This connection details steel framing where beams meet at varying top of steel elevations, utilizing a framed shear tab connection with three bolts typically. A one-half inch minimum radius is required at the coped or modified beam web transitions typical for the assembly. Top of steel elevations are referenced for both members, and sloped beam conditions are handled similarly. Additional callouts common to standard beam-to-beam connections apply.
BEAM TO BEAM AT VARYING ELEVATION T.O.S. T.O.S. SLOPED BM SIM. 1/2" MIN. RADIUS TYP. TEXT SEE BM TO BM DETAIL FOR CALLOUTS IN COMMON
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