This connection utilizes a one-inch thick A572 Grade 50 steel plate welded to a wide flange column as specified per plan. The beam is connected to the shear tab using a maximum of three 3/4-inch diameter A325 bolts with a minimum 8-inch spacing. The shear tab is welded to the column web with a 3/8-inch fillet weld applied typically, and a 5/16-inch fillet weld applied to three sides of the plate. The shear tab has a minimum length of 1 foot 8 inches, with a maximum edge distance of 2 1/2 inches for the bolt group.
BEAM PER PLAN 1/2" 3/8 TYP. ERECTOR OPTION TO PROVIDE MAX (3) 3/4"Ø A325 W/ MIN. 8" SPA. MAX 2 1/2" 5/16 3-SIDES MIN. 1'-8"
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