Hollow structural section diagonal braces and a horizontal beam frame into an HSS column. The braces intersect at a gusset plate welded with quarter-inch fillet welds typically on three sides with a minimum length of five inches minus the angle thickness. The beam and braces utilize welded joints with specified quarter-inch fillet welds typical at the connections. General notes provide reference details for HSS beam-to-column and HSS beam-to-beam connections while defining the thickness parameter for angles.
1/4 1/4 TYP. (1/4) (1/4) TYP. 3 SIDES TYP. MIN. 5" (t-1/16) NOTES: 1. REF 14/S6.2 FOR HSS BEAM TO HSS COLUMN CONNECTIONS. 2. REF 15/S6.2 FOR HSS BEAM TO HSS BEAM CONNECTIONS. 3. t IS THE THICKNESS OF ANGLE.
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