Problem $3$: Consider yielding and rupture plate failure, bolt shear failure, tear out, and

bearing of the plate.

Determine the available strength of the four $\frac{3}{4}$ in$.$

A $325-N$ bolts in the single $L33\frac{1}{2}A36$ when the bolts

are placed as shown in Figure P$10\mathrm{.}24.$ Determine $($a$)$

design strength by LRFD and $($b$)$ allowable strength by

ASD.