A prismatic steel bar of 75 mm x 75 mm square cross section is subjected to a tensile load P = 600 KN (see figure). Determine the normal and shear stresses on all faces of an element rotated through an angle 45 degree.
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Find the location and magnitude of in-plane major and minor principal stresses
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Determine the stress components acting on the inclined plane AB using Stress Transformation Equations
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9-13. Determine the stress components acting on the inclined plane AB. Solve the problem using the method of equilibrium described in Sec. 9. 1
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*9–12. Determine the equivalent state of stress on an element at the same point oriented 60° counterclockwise with respect to the element shown. Sketch the results on the element.
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9-11. Determine the equivalent state of stress on an element at the same point oriented 60° clockwise with respect to the element shown. Sketch the results on the element
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Determine the stress components acting on the inclined plane AB. Solve the problem using the method of STRESS TRANSFORMATION EQUATIONS. Draw the sketch
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The state of stress at a point in a member is shown on the element. Determine the stress components acting on the inclined plane AB. Solve the problem using the Stress Transformation equations. Show the result on a sketch.
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9-7. Determine the stress components acting on the inclined plane AB. Solve the problem using the method of equilibrium described in Sec. 9.1.
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9-6. The state of stress at a point in a member is shown on the element. Determine the stress components acting on the inclined plane AB. Solve the problem using the method of equilibrium described in Sec. 9.1.
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