This structural steel detail shows a beam framing into a column with a gusset plate connection. The beam web connects to the plate with complete joint penetration welds, while top and bottom plates feature three-sided welds and minimum three-eighths-inch plate thickness. Erection bolts are provided as required for temporary alignment. Specific clearances include a one-inch minimum and two-inch minimum spacing with a thirty-degree plus or minus ten-degree angle indicator.
BM PER "BRACED FRAME EL" DC, CJP WEB TO PL DC, CJP T&B GUSSET PL PL PER "TYP BF-COL FLG CONDITION" OR "TYP BF-COL WEB CONDITION", T&B (3) SIDES N PL3/8 MIN 3" ERECTION BOLTS AS REQD 1" MIN 2" MIN 30° ± 10° 1" MIN WELDED CONNECTION
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