A steel girder bears onto a steel column with a connection detailed per plan and reference callout 9/S5.3 at the bottom flange. A one-half-inch shear tab connection per detail 6/S5.1 ties the web with four bolts and a quarter-inch fillet weld on three sides. A three-inch minimum clearance is maintained from the column centerline or face as indicated.
3" MIN 1/2" SHEAR TAB CONN PER BEAM PER PLAN CONN PER COL PER PLAN 9/S5.3 6/S5.1 1/4 (3) SIDES
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