2. The two steel shafts, each with one end built into a rigid support, have flanges attached to their free ends. The flanges are to be bolted together. However, initially there is a 6° mismatch in the location of the bolt hole as shown in the figure. Determine the maximum shear stress in each shaft after the flanges have been bolted together. The shear modulus of elasticity for steel is G = 12x10 psi. Neglect deformation of the bolts and the flanges. 2 in. -6.5 ft- 1.5 in. 3.25 ft