Thanks everyone for your input. Usually if the cantilever is short or the beam is a lot stiffer than the column. The moment distributed to the column is small, thus it's safe to ignore. However, in my case, I have a 10'-0" cantilever and the column is a W14x500. I have moment connection...
When you design a cantilever steel beam with moment connections at both sides of the column, do you assume part of the moment goes to the column (due to relative stiffness of the beam and the column) and design the column for that additional moment?? Please advise. For some reasons, we have...
