A wide-flange beam frames into an HSS post using a one-half-inch thick shear tab welded to the support with five-sixteenths-inch fillet welds on both sides. The web of the beam connects to the shear tab using one-inch diameter ASTM F3125 Grade A325-X high-strength bolts, with quantities sized per plan. A three-quarter-inch thick cap plate matching the width of the column minus three-eighths of an inch on each side caps the HSS post, secured with continuous five-sixteenths-inch fillet welds. A continuous column occurs as indicated, maintaining specified clearances and edge distances.
T.O. STEEL - SEE PLAN WF BEAM - SEE PLAN 2" 2" 1" CLR. 1"Ø ASTM F3125 GR. A325-X BOLT, TYP. - SEE FOR QTY. 5/16 CAP PL 3/4" THICK x WIDTH OF COL. MINUS 3/8" EA. SIDE Kdet TYP. TYP. 2" MIN. 3" TYP. HSS POST - SEE PLAN PL1/2" SHEAR TAB 5/16 5/16 CONT. COL. - WHERE OCCURS 1 S-5031
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