LEAPBridgeSteel Version 20.00.00.24 would not consider haunch in section properties even if the consider haunch box is checked

Hi,

I am working on a single span bridge model in LEAP Bridge Steel. I am noticing that checking the "consider haunch in section property calculation" box in the analysis window does not have in impact on the composite moment of inertia for beam 7. Screenshot is attached for the moment of inertia (circled in black). The model is attached. Can someone take a look at the model and let me know if there is a way to get around it to make the program consider haunch in the section properties? Thanks in advance! 

 Bridge 384_Griswold Street_Proposed Rehabilitation.lbsx.gz