Just to confirm, the Concrete Column design module uses the loads obtained from the Frame module with input from the gravity members (i.e. eccentric gravity loads at points around the face of the column) to design the concrete columns for the incidental gravity moments felt by edge concrete columns supporting interior steel gravity beams.
When designing a lateral concrete column the user can choose to use the gravity load case analysis results from Ram Frame, or those from Ram Concrete. In the Ram Frame analysis a gravity beam is not part of the model. The reaction of said gravity beam is a point load acting concentrically on the lateral column node. In the Ram Concrete analysis, the gravity beam is part of the analysis model and by default we position the beam hinge at the face of the support, leading to some eccentric moments, though this can be affected by the analysis criteria for rigid end zones. See also: https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/25803/concrete-column-minimum-eccentric-moment
Answer Verified By: Eric Feuge