Steel floor beams connect to the column flange using a welded single-plate shear tab. The shear tab is welded to the column flange with a scheduled weld plus one-sixteenth inch. Bolts secure the beam web to the shear tab with specific row configurations sized per plan and schedule notes.
SHOWN ON PLAN THUS: SHEAR TAB SEE NOTE 2 TOP OF STEEL SCHED WELD + 1/16 NUMBER AND SIZE OF BOLTS IN 1ST ROW SEE NOTE 2 NUMBER OF ADDITIONAL BOLTS IN 2ND ROW SEE PLAN
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