A WT6x36 structural tee frames into a steel column using standard steel beam connections with bolted shear tabs. A composite metal deck with shear studs rests atop the structural members at Level 18 elevation 255 feet zero inches. Fillet welds of one-quarter inch size with a length of two feet six inches are specified at the connection interfaces. The detail establishes the framing relationship between the floor slab, supporting beams, and vertical structural column.
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