Structural · S-2JMN9

Post-Installed Plate Connection Schedule and Detail

Materials

Concrete Reinforced Concrete Steel

Elements

Columns Beams Walls Anchors / Embeds Connections / Plates Reinforcing

Connections

Shear Tab / Single Plate Bolted Connection Embed Plate Expansion / Slip Connection

About this detail

A post-installed beam connection into a concrete wall or element utilizes an adhesive anchor system with one-inch diameter threaded rods. A plate of specified size and thickness per the schedule is anchored to the concrete, featuring standard American Institute of Steel Construction holes in the plate and horizontal long slotted holes in the beam web. The connection utilizes a shear tab sized per schedule, secured with a specified number of snug-tight bolts left intentionally un-fully tightened. Additional framing components include a seat angle welded with a three-sixteenths inch fillet weld and a reinforcing angle at the base. Edge distances, minimum embedment lengths, and anchor spacings are explicitly defined in the accompanying connection schedule.

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