$(3$ points$)$ A truss joint similar to Fig $4\mathrm{.}18a$ in the Ambrose text is made with $2x4$ nominal lumber and $\frac{1}{2}$ in plywood. The bottom member is attached with $106d$ nails on each side. What is the tension limit for the joint based only on the nail capacity shown in Table $4\mathrm{.}15?$