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Engineering · Civil Engineering
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4) The following stress state exists on a horizontal plane: 120 kPa and the following stress state exists on a vertical plane. τ--1 20 kPa, σ- 800 kPa. Determine the orientation of the major principal plane. Determine the shear and normal stresses acting on a plane oriented at 30° clockwise from horizontal. Use conventional geotechnical sign convention for shear stresses (positive shear stresses cause counterclockwise rotation of an element) kPa, σ = 400
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