This connection details steel beams and girders installed at a depressed elevation relative to their supporting members. The supported beam uses a full depth shear plate welded to the web on three sides per schedule, with bolts installed per schedule. The depressed girder uses a shear plate welded on two sides per schedule, with bolts installed per schedule. A vertical depression dimension D accommodates the offset framing condition.
SUPPORTED BEAM BOLTS PER SCHED FULL DEPTH SHEAR PL DEPRESSION, D S S 3 SIDES, PER SCHED NOTES: 1. SEE TYPICAL BEAM SHEAR PLATE CONNECTIONS FOR INFO NOT SHOWN OR NOTED. BOLTS PER SCHED SHEAR PL SUPPORTED BEAM DEPRESSION, D S S 2 SIDES, PER SCHED DEPRESSED GIRDER DEPRESSED BEAM
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