A two-dimensional state of plane stress in the x, y-plane is defined by z =

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A two-dimensional state of plane stress in the x, y-plane is defined by σz =  τ yz =  τ zx = 0. Using general principal value theory, show that for this case the in-plane principal stresses and maximum shear stress are given by:

2 ax+ay ax - ay 72=

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