The assembly features a continuous hollow structural section framing into a skewed wall corner joint with three-eighths-inch thick embed plates on each side of the panel joint. A three-eighths-inch by four-inch by zero-foot-six-inch stiffener plate is welded to each side of the tube. Plywood sheathing is secured with ledger connections detailed with quarter-inch welds and ledger splices bent as required. Four total three-quarters-inch by six-inch welded studs are anchored at the connection plates with two number five by two-foot-eight-inch long dowels.
3/8" THICK EMBED PLATE TYP. HSS AT CORNER PANEL JOINT ON SKEWED WALL STEEL GIRDER AT SKEWED WALL ELEVATION SD.4 1 SD.4 2 SD.4 1 PLAN A PLAN B SECTION B SD.4 2 SD.4 1 B ELEVATION A SECTION A SD.4 2 - 1 - 1 4 3
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