Diagram shows an aluminum shaft A B with a support at A, marked 1 of length 4,000 millimeters and a brass shaft B C with a support at C, marked 2 of length 3,000 millimeters with a flange in between at B. The shafts are centered on the x axis. A torque T is applied at B.

τ1L1c1G1 =- τ2L2c2G2

The stress in shaft (2) controls the capacity of the composite shaft. Accordingly, set τ2=-50 MPa.

Note: The negative value is used here to be consistent with the direction of the external torque applied to flange B as shown in the sketch.

Compute the shear stress in shaft (1):

τ1=-c1c2G1G2L2L1τ2  =-40 mm40 mm76 GPa38 GPa3,000 mm4,000 mm(-50 MPa)  =75 MPa