A $600mm$ by $300mm$ coulmn of an unsymmetrical sined shown in the figure below unfactored axial load $($DL $=980KN,LL=730KN)$ and unfactored moment

$(1)$ move the center of the footing distance $e$ fron the center of column sothe soil pressure will be considered. uniformally distributed under the footing

$(2)$ assuming the distance $e=150mm$ and the factored net soil pressure $q_n=320k\frac{N}{m^2},$ the maximum bending moment in the long direction $(E-W)$ at the face of the coulmn is$?$