A composite beam is made by attaching the timber and steel portions shown with bolts of 12 -mm diameter spaced longitudinally every $200 \mathrm{mm}$. The modulus of elasticity is 10 GPa for the wood and 200 GPa for the steel. For a vertical shear of $4 \mathrm{kN}$ determine $(a)$ the average shearing stress in the bolts, $(b)$ the shearing stress at the center of the cross section. (Hint: Use the method indicated in Prob. $6.55 .$