Solved: Solve Prob. 441 using Castiglianos theorem. Since

Chapter 4, Problem 4-71

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Solve Prob. 4–41 using Castigliano’s theorem. Since Eq. (4–18) for torsional strain energy was derived from the angular displacement for circular cross sections, it is not applicable for section BC. You will need to obtain a new strain energy equation for the rectangular cross section from Eqs. (4–18) and (3–41).

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