Deflections

For Problems $6\mathrm{.}5$ to $6\mathrm{.}10,$ calculate the instantaneous deflections for the dead and live loads shown. Use $f_y=60,000,f_c=4000,$ and $n=8.$ Beam weights are included in the $w_D$ values.

Problem $6\mathrm{.}5($Ans$.0\mathrm{.}343$ in$.)$