§11.2 Beam-to-Column Joints and Connections
The required shear strength of the connection (Vu) is provided for the load combination 1.2D + 0.5L + 0.2S + 2.0 x (1.1 Ry Fy Z) / L.
§11.5 Continuity Plates
The engineer should provide continuity plates in accordance with Section 11.5 of equal or greater dimension than the supported beam flanges. Refer to the code for detailing information regarding the strength of the welded joints.
