A cantilevered structural steel beam connects to a continuous backspan beam using a bolted shear tab and top and bottom plates. The cantilevered beam flange matches a plate welded to the backspan beam flange with a complete joint penetration weld at the top and bottom. A shear tab is welded to the backspan beam web and bolted to the cantilevered beam web with six bolts, and a supplemental shear tab is bolted below. The drawing specifies breaking the shear tab as required and using the required number of bolts per the typical beam connection schedule.
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