A structural steel framing connection featuring a full-height shear tab welded to a supporting frame beam web and bolted to the supported beam web. The shear tab thickness is sized per schedule matching the frame beam web thickness with a three-eighths inch minimum. Clearance requirements follow AISC manual distance K specifications.
FOR W16 AND DEEPER BEAMS FRAME BEAM, SEE PLAN FULL HT SHEAR TAB CONN, SEE SCHED (THICKNESS = FRAME BEAM TW, 3/8" MIN) BEAM, SEE PLAN "K" PER AISC MANUAL
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