Structural · S-RS97W

Typical Plate Extension and Column Splice at Crossing Collector Lines

Materials

Steel

Elements

Columns Beams Connections / Plates

Connections

Shear Tab / Single Plate Welded Connection Bolted Connection Rebar Splice / Development

About this detail

A typical plate extension and column splice at crossing collector lines features wide-flange beams centered on wide-flange columns with a one and a half inch maximum clearance. A one and a half inch Grade 50 shear tab is centered at the mid-depth of the beam and welded with size w2 on three sides. Stiffener plates with a three-quarter inch minimum thickness and continuity plates are provided where required, along with optional erection bolts per the contractor. A welded collector connection schedule correlates beam sizes from W12 to W36 with plate depths, plate lengths, column welds w1, and beam welds w2.

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