Structural beam-to-column connections frame into a wide-flange column web, including plan sections and elevation views designated as Section A-A and Section B-B. The connection utilizes cap plates and stiffener plates matching the thickness of the welded beam flange, with web stiffeners required on both sides of the column web. Optional half-inch stiffener plates connect with complete joint penetration welds, alongside bolted web plate connections. Continuous plates are specified from the strong axis where applicable, complete with notched shear plates and rounded cut ends. Additional notes detail requirements for differing beam depths with moment connections and reference connection schedules for specific bolt and plate sizing.
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