Refer to Figure $3$ for this problem. The column is constructed from

high$-$strength concrete with a cross$-$sectional area of $126i{n}^2$

$)$ and an A$-36$ steel column with a cross$-$sectional

area of $18i{n}^2(E_S=29{10}^6).$ The column is subjected to an axial

force of $60$kip. Determine the load carried by the concrete. Provide

your answer in kips.