A shallower steel beam connects to the web of a supporting steel girder using bolted connection plates sized per schedule. The connection incorporates standard bolt spacing with typical two-inch vertical spacing and edge distances constrained by the AISC 'K' distance. The framing is aligned with the centerline of the girder, maintaining specified maximum clearance dimensions at the top and side flanges.
__ __ A BEAM TO BEAM __ __ B CL GIRDER 3" MAX 3" 2" 3" TYP 2" TYP (1 1/2" MIN) AISC 'K' DISTANCE COLUMN OF BOLTS 'B' TYP BEAM (SHALLOWER THAN GIRDER) GIRDER PER PLAN PLATE PER SCHEDULE CL COLUMN MAX 1'' MAX 1"
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