Figure P5.31 shows a steel shaft supported by self-aligning bearings and subjectedto a

Chapter 5, Problem 5.31

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Figure P5.31 shows a steel shaft supported by self-aligning bearings and subjected to a uniformly distributed load. Using Castigliano’s method, determine the required diameter d to limit the deflection to 0.2 mm. (You may assume that transverse shear is negligible.)

                                                     

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