Structural · S-7YHCS

Bottom Chord Connection

Materials

Steel

Elements

Connections / Plates

Connections

Shear Tab / Single Plate Bolted Connection

About this detail

The top chord connects to a steel column using a one-half-inch cap plate welded with five-sixteenth-inch fillet welds, a one-and-a-half-inch base plate secured by four one-inch diameter A325 bolts tightened finger tight with marred threads, and a two-inch cap plate. One-half-inch stiffeners are provided on each side of the steel column, and a web member connects via a one-half-inch extended shear tab with three seven-eighths-inch diameter A325 bolts. The bottom chord connects to a separate steel column using a one-half-inch extended shear tab with three seven-eighths-inch diameter A325 bolts in two-inch slots.

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