A structural steel framing assembly features a beam connecting to a support via a 3/8-inch clip shear plate with standard holes provided in both the beam and the plate. The connection maintains a typical 1/2-inch clearance and incorporates a cope with a mandatory 1/2-inch minimum radius at all reentrant corners. Five-sixteenth-inch fillet welds secure the shear plate to the supporting member. The detail specifies top of steel elevations and includes standard dimensional spacings for bolt layouts.
1/2" CLR TYP. 2" 2½" 2" 1½" 3" O.C. SPACING 5/16 5/16 K (1/4" MIN.) PROVIDE 1/2" MIN. RADIUS AT ALL COPE REENTRANT CORNERS 3/8" - PROVIDE STD HOLES IN BM & T.O.S. CLIP SHEAR AS REQ'D K FOR DETAILS & CALLOUTS IN COMMON SEE 1 S-501
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