Problem $13-13$

$13-13.$ Is the bearing$-$type connection shown in the accompanying illustration sufficient to resist the load that passes through the center of gravity of the bolt group, according to the LRFD and ASD specifications? $($Ans$.F_{mt}^{\text{'}}=54\mathrm{.}73$ksi,$\frac{F_{nt}^{\text{'}}}{}=37\mathrm{.}87$ksi. Therefore connection is satisfactory.$)$

FIGURE P$13-13$