A structural steel beam sized per plan connects to a column with a bolted shear tab and three-eighths-inch stiffener plates on each side. A davit socket pedestal mounts directly atop the beam, welded in place. A half-inch by four-inch plate sized to the beam width plus one inch is attached to the beam flanges with one-quarter-inch fillet welds. The beam web connects to the stiffener plate with a one-quarter-inch fillet weld.
PL 1/2"x4"x BEAM WIDTH +1" w/ 1/4" FILLET WELD TO FLANGES (SEE DETAIL E FOR COL ROTATED 90°) BEAM SEE PLAN DAVIT SOCKET PEDESTAL 3/8" STIFF PL EACH SIDE COLUMN SEE PLAN 1/4 1/4 BEAM WEB TO STIFF PL
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