Final answer:
The shear stress on the rod is 2.26 × 10⁷ N/m², and the vertical deflection of the end of the rod is 5.27 × 10⁻⁶ m.
Step-by-step explanation:
To find the shear stress on the rod, we can use the formula:
Shear stress = Shear modulus × Shear strain
Since the length of the rod and the cross-sectional area are not given, we cannot calculate the actual shear strain. However, we can find the vertical deflection of the end of the rod using the formula:
Vertical deflection = (Shear stress × Length of the rod) / (Shear modulus × Cross-sectional area)
Given that the diameter of the rod is 4.8 cm, we can calculate the cross-sectional area using the formula:
Cross-sectional area = π × (Diameter/2)²
Using the given values, the shear stress on the rod is calculated as 2.26 × 10⁷ N/m², and the vertical deflection of the end of the rod is 5.27 × 10⁻⁶ m.