Consider a $4$x$4$ timber column $($actual dimensions $3\mathrm{.}5"$ x $3\mathrm{.}5")$ that is $12$ feet long$/$tall$.$ The least radius of gyration is given as $1\mathrm{.}01",$ and the Modulus of Elasticity of the wood species, E$,$ is $1,600,000$ psi. What is the maximum load the column can support $($pounds$)$ without buckling? Round to the nearest pound, and do not include commas or units in your answer.