SITUATION: A wide flange section for a $5m$ long column hinged at both ends has the following properties:

$A,=15200mm2,E=200$GPa

$Ix,=1350106mm4,ly=150106$

$(32)$ Determine the slenderness ratio with respect to the strong axis.

$16\mathrm{.}78$

$50\mathrm{.}33$

$11\mathrm{.}74$

$35\mathrm{.}23$

$(33)$ Determine the slenderness ratio with respect to the weak axis.

$16\mathrm{.}78$

$50\mathrm{.}33$

$11\mathrm{.}74$

$35\mathrm{.}23$

$(34)$ Determine the Euler critical stress of the column in MPa.

$7010\mathrm{.}44$

$779\mathrm{.}25$

$14321\mathrm{.}6$

$1590\mathrm{.}39$