The design procedure in Section 6.7 contains provisions specific to extended end-plate moment connections, and the procedure is discussed generally in AISC Design Guide 13, Wide-Flange Column Stiffening at Moment Connections (Carter, 1999).
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AISC 358-22, Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications
Last Updated 29 Oct 2026
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The design procedure in Section 6.7 contains provisions specific to extended end-plate moment connections, and the procedure is discussed generally in AISC Design Guide 13, Wide-Flange Column Stiffening at Moment Connections (Carter, 1999).