This is a Wide flange beam to column connection. The beam is connected to the column web by an extended shear plate. The extended shear plate is welded to stiffeners in the column. The shear force position is located at the bolts position.
This is a Wide flange beam to column connection. The beam is connected to the column web by an extended shear plate. The extended shear plate is welded to stiffeners in the column. The shear force position is located at the bolts position.