I am currently designing a horizontal column-beam-brace connection where one beam is a W12 section and the other is a W8 section. I would like to design the gusset plate using a bolted flange connection. However, I have noticed that the software currently only allows for a web connection.

Would it be possible to update RAM Connections to support bolted flange connections for this configuration? This feature would provide greater flexibility in design and improve constructability in certain scenarios.

Please let me know if this enhancement is feasible or if there are any workarounds available. I appreciate your time and assistance.