An A$50($Fy$=345$MPa$)$ circular steel base plate $386$mm in diameter and thickness of $12\mathrm{.}3$mm rests on $525$mm square concrete pedestal with fc$=20\mathrm{.}7$MPa. The column is W$8$x$58($see ASEP Manual for section properties$).$ Calculate the maximum service Liveload using LRFD in KN based on bending stress failure on steel base plate $.$ Assume Liveload is twice Deadload. Express your answer in $2$ decimal places.