$2.$ Design for flexure a beam $16$ ft in length, having a uniformly distributed dead load of $\backslash (1\backslash$mathrm$\{$kip$\}/\backslash$mathrm$\{$ft$\}\backslash ),$ a uniformly distributed live load of $\backslash (1\backslash$mathrm$\{$kip$\}/\backslash$mathrm$\{$ft$\}\backslash ),$ and a concentrated dead load of $8\mathrm{.}4$ kips a distance of $5$ ft from one support. Beam is laterally braced $(32$ pts $)$