Using the techniques outlined in Appendix A, Example A.5

Chapter 6, Problem 6-124

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Using the techniques outlined in Appendix A, Example A.5 or A.6, the Z section has principal moments of inertia of \(I_{y}=0.060\left(10^{-3}\right) \mathrm{m}^{4}\) and \(I_{z}=0.471\left(10^{-3}\right) \mathrm{m}^{4}\), computed about the principal axes of inertia y and z, respectively. If the section is subjected to an internal moment of \(M=250 \mathrm{~N} \cdot \mathrm{m}\) directed horizontally as shown, determine the stress produced at point B. Solve the problem using Eq. 6–17.

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