A hollow structural section column terminates with a steel cap plate sized at three-eighths of an inch for columns six by six or smaller, and one-half of an inch for columns seven by seven or larger. A single-plate shear tab is attached where required for framing conditions. The top of the column is set one-eighth of an inch below the reference elevation.
CAP PL 3/8" AT HSS6x6 OR SMALLER CAP PL 1/2" AT HSS7x7 OR LARGER UNLESS OTHERWISE NOTED SHEAR TAB WHERE OCCURS COLUMN tCOL HSS COLUMN -1/8"
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