QUESTION for Crvil Engineering Structural Steel Design $-($Design of Compression members$)$

Check the adequacy of an $H-$section columin with properties $20320352,$ Grade S$355$JR$,$ can withstand an axial load of $1400kN.$ The section, with a length of $3\mathrm{.}0ml,$ is embedded in concrete at the top connection and piuned at the bottorn. Using table $2\mathrm{.}10$ H$-$Sections $($Universal Colugns$)$ Dimensions and properties.