A hollow structural section column bears on an embedded steel plate measuring five-eighths by fourteen inches by one foot two inches, anchored with four half-inch diameter by six-inch welded headed studs. The plate welds to the column base along three sides with a one-quarter-inch fillet weld. The concrete slab edge features two additional number four by forty-eight-inch hairpins at the corner, alongside number four hairpins spaced at twenty-four inches with four-inch legs. A two-inch clearance is maintained, with reinforcing steel configured per plan.
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