An HSS brace member connects to a wide flange beam and column framing intersection using a five-eighths-inch gusset plate. The gusset plate is welded to the members with specified weld sizes including three-eighths-inch and one-quarter-inch fillets spaced at six inches typical. The intersection aligns at a working point with a thirty-degree angle typical and one-inch typical clearances. HSS slot requirements reference an additional drawing.
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