Steel beams frame into a central column web using a shear tab welded along three sides with welds sized per schedule. The connection is secured with bolts through the shear tab and beam web along the centerline of the beam and column. Typical weld sizes and weld symbols are designated per schedule notes.
CL COL. CL BEAM & COL. 'w' 'w' 3 SIDES OF SHEAR TAB SEE SCHED., TYP. w w 3 SIDES SEE SCHED., TYP.
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