Structural · S-624BN

Wide Flange Column Splice with Base Plate and Shear Tab

Elements

Connections

Shear Tab / Single Plate Base Plate / Anchorage Bolted Connection

About this detail

A wide flange column connects to the assembly as indicated on plan, resting on a three-quarter-inch ASTM A36 base plate secured with four three-quarter-inch diameter machine bolts. Half-inch stiffener plates made of ASTM A36 steel are welded to each side of the web, with their width matching the column flange width above. A minimum half-inch plate shear tab is incorporated into the connection. Fillet welds of various sizes, including five-sixteenth, quarter-inch, and three-eighth inch, are specified throughout the assembly. Edge distance and bolt spacing conform to standard AISC specifications.

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