An HSS10x10x1/2 hollow structural section column frames into W8X31 wide flange beams using plate stiffeners and complete joint penetration welds. The connection features 1/2-inch thick plate stiffeners welded across the column flanges, with complete joint penetration welds designated as demand critical. Section A1-A1 and Detail B illustrate the framing configuration and brace connections with S12X31.8 shapes and HSS4x3x1/4 members joined by fillet welds.
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