For the eccentric connection shown, causing shear and tension in the fasteners connecting the structural tee $($WT$)$ to the column flange, determine the number of $7/8-$inch diameter $A325-N$ bolts spaced vertically at $3\mathrm{.}0-$inch spacing and $1\mathrm{.}5-$inch end distances to make the connection to the $\frac{5}{8}-$inch column flanges. The service loading is $10$ kips dead load and $60$ kips live load. Assume both the WT and column are adequate, no prying action, and $5\mathrm{.}5-$inch gage distance between the two vertical rows of bolts.

a$)$ Use Case I $-$ neutral axis not at the c$.$g$.$

b$)$ Use Case$-$II $-$ neutral axis at the c$.$g$.$