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Recent questions in IES Objectives-2
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Determine the ratio of the buckling strength of a solid steel column to that of a
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The end conditions of a column for which
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the percentage reduction in Euler’s buckling load for the same end is
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For the case of a slender column of length L and
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If the ends are fixed, the buckling load changes to
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The ratio of the core of a rectangular section to the area of the rectangular section when
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Which cross – section will carry the maximum load?
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how much is the critical load compared to the original value?
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A structural member subjected to an axial compressive force is called
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Match List - I with List -II
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What is the expression for the crippling load for a column of
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If $\sigma _{c}$ and E denote the crushing stress and Young’s modulus for
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Which of the above columns has the maximum value of Euler buckling load?
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Slenderness ratio of a column is defined as the ratio of its length to its
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The ratio of $\frac{P_{2}}{P_{1}}$ is
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the eccentricity ‘e’ should be less than or equal to
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Match List – I with List – II
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2000
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the value of H/B will be
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the percentage of reduction in Euler buckling load is
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The greatest eccentricity which the load can be applied
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