A structural steel beam frames into a column flange utilizing a welded moment connection at the top and bottom beam flanges alongside a double angle shear connection at the web. Complete joint penetration groove welds connect the top and bottom beam flanges and the stiffener plates to the column flange. Stiffener plates feature a yield strength of 50 KSI with thickness matching the maximum beam flange thickness. Fillet welds secure the stiffener plates to the column web with a five-sixteenth inch sizing. Double angle connections provide shear transfer, while an extended single plate connection configuration is referenced for alternate conditions.
DOUBLE ANGLE CONNECTION SEE STIF PL (Fy=50 KSI) ES (T&B) THICKNESS TO MATCH MAX BM FLG THICKNESS EXTENDED SINGLE PLATE CONNECTION SEE CJP T&B FLG TYP CJP, STIF PL TO COL FLG, TYP 5/16 STIF PL TO COL WEB, TYP TYPICAL / 2 S700 2 S700 / 13 S700 13 S700
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