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Problem 5: (a) Draw the Mohrs circle for a state of plane stress shown. (b) What are the principal stresses at point A? (c)

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og = 24.000 Oy = -16.000 Try = 9.0000 01 = 25.932 = -17.932 0p = 12.114 Rotated Stress Max Shear Stress = 0.0000 avg = 4.0000Mohrs Circle 30.00 Max shear = 21.93 25.00 + (-16.00, 9.000) (-16.00, 9.000) 10.00 5.00 Min prin = -17.93 (4.000, 0.0) -40.0Results Angle (deg] 0 .000 90.00 Value Rotated Element, Normal Stress X 24.00 Rotated Element, Normal Stress Y -16.00 Rotated

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