Diagram shows a shaft A B with aluminum segment marked 1 of length 400 millimeters inside which is a brass shaft marked 2. Both the shafts are centered on the central axis x. A torque T is applied at B.

τ1L1c1G1=τ2L2c2G2

Let's assume that shaft (1) controls. We will assume that the shear stress in shaft (1) is equal to its 85 MPa allowable stress.

Based on this assumption, the shear stress in shaft (2) must be:

τ2=c2c1G2G1L1L2τ1  =21 mm25 mm38 GPa26 GPa400 mm400 mm1(85 MPa)  =104.35 MPa

Since the 104.35 MPa shear stress is greater than the 100 MPa allowable shear stress for shaft (2), our initial assumption is incorrect. Shaft (2) will actually control the capacity of the composite shaft. The shear stress magnitude in shaft (2) will equal its 100 MPa allowable stress.