A wide-flange beam or channel frames into a hollow structural section column via a welded shear tab connection. The connection utilizes bolts sized and spaced per plan through the shear tab web, with a one-quarter inch fillet weld securing the tab to the column face. A cap plate is welded at the top of the hollow structural section column with a one-half inch dimension, and additional top and bottom welds are indicated with field weld symbols.
WF BEAM OR CHANNEL TO J HSS COLUMN CONNECTION NO & SIZE OF BOLTS (SEE NOTE 3) HSS COLUMN WF BEAM OR CHANNEL (SEE PLAN) CAP PLATE AT TOP OF HSS COLUMN T&B 1/2" 1/4 M SHOWN ON PLAN THUS:
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