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Unformatted text preview: bending stress in the beam, and the shear stress at section A-A. Problem 4) For the state of stress listed, and using Mohrs circle, determine and show on a properly oriented block the following stresses: Maximum normal and shear stresses. The state of stress is: Sigma x = 6 ksi compression, Sigma y = 10 ksi tension, and Tau xy is 5 ksi down on the left side of the block....
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- Spring '08