Q$1.[60$ pts$]$ All columns are braced at the beam level for out$-$of$-$plane motion. The interior columns are also braced at the mid$-$height in the out$-$of$-$plane direction. Can the system carry the given factored loads safely? $($Steel: S$275-F_y=2800kg\frac{f}{c}{m}^2,F_u=4383kg\frac{f}{c}{m}^2)$

Columns: HP $32088$

$I_x=18740{10}^{4}m{m}^4$;$r_x=129mm$

$I_y=5634{10}^{4}m{m}^4$;$r_y=71mm$

$A=11300m{m}^2$

Beams: HP $26075,I_x=10650{10}^{4}m{m}^4$