Structural · S-PHCHC

Steel Column Base Plate and Stiffener Connection

Elements

Connections

About this detail

The steel column assembly terminates at a one-half-inch cap plate with a typical quarter-inch gap set to an elevation per plan. Internal stiffener plates are welded with complete joint penetration welds typically, with vertical elements and cross ties detailed per notes. Wall plates are sized per elevation, and threaded vertical rods extend through the cap plate with nuts secured from above.

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