This detail outlines standard shear connection requirements for beam-to-column and beam-to-beam framing. The beam-to-column connection utilizes a connection plate with a thickness defined by the project schedule, featuring a three-inch typical bolt spacing unless otherwise noted per American Institute of Steel Construction Table 10-10a. The beam-to-beam connection shows a wide-flange beam framing into the web of a supporting girder, requiring a one-and-three-quarter-inch minimum cope and flange coping where necessary. Both configurations specify bolt diameters and quantities per the project schedule, with weld sizes also determined by the schedule. A two-and-three-quarter-inch minimum edge distance from the face of the web is maintained for bolt placement.
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