Moment capacity of composite section in RAM Steel Beam

Hi,

    The Design Summary report in RAM Steel Beam shows the moment capacity  Mn of steel only even if the beam is designed as a composite section. Why is that? Ideally, phi*Mn of the composite section should be shown for a composite beam and phi*Mn of steel only for a non-composite section. I hope Bentley will incorporate this in the future versions of the software.

 

Regards,

PS