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Homework Help: Section profile

  1. Aug 16, 2006 #1
    What is the resulting stress at the upper and lower edge of a section profile with W(b) = 144 cm3 and A = 34 cm² at the fixed end of the girder.

    I'm not sure about how it looks like.Can smby pls explain to me (if possible,togther with a picture)

  2. jcsd
  3. Aug 17, 2006 #2
    The stress depends on what load is applied and the resulting moment. Use simple beam theory.
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