Tate $2\mathrm{.}10$

H$-$SECTONS $($PMAUR RUVSE

LNENSIONS AMD PAOPEHIIS

Cheok the adequacy of an H$-$section colum wth prop sthes $4320352,$ Grade $5355)$ R$,$ can wathstand an axialload of $1400kN.$ Whe section, with a lengeh of $3\mathrm{.}0m.$ is embedded in concrete at the top connection and pirned an the botion.

$\backslash$table$[[\backslash$table$[[$tespriton$],[++b1=$