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6) Given the following principal stresses at a certain point of a structure along principal coordinate axes a, b, c, draw three-dimensional Mohr's Circles for general state of stress. Use a graph paper, label the coordinate axes, draw the Mohr's Circles, and find the shearing stress (Tix a) 0.20 MPa. Ob 15 MPa, and c 5 MPa b) 0 = 15 MPa, ob - 5 MPa, and 0 0.0 MPa c) - 25 MPa, Ob 15 MPa, and 0 0.0 MPa 2