Structural · S-3HGX9

Bottom of Steel Plate and Tie Connection

Elements

Connections

About this detail

A one-half-inch cap plate terminates the bottom of the steel wall assembly, supported by vertical rods and cross ties detailed per plan. Stiffener plates are welded to the assembly using typical complete joint penetration welds and three-sixteenths inch fillet welds. A typical one-quarter-inch gap is maintained at the base plate bearing interface. The bottom of steel elevation is referenced per the structural plans, with a maximum one-foot dimension controlling the lower stiffener spacing.

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