This plan detail shows a three-eighths-inch bent plate attached with a three-sixteenths-inch fillet weld on three sides to match the height of a shear tab at a structural steel column. The connection coordinates with typical framing members sized per plan spaced one foot six inches apart. A half-inch clearance is maintained at the beam web connection.
COLUMN PER PLAN 1/2" BEAM PER PLAN, TYP. CONN. PER , TYP. 29/S-503 BENT PL 3/8" TO MATCH HEIGHT OF SHEAR TAB 4" 3/16 (3) sides W.P. CL BEAM, TYP. SECTION PLAN 1'-6" 29 5803
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