Good evening i am requesting your help with problem # $4.$ solving problem #$4$ is base on solving problem #$1.$ here is $($Problem # $1)$ beam B$1$ carrying a uniformly distributed dead load and self$-$weight of $1\mathrm{.}8$ Kips$/$Ft and a uniformly distributed live load of $2\mathrm{.}2$ Kips$/$Ft is connected to column C$1$ with two angles and $5/8$ inch diameter bolts $($double shear$)$ as showen in figure $1.$ the length of the beam is $25$ feet. This is Problem #$4.$Determine the number of bolts required for the beam and column connection $($problem #$1)$ assuming a slip$-$critical type connection. $($Assume class A faying surfaces with no fillers, and slip is a serviceability limit state; Safety factor $-1\mathrm{.}5$