A structural steel column web connection detail with continuity plates matching the beam flange thickness within plus or minus one-quarter inch. Doubler plates are welded to the column web of the buckling-restrained braced frame column. Section A-A and Section B-B detail the geometry with buckling-restrained braced frame beams omitted for clarity.
k ¹ K +1 1/2" ¹ SECTION B-B NOTE: 1. BRB BEAMS NOT SHOWN FOR CLARITY. SECTION A-A BRB COL. CL CL COL. WEB CONTINUITY PL TO MATCH BM. FLANGE THK. +/- 1/4" DOUBLER PL
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