A state of stress is specified in the figure shown. Determine the principal stress oy (mPa) if P =-20 mPa and y = 15 mPa P V
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- Compare the engineering and true secant elastic moduli for the natural rubber in Example Problem 6.2 at an engineering strain of 6.0. Assume that the deformation is all elastic.A state of stress is specified in the figure shown below. Determine the Normal stress σy (mPa) on the Principal Plane if P1 = -5 mPa; P2 = 39 mPa and v = 21 mPaCompute the stress distribution of the beam shown in the figure at mid-section. Cross-sectional dimensions of the beam is 14in X 40in. If the tensile capacity is 1ksi, comment on stability of the beam.
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