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Concept drill

slenderness ratio

GATE Civil Engineering · Compression Members · 1992-2024

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2024 Q39

A homogeneous, prismatic, linearly elastic steel bar fixed at both the ends has a slenderness ratio (l/r) of 105, where l is the bar length and r is the radius of gyration. The coe...

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2024 PYQ

A homogeneous, prismatic, linearly elastic steel bar fixed at both the ends has a slenderness ratio (l/r) of 105, where l is the bar length and r is the radius of gyration. The coe...

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2019 Q30

The critical bending compressive stress in the extreme fibre of a structural steel section is 1000 MPa. It is given that the yield strength of the steel is 250 MPa, width of flange...

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2015 PYQ

A steel member ‘M’ has reversal of stress due to live loads, whereas another member ‘N’ has reversal of stress due to wind load. As per $$IS$$ $$800: 2007,$$ the maximum slendernes...

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2009 PYQ

Consider the following statements for a compression member $${\rm I}.\,\,\,\,$$ The elastic critical stress in compression increases with decrease in slenderness ratio $${\rm II}.\...

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2006 PYQ

In the design of welded tension members, consider the following statements: $${\rm I}.\,\,\,\,\,\,\,\,\,$$ The entire cross-sectional area of the connected leg is assumed to contri...

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2003 PYQ

In the design of lacing system for a, built-up steel column, the maximum allowable slenderness ratio of lacing bar is

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1997 PYQ

The cylinder strength of the concrete is less than the cube strength because of

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1992 PYQ

The axial load carrying capacity of a long column of given material. Cross-sectional area, $$A$$ and length, $$L$$ is governed by

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