Question: -100 20 30 1. = 0 -20 80 30 0 100] a) What is wrong with the stress tensor above? Fix it according to

-100 20 30 1. = 0 -20 80 30 0 100] a)

-100 20 30 1. = 0 -20 80 30 0 100] a) What is wrong with the stress tensor above? Fix it according to your wish and compute the principal stresses. b) Compute the max. shear stress and the angles of this plane with the major lab. reference axes. c) Will this material yield according to the Tresca criterion if oy-50 MPa?

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