## Marks 1

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Consider a steel (Young’s modulus $$E = 200$$ $$GP$$a) column hinged on both sides. Its height is $$1.0$$ $$m$$ and cros...
GATE ME 2015 Set 1
For a long slender column of uniform cross section, the ratio of critical buckling load for the case with both ends clam...
GATE ME 2012
A pin-ended column of length $$L,$$ modulus of elasticity $$E$$ and second moment of the cross-sectional area $$I$$ is l...
GATE ME 2006
For the case of a slender column of length $$l,$$ and flexural rigidity $$EI$$ built-in at its base and free at the top,...
GATE ME 1994
If the length of a column is doubled, the critical load becomes:
GATE ME 1988

## Marks 2

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An initially stress-free massless elastic beam of length $$L$$ and circular cross-section with diameter $$d (d If the ... GATE ME 2017 Set 1 A column has a rectangular cross-section of 10 mm$$ \times $$20 mm and a length of 1 m. The slenderness ratio of the c... GATE ME 2011 The rod$$PQ$$of length$$L$$and with flexural rigidity$$EI$$is hinged at both ends. For what minimum force$$F is...
GATE ME 2008

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