Structural · S-KYMR4

Bolted Beam to Girder Connection with Full-Height Stiffener

Elements

Connections

About this detail

A structural steel beam frames into a girder web using a bolted connection with two vertical rows of bolts. Both top and bottom flanges of the incoming beam are fully coped to clear the girder flanges. A five-sixteenth inch thick full-height stiffener plate, with thickness and grade matching the beam web, is welded to the girder web. The connection utilizes quarter-inch fillet welds securing the plates to the beam flange. A minimum bolt diameter of twice the bolt diameter is maintained, with a maximum distance of one and a half inches where specified.

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