A wide-flange beam frames into an HSS column using a column cap plate and a shear plate connection. The column cap plate matches the beam flange thickness in fifty-ksi steel, joined with typical fillet welds at the top and bottom flanges. A shear plate with bolts connects the beam web to the HSS column face per detail instructions. Additional weld callouts and edge distances specify typical half-inch and three-inch dimensions for the connection assembly.
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