I am designing a horizontal column-beam-brace connection where one beam is a W12 section and the other is a W8 section. Due to field conditions, I cannot adjust the beam elevations to align at the column. Given this, we should be able to modify the beam elevations at the column within RAM Connections to accurately reflect the as-built condition.

Please let me know if this adjustment is feasible within the software or if there are any workarounds available.