Beam $1$:

$8$m span

Permanent load $($kN$/$m$)=50$

Variable load $($kN$/$m$)=60$

Beam $2$:

$9$m span

Permanent load $($kN$/$m$)=70$

Variable load $($kN$/$m$)=80$

Column height $($m$)=5\mathrm{.}00$m

Column section UKC $254$ x $254$ x $167$

Calculate the nominal moment about y$-$y and z$-$z axis $($i$.$e$.$ MED, you and MED, zz$)$

Using formula:

My$,$Ed $=(($h$/2)+100)$ x R$2=29\mathrm{.}6$kNm

Mz$,$Ed $=(($tw$/2)+100)$ x $($R$1$ R$3)=0\mathrm{.}9$kNm

My$,$Ed $=$ My$,$Ed X L$2-3/($L$2-3+$ L$1-2)=$

Mz$,$Ed $=$ Mz$,$Ed X L$2-3/($L$2-3+$ L$1-2)=$