n a particular project, the vertical compressive stress at a point of focus in a soil is 100 kPa while the horizontal compress stress at the same point is 57 kPa. Both stresses are principal stress. (1) Where is the center of the Mohr-circle that describes the 2D stress at the point? (2) What is the maximum shear stress that acts at the point?
n a particular project, the vertical compressive stress at a point of focus in a soil is 100 kPa while the horizontal compress stress at the same point is 57 kPa. Both stresses are principal stress. (1) Where is the center of the Mohr-circle that describes the 2D stress at the point? (2) What is the maximum shear stress that acts at the point?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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In a particular project, the vertical compressive stress at a point of focus in a soil is 100 kPa while the horizontal compress stress at the same point is 57 kPa. Both stresses are principal stress.
(1) Where is the center of the Mohr-circle that describes the 2D stress at the point?
(2) What is the maximum shear stress that acts at the point?
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