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) mª and I = 0.471(10-3) m*, computed about the prin- cipal axes of inertial 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 at point B, and the orienta- tion of the neutral axis. y 50 mm 200 mm 32.9° 250 N-m 200 mm 50 mm B 50 mm -300 mm

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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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, = 0.060(10-3) mª and
I; = 0.471(10-3) m*, computed about the prin-
cipal axes of inertial 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 at point B, and the orienta-
tion of the neutral axis.
50 mm
200 mm
32.9°
250 N-m
200 mm
50 mm
B
50 mm
-300 mm
Transcribed Image Text: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) mª and I; = 0.471(10-3) m*, computed about the prin- cipal axes of inertial 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 at point B, and the orienta- tion of the neutral axis. 50 mm 200 mm 32.9° 250 N-m 200 mm 50 mm B 50 mm -300 mm
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