$h_3$
$h_2$
$h_1$
$b$
$b$
$b$
$W$
A distributed load $w=300 N/cm^2$ is applied to a Short Column made from Wood and Concrete. Assume $E_{concrete}=17 GPa$
$E_{wood}=11 GPa$, $b=7.8 cm$, $h_1=7.8 cm$, $h_2=20.6 cm$. What load is carried by Concrete Center? Answer in Units of $kN$