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The principal stresses acting on steel plate which gave the following result, principal strain & = 3.24x10 & = 1.28x10 Modulus of elasticity (E)=

The principal stresses acting on steel plate which gave the following result, principal strain & = 3.24x10 & = 1.28x10 Modulus of elasticity (E)= 200 GPa and Poisson's ratio u = 0.25. The sum of principal stresses are MN/m.

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