A cylindrical container of internal radius 1 m and wall thickness 1 mm is filled with water up to a depth of 2 m. This container is suspended along its upper rim as in Figure 2. The density of water is 1000kg/m3 and acceleration due to gravity is 10 m/s2. The self-weight of the cylinder is negligible. Determine the magnitudes of principal stresses, principal shear stress and maximum shear stress on the wall at the location of 1 m from the cylinder bottom. The centroid point of a semi circle area is 4r/3π from the center of the circle with r as the radius of the circle.
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Where, 1/m=Poisson’s ratio
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