*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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:*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-) m and I, = 0.471(103) mt,
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.
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