A steel beam frames into a column using a connection plate secured with a total of four connecting bolts. A three-eighths inch plate and a one-half inch cap plate are provided where indicated at the top of steel. A diagonal member connects via a gusset plate welded with a quarter-inch fillet weld.
3/8" PL 1/4 T.O. STEEL 1/2" CAP PL, WHERE OCCURS CONN. BOLT (TOTAL OF 4) 1" TYP 1 1/2" 3" 1 1/2" 4" WP
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