The ratio of the theoretical critical buckling load for a column with fixed ends to that of another column with the same dimensions and material but with pinned ends is equal to Civil Engineering gate 2012
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GATE-Civil-Engineering-Question-Paper-2012-download--->View question


The ratio of the theoretical critical buckling load for a column with fixed ends to that of another column with the same dimensions and material, but with pinned ends, is equal to-Civil Engineering-gate-2012

The ratio of the theoretical critical buckling load for a column with fixed ends to that of another column with the same dimensions and material, but with pinned ends, is equal to
(A) 0.5 (B) 1.0 (C) 2.0 (D) 4.0



By:Amogh

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(D) 4.0

milan-ransingh

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