A $7m$ restrained beam$-$column $($both ends fixed$)$ carries a uniformly distributed

factored load of $66\mathrm{.}7K\frac{N}{m}.$ An additional axial compressive factored load of

$535\mathrm{.}5$ KN is also applied on the beam$-$column. Bending is about major axis only.

The design compressive and bending strengths are $2940KN$ and $460KN-m$

respectively. $Fy=248$MPa,$E=200000$MPa and $Ix=222{10}^{6}m{m}^4.$ Calculate the

factored moment, $M_{nt}$ in $KN-m$ assuming that no sidesway occurs. Express your

answer in $2$ decimal places