HEB $240$

$d=240mm,($depth$)$

$b=240mm,($width$)$

$t_w=10mm,($web thickness$)$

$t_f=17mm,($flange thickness$)$

$r=21mm,($root radius$)$

$A=105\mathrm{.}99c{m}^2,($area$)$

$I_x=11260c{m}^4,($second moment of area, inertia$)$

$i_x=10\mathrm{.}31cm,($radius of gyration$)$

$W_{cl,x}=938\mathrm{.}3c{m}^3,($elastic section modulus$)$

$W_{pl,x}=1053c{m}^3,($plastic section modulus$)$

$I_y=3923c{m}^4,($second moment of area, inertia$)$

$i_y=6\mathrm{.}08cm,($radius of gyration$)$

$W_{cl,y}=326\mathrm{.}9c{m}^3,($elastic section modulus$)$

$W_{pl,y}=498\mathrm{.}4c{m}^3,($plastic section modulus$)$

$J=103\mathrm{.}6c{m}^4,($torsion constant$)$

$C_w=476280c{m}^6,($warping constant$)$

Could you asking my question don't use the ksi or in use cm$,$m and Kn