Structural · S-AW2NF

Coped Beam to Girder Web Connection with Stiffener Plate

Elements

Connections

About this detail

A beam frames into a girder web with both top and bottom flanges coped. The supported beam features a shear plate welded to the web with quarter-inch fillet welds, secured to the girder with bolts spaced at three inches vertically. A full-height stiffener plate, with thickness matching the beam web, is welded to the supporting girder web opposite the connection. Two additional bolts are located near the flange with a minimum edge distance of two times the bolt diameter. Where conditions require, the maximum number of bolts that fits within the beam depth is provided based on referenced dimensions.

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