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Bi-Axial Bending stress Q

  1. May 18, 2015 #1
    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.

    Capture_zpsdvjidzsu.jpg

    IMAG0087_zpsbhyci82o.jpg
     
  2. jcsd
  3. May 18, 2015 #2

    SteamKing

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    Everything looks OK. You caught the typo in the units for the moments of inertia; very good.
     
  4. May 18, 2015 #3
    Well thats great news! For some reason I thought my solution seemed to simple!

    Thanks for clearing that up!
     
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