Select the lighest $W10$ section that will resist a service tensile load $PD=175k$ and $PL=210k.$ The member is to be $25ft$ long and is assumed to have two lines of holes in each flange and two lines of holes in the web $($see figure$).$ Assume there are four bolts in each line $3$ in on center. All holes are for $\frac{7}{8}$ in $$ bolts. Use A$992-$ Grade $50$ steel. Neglect block shear for the design and use $Fy=50$ksi and $Fu=65$ksi. You can use the design flowchart from class if you want to$.(25$