A cantilever steel beam frames through a supporting steel girder, utilizing a connection plate at the bottom flange matching the beam steel grade. A top plate connection specified per plan secures the top flange. A companion schedule correlates beam flange thicknesses with required fillet weld sizes and minimum connection lengths.
CP, TYP AT BOT FLANGE FLANGE CONNECTION PLATE TO MATCH BEAM STEEL GRADE. NOTE: PER PLAN BEAM PER PLAN CONN PER 17/S6.1, TYP GIRDER PER PLAN SCHEDULE BEAM FLANGE THICKNESS FILLET SIZE "F" MINIMUM "L" 0.5D OR 9" 1/4" 3/8" < t f < 1/2" 0.5D OR 6" 1/4" t f < 3/8" 0.75D OR 12" 1/4" 1/2" < t f < 5/8" 0.75D OR 18" 5/16" 5/8" < t f < 1" 0 0 <• 0 7~ ◄ > K
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