A WT structural tee is welded to the top flange of a wide flange beam using a three-sixteenths inch fillet weld. One-quarter-inch stiffener plates are placed on each side of the WT web, spaced at four feet on center and starting six inches from each end of the WT. An additional beam member is seated above and connected to the assembly per the structural framing plans. All steel members and connection sizes are sized per plan.
BEAM TO BEAM WT TO BEAM WF BEAM SEE PLAN WF BEAM SEE PLAN BEAM SEE PLAN TO STEEL SEE PLAN 1/4" STIFF PL EACH SIDE @ 4'-0" 6" FROM EACH END OF WT TO STEEL SEE PLAN WT SEE PLAN 3/16 3/16 WT TO BEAM 1/4 3@12
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