Is there a way to confirm the loads that are imparted from a stub cantilever gravity beam into its supporting column, and can we confirm that this is what RAM does in the steel column design module? My office was reviewing a couple of cantilevers off of columns in a composite deck system and couldn't verify that the moments from the cantilever were making their way to the column. A suggestion for an update to the program would be to provide in the steel column design module a load layout similar to what is shown in the steel beam design module VU tab. A simple check to make sure that the system is accounting for the loads into the column.