (manually) the provided ultimate moment did not differ when the tendons alone and after adding the  reinforcement rebars. Does the software consider the  reinforcement rebars (in the girders)  in ultimate moment calculations?

and I tried to design as CIP RC/ PT Girder but the circular shape is not there, so I have chose a prestressed box girder with circular void