Where is the point of maximum compressive stress in bi-axial bending?

AI Thread Summary
The discussion centers on identifying the point of maximum compressive stress in a beam under bi-axial bending. The participant suggests that point 'A' (the bottom right corner of the beam) is where maximum compressive stress occurs, though they question the validity of this assumption. Another participant acknowledges a typo in the units for moments of inertia, which adds clarity to the initial solution. The original poster expresses relief that their solution, despite seeming overly simplistic, is validated by the feedback. Overall, the conversation highlights the importance of verifying assumptions in structural analysis.
DrVirz
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Hi all,

I've attempted this question however my solution seems too simple..? I have taken the point 'A' (bottom right corner of beam) as the point with max compressive stress, I am not sure if this is correct. I have just assumed this by observation.

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Everything looks OK. You caught the typo in the units for the moments of inertia; very good.
 
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Well that's great news! For some reason I thought my solution seemed to simple!

Thanks for clearing that up!
 
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