10-23. The strain at point A on a beam has components P x = 450(10 −6 ), P y = 825(10 −6 ), g xy = 275(10 −6 ), P z = 0. Determine (
a) the principal strains at A , (
b) the maximum shear strain in the x - y plane, and (
c) the absolute maximum shear strain.
 
 
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