For the section, I y' = 31.7(10 6 ) m 4 , I z' = 114(10 6

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For the section, Iy'= 31.7(10€“6) m4, Iz'= 114(10€“6) m4, Iy'z'= 15.8(10€“6) m4. Using the techniques outlined in Appendix A, the member€™s cross-sectional area has principal moments of inertia of Iy= 28.8(10€“6) m4and Iz= 117(10€“6) m4, calculated about the principal axes of inertia y and z, respectively. If the section is subjected to a moment of M = 2500 N ˆ™ m, determine the stress produced at point A, using Eq. 6€“17.

60 mm 60 mm 60 mm 80 mm M = 2500 N-m 10.5° 140 'mm 60 mm

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Mechanics of Materials

ISBN: 978-0134319650

10th edition

Authors: Russell C. Hibbeler

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