A beam-to-column connection for a braced frame utilizes a connection plate and slip-critical bolts. The beam connects to the column flange or web using top and bottom plates and is detailed with specific edge distances and bolt spacings. A gusset plate is welded to the supporting members with complete joint penetration welds on the top and bottom sides. The connection incorporates a series of slip-critical bolts spaced at three inches on center with designated minimum edge clearances.
PL PER "TYP BF COL FLG CONDITION" OR "TYP BF COL WEB CONDITION", T&B GUSSET PL CONN PL & SLIP CRITICAL BOLTS, SEE NOTE 3 BM PER "BRACED FRAME ELEVATION" 1 1/2" 12" 1 1/2" 3" OC 2" 2" 1/2" DC, CJP T&B 2 5/8" 2 5/8" 3" 2" MIN 2" MIN (3) SIDES P BOLTED CONNECTION
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