A helpful analogy is the way bending stress in a beam varies linearly from zero at the neutral axis to a maximum at the outer fibres. Torsion behaves the same way but with the shaft's central axis playing the role of the neutral axis, since it is the one line in the cross-section that experiences no shear during twisting. Testing the options with this analogy:
The bending-stress analogy confirms shear stress in torsion is zero at the centre and maximum at the circumference.
Therefore, the correct answer is zero, maximum.
A steel wire of $20$ mm diameter is bent into a circular shape of $10$ m radius. If modulus of elasticity of wire is $2\times10^{5}\ \text{N/mm}^2$, then the maximum bending stress induced in wire is: