The drawing illustrates a moment-resisting beam-to-column flange connection utilizing complete joint penetration (CJP) welds for the beam flanges to the column flange, complete with weld access holes per AISC specifications. A shear plate (shear tab) is bolted to the beam web with erection bolts and welded to the column flange. Additionally, continuity plates and doubler plates are specified per schedule to reinforce the column web and flanges against high localized stresses.
Text on the drawing
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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