A structural detail for a beam-to-column flange connection configured for a buckling-restrained braced frame. A one-half-inch shear plate connects the beam web to the column flange using erection bolts as required, with a three-eighths-inch weld specified. Complete joint penetration welds, designated as demand critical, secure the beam web to the column flange with weld tabs not required. Typical continuity plates match the schedule on sheet S5.4.2 at the top and bottom flanges. Doubler plates are attached to the column web per schedule where required, featuring standard weld access holes conforming to AISC specification section J1.6.
BEAM TO COLUMN FLANGE A 4" SHEAR PL 1/2 W/ ERECTION BOLTS AS REQUIRED BRBF FRAME CJP (DEMAND CRITICAL) BM WEB TO COL FLG, WELD TABS NOT REQD CJP (DEMAND CRITICAL) TYP CONTINUITY PL TO COL FLG PER SCHD ON 2 / S5.4.2 3/8 SHEAR PL TO COL FLANGE TYPICAL WELD ACCESS HOLE PER AISC SPECIFICATION SECTION J1.6 CONTINUITY PL (WHERE OCCURS) PER SCHD ON 2 / S5.4.2 TYPICAL DOUBLER PL TO COLUMN MIN 10° TYP 0'-0 1/8" DOUBLER PL TO COL WEB PER SCHD ON . DOUBLER PLATE PER SCHD ON 2 / S5.4.2 WHERE OCCURS) CONTINUITY PL TO COL ES PER SCHD ON 2 / S5.4.2 2 / S5.4.2
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