This assembly features a wide flange beam framing into the web of a supporting wide flange girder using a double-angle bolted shear connection. The connection utilizes two angles bolted to the web of the supported beam and the web of the supporting girder, with bolt counts and sizes determined by the structural plan. The assembly is positioned beneath a concrete slab supported by metal deck, with shear studs visible in the slab. The connection is referenced to detail 10/S202 for specific configuration requirements.
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