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E = 10 × 109 Pa, I = 1.25 × 10 −5 m 4 and L = 3 m where E = modulus of elasticity, I = moment of inertia of the cross section about its neutral axis, L = Length. Determine the first eight eigen values and the corresponding buckling loads. 5. a) From the given data find value of y at x = 4.5. x y 1 2.38 2 3.65 3 5.85 4 9.95 5 14.85 16 8