A WT structural tee is welded to the top flange of a wide flange beam sized per plan using a three-sixteenths inch fillet weld. One-quarter inch stiffener plates are installed on each side of the WT at four feet on center, starting six inches from each end of the WT. The WT stem connects to the steel beam sized per plan with a one-quarter inch fillet weld spaced at three inches on center for twelve inches.
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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