Structural · A-63C34

Alternate Double Plate Design

Materials

Steel

Elements

Connections / Plates

Connections

Welded Connection

About this detail

An alternate double plate design for a steel column connection in a special force resisting system positions five-eighths-inch minimum doubler plates measuring twelve and three-quarters by three and seven-eighths inches and twelve and three-quarters inches by width to fit between stiffeners, featuring a forty-five degree bevel to clear the column radius with approximately three-sixteenths-inch encroachment. Three-eighths-inch and five-eighths-inch doubler plates are welded using fillet welds and welds complying with AWS D1.8 clause 4.3. Additional reference is made to sheet S-326 for unshown information.

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