*6-124. Using the techniques outlined in Appendix A, Example A.5 or A.6, the Z section has principal moments of inertia of I, = 0.060(10-3) m and I, = 0.471(10-3) m, computed about the principal axes of inertia y and z, respectively. If the section is subjected to an internal moment of M = 250 N m directed horizontally as shown, determine the stress produced at point B.Solve the problem using Eq. 6-17. 50 mm 200 mm 32.9 250 N-m 200 mm 50 mm B - -50 mm -300 mm Prob. 6-124 6.

*6-124. Using the techniques outlined in Appendix A, Example A.5 or A.6, the Z section has principal moments of inertia of I, = 0.060(10-3) m and I, = 0.471(10-3) m, computed about the principal axes of inertia y and z, respectively. If the section is subjected to an internal moment of M = 250 N m directed horizontally as shown, determine the stress produced at point B.Solve the problem using Eq. 6-17. 50 mm 200 mm 32.9 250 N-m 200 mm 50 mm B - -50 mm -300 mm Prob. 6-124 6.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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