Wide-flange beams frame into a hollow structural section column using continuous shear plates on each side. A one-inch by twelve-inch plate connects with two three-quarter-inch diameter high-strength bolts at five-inch gauge on each side of the shear plate. A three-quarter-inch by nine-inch stiffener plate provides column web support beneath the connection.
WF BEAM, SEE PLAN 1"x12" PLATE WITH (2) 3/4" DIA. H.S.B. AT 5" GAGE EACH SIDE OF SHEAR PLATE HSS COL. B4-S3.0 8 SIM - PLATE AND BOLT INFO SHEAR PLATE TO BE CONT. 3/4x9 STIFFENER PLATE
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