bolts are $\frac{{?}^7}{8}-$inch$-$diameter $A325-N,$ and eight bolts are used in each flange. Do these bolts have enough shear strength?

For $A325-N$ bolts: $F_{nv}=54$ksi

a$.$ Use LRFD$.$

$($Express your answers to three significant figures.$)$

Strength limit $R_n=$ kips

Force at the interface $H=$ kips

The bolts $$ lenough shear strength.

b$.$ Use ASD.

$($Express your answers to three significant figures.$)$

Strength limit $\frac{R_n}{}=$ kips

Force at the interface $H=$ kips

The bolts $$ enbugh shear strength.