A structural steel column connection incorporates a buckling-restrained brace gusset plate welded to the column flange with a complete joint penetration weld that is demand critical at the column flange and web. The drawing indicates that the shear plate and buckling-restrained brace gusset plate do not occur at similar conditions, with specific two-and-a-half-inch and one-inch typical spacings dimensioned relative to the column centerline.
CL OF COL. CL OF COL. TYP. 2 1/2" C.J.P. DEMAND CRITICAL AT COLUMN FLANGE AND WEB BRB GUSSET PLATE DOES NOT OCCUR AT SIM. SHEAR PLATE DOES NOT OCCUR AT SIM. TYP. EQ. TYP. EQ. 1" TYP. 1" TYP.
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