Im posting it for the $4$th time please dont waste my questions and solve this step by step. I have given the IPE eurocode information as well below

IPE $120$ Properties

Geometry

Depth h $120\mathrm{.}0$ mm

Width b $64\mathrm{.}0$ mm

Web thickness tw $4\mathrm{.}4$ mm

Flange thickness tf $6\mathrm{.}3$ mm

Inner depth between flanges hi $107\mathrm{.}4$ mm

Root fillet radius r$17\mathrm{.}0$ mm

Depth of straight portion of web d $93\mathrm{.}4$ mm

Sectional Area

Sectional area A $13\mathrm{.}21$ cm$2$

Bending

Area moment of inertia about y$-$axis Iy $317\mathrm{.}80$ cm$4$

Area moment of inertia about z$-$axis Iz $27\mathrm{.}67$ cm$4$

Polar area moment of inertia Ip $345\mathrm{.}47$ cm$4$

Radius of gyration about y$-$axis iy $49\mathrm{.}0$ mm

Radius of gyration about z$-$axis iz $14\mathrm{.}5$ mm

Polar radius of gyration ip $51\mathrm{.}1$ mm

Statical moment of area about y$-$axis max Sy $30\mathrm{.}36$ cm$3$

Statical moment of area about z$-$axis max Sz $3\mathrm{.}24$ cm$3$

Elastic section modulus about y$-$axis Wy $52\mathrm{.}96$ cm$3$

Elastic section modulus about z$-$axis Wz $8\mathrm{.}65$

Past paper :Q$1)(100$p$)$ For the given plan below apply $2k\frac{N}{m^2}$ live load and $10cm$ concrete slab $($S$235)$

Byconsidering the slendemess effects, design $($select the dimension from table$)$ the MAIN beam given below, Draw the

diagrams