Two structural steel beams frame into a central column using typical bolted splices with end plates on top and bottom flanges. Stiffener plates are aligned with the flange plates, featuring widths, thicknesses, and grades matching the flange plates. Five-sixteenths inch fillet welds attach the stiffener elements, while complete joint penetration welds occur at the flange plates on top and bottom. Multi-row bolted web connections tie the beam webs to the column assembly.
4 TYP BOLTED SPLICE ES TYP 5/16 5/16 STIFF PL, WIDTH, THK, AND GR TO MATCH FLG PLS CJP CJP, TYP AT FLG PL CJP ES T&B
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