A structural steel beam connects to a frame column utilizing a shear tab sized per plan, with specific reference made to the structural schedule indicating no slotted holes. Horizontal continuity plates are welded inside the column web corresponding to the beam flange elevations, detailed per typical drawings. The beam web bolts directly to the single plate connection welded to the column face.
FRAME COLUMN BEAM (SEE PLAN) CONTINUITY PLATES SEE TYPICAL DETAIL FOR SHEAR TAB CONN SEE SCHED (NO SLOTTED HOLES)
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