This assembly consists of a steel beam supporting a gusset plate connection for buckling restrained braces. A three-quarter inch stiffener plate is welded to the near side and far side of the beam web at the work point. The gusset plate, with a minimum thickness of one and one-half inches, is welded to the beam flange with a minimum seven-sixteenths inch fillet weld. The buckling restrained brace connection, including bolt size and pattern, is provided by others and subject to deferred submittal review. Beam web hole penetrations are strictly prohibited within the width of the gusset plate, and any proposed penetrations require engineer of record approval prior to fabrication.
STL. BEAM PER PLAN W.P. 5/16 TYP. 3/4" STIFFENER PL. N.S. & F.S. NOTE: 1.) CONNECTION SHOWN IS GENERAL IN NATURE. FINAL CONNECTION IS PER B.R.B. DESIGNER AND WILL BE REVIEWED AS PART OF A DEFERRRED SUBMITTAL. GUSSET PL. THICKNESSES AND WELDS ARE MINIMUMS. PROVIDE THICKER GUSSETS AND/OR LARGER WELDS IF REQUIRED BY THE B.R.B. DESIGNER. 2.) BEAM WEB HOLE PENETRATIONS ARE NOT ALLOWED WITHIN THE WIDTH OF THE GUSSET PLATE. ANY DESIRED BEAM WEB PENETRATIONS ARE TO BE SENT TO EOR FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
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