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Stresses and Strains

  1. Dec 11, 2014 #1
    1. The problem statement, all variables and given/known data
    A 45 degree strain rosette is fixed to a short rectangular section pillar. The gauge reads εa =72x10^6, εb=100x10^6, εc=-240x10^-6. What are the values of W and F?
    The cross section area is 600mm2 and is made out of steel which E=207GN/m2 and v=0.3. The maximum shear stress for the section of the pillar is 1.5 times the average shear stress.
     
  2. jcsd
  3. Dec 16, 2014 #2
    Thanks for the post! This is an automated courtesy bump. Sorry you aren't generating responses at the moment. Do you have any further information, come to any new conclusions or is it possible to reword the post?
     
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