Attached is a STAAD.pro set of files from v20.07.10.66 with a pair of connections at the beam to column web joint; one for moment, one for shear. The only combined shear and moment connections in Ram Connection are moment end plates (MEP) which are not logical for a beam to column web condition.
Ram Connection supports traditional beam - column - brace gusset connections, but not truss connections.
For more on the capabilities of Ram Connection, please check this post: https://communities.bentley.com/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/ram-connection-capabilities-and-modeling-faq (Please visit the site to view this file)