Solve Problem using the equation developed in Problem.ProblemFar the section, Iy′ = 31.7(1...

Solve Problem using the equation developed in Problem.

Problem

Far the section, Iy′ = 31.7(10-6) m4, IZ′= 114(10-6 ) m4, Iy′z′ = 15.1(10-6)m4. Using the techniques outlined in Appendix A. the member’s cross-sectional area has principal moments of inertia of Iy = 29.0(10-6) m4 and Iz = 117(10-6) m4, computed about the principal axes of inertia y and z, respectively. If the section is subjected to a moment of M = 2500 N • m directed as shown, determine the stress produced at point A, using Eq. 6-17.