a)

The shearing moment acting on the cylinder, causes shear stress (check the definition of
shear modulus here) resulting in the cylinder to twist and thus in a shear strain. As the cylinder twists
an angle

resulting in the upper surface to shift a distance of

relative to the lower surface as shown in the figure. Thus, the shear strain is given by

. This, shear strain will result in a shear stress acting tangential to the surface given by

. The net tangential force acting on the cylinder is given by the stress times the area of cross section given by,

Since this force acts at a distance
r from the axis, the twisting moment is given by,
b)
For this part consider an infinitesimally thin vertical section of the solid cylinder at a distance
x from the center and of thickness
dx. As solved in part
a of the problem, the twisting moment acting on this section will be given by,
