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A column having its both ends hinged having length l, moment of inertia I, modulus of elasticity E, is subjected to axial loading only. What is the ratio of load when the column gets deflected in fundamental mode to second harmonic mode?

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A column having its both ends hinged having length l, moment of inertia I, modulus of elasticity E, is subjected to axial loading only. What is the ratio of load when the column gets deflected in fundamental mode to second harmonic mode?



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