A bridge deck is carried by two suspension cables. The total deck load is equally transferred to the cables by vertical hangers spaced every $6ft.$ The uniformly distributed deck load tributary to each cable is $3\mathrm{.}2\frac{k}{f}t.$ The maximum tension in the cable $($ton$)$ is most nearly:

$200$

$270$

$360,$

$410$

Tower $1$: Top elevation $395\mathrm{.}40ft$