I meant for connection detail with gusset plate bolted to double angle horizontal bracing and connected to beam web bolted or welded and with column only bolted since we always avoid field weld unless impossible otherwise.
I like to know which is the best way to connect horizontal diagonal bracing to beam and column. A beam is connected to column flange with clip angle on each side of beam welded and bolted to column flange. Beam W10x33 Column W14X90 Diagonal bracing double angle 4x4x.5