The beam is subjected to a bending momentM= 400 N‐m about thez’ axis, which is a principal axis. The moment of inertia of the cross section aboutz’ isIz’= 40E-8 m4: Determine the normal stress at pointQ, which has coordinatesy’ = 0.0313 m,z’ = 0.0179 m.
Suppose that instead of being applied about the principal axisz’ as shown, the bending momentM= 400 N‐m is applied about the principal axisy’ in a direction such that points of the cross section with positivez’ coordinates are subjected to tensile stress. The moment of inertia of the cross section about they’ axis isIy’= 160E-8 m4: Determine the normal stress at pointP, which has coordinatesy’ = 0.0313 m,z’ = 0.0269 m.
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