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Jillson worked on the deformation of single erystals in 1950. The cross-sectional area of the Calculate the resolved shear stress and normal stresses acting on

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Jillson worked on the deformation of single erystals in 1950. The cross-sectional area of the Calculate the resolved shear stress and normal stresses acting on the sip plane when the yielding begins. Comment on if resolved shear stress or normal stress would control yielding based on your calculations. 5 marks

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