$10\mathrm{.}18$ ONLY

$10-17.$ Select the lightest available W section of $50$ ksi steel for a beam that is simply supported on the left end and a fixed support on the right end of a $36$ ft span. The member supports a service dead load of $1\mathrm{.}5\frac{k}{f}t,$ including its self$-$weight, and a service live load of $2\mathrm{.}2\frac{k}{f}t.$ Assume full lateral support of the compression flange and maximum TL deflection of L$/600.$ Consider moment, shear and deflection. $($Ans$.$ W$2784$ LRFD and ASD$)$

$10-18.$ Repeat Prob, $10-17$ if the nominal depth of the beam is limited to a W$24$ section and lateral support of the compression flange is provided at the ends and the $\frac{1}{3}$ points of the span. Use $C_b=1\mathrm{.}0.$