Structural · S-PZJE7

Column Splice and Deck Closure Overlap Details

Elements

Connections

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Structural column splices and deck closure conditions for both typical and corner column locations are provided. Steel columns and beams sized per plan connect with L3x3x1/4 angles and typical bent plates welded with quarter-inch fillet welds. Gaps around the deck edge are closed using deck closure plates as required with a maximum one-inch gap. Additional reinforcement includes DBA bars and number 4 bars at ten feet zero inches with an end lap of four to six inches.

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