A top braced frame connection at a wide-flange column. A beam sized per plan intersects the column with a one-quarter-inch slope and connects using standard holes per sheet S501. A diagonal brace aligns with a work point intersection at the column centerlines and connects via a gusset plate welded with one-quarter-inch fillet welds to a continuous plate. A perpendicular connection per detail 4 on sheet S502 ties the assembly to the wide-flange column.
BEAM PER PLAN (1/4" SLOPE) COLUMN PER ELEVATION CL BRACE BRACE PER ELEVATION WP CL BEAM CL COLUMN CONN PER S501 W/ STD HOLES 1/4 1/4 GUSSET TO CONT PL PERP CONN PER 4/S502 EQ EQ W COL 7" @ NOTE: FOR ADDITIONAL INFORMATION, SEE . / 4 S331 1/4 NTS 6 TOP BRACED FRAME CONNECTION (W COLUMN) BEAM PER PLAN (1/4" SLOPE) COLUMN PER ELEVATION CL BRACE BRACE PER ELEVATION WP CL BEAM CL COLUMN CONN PER S501 W/ STD HOLES 1/4 1/4 GUSSET TO CONT PL PERP CONN PER 4/S502 EQ EQ W COL 7" @ NOTE: FOR ADDITIONAL INFORMATION, SEE . / 4 S331 1/4 NTS 6 TOP BRACED FRAME CONNECTION (W COLUMN)
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