An existing steel beam connects to a steel column flange through a shear tab with a varying bolt quantity. A five-sixteenth-inch fillet weld ties the connection together on three sides typically. The detail occurs at both sides of the column per the framing plan with column orientation varying. Additional framing beams are omitted for clarity.
(E) SHEAR TAB BOLT QUANTITY VARIES 5/16 (3) SIDES TYP. (E) BEAM (E) COLUMN ORIENTATION VARIES DETAIL OCCURS AT BOTH SIDES REF. PLAN NOTE: ADDITIONAL BEAMS FRAMING INTO COL. NOT SHOWN FOR CLARITY.
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