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Recent questions tagged design-of-columns
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GATE2015-2-9
A column of size $450 \: mm \times 600\: mm $ has unsupported length of $3.0$ m and is braced against side sway in both directions. According to $IS \: 456:2000$, the minimum eccentricities (in mm) with respect to major and minor principal axes are: $20.0$ and $20.0$ $26.0$ and $21.0$ $26.0$ and $20.0$ $21.0$ and $15.0$
Milicevic3306
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Concrete Structures
Mar 26, 2018
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Milicevic3306
11.9k
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gate2015-ce-2
concrete-structures
structural-engineering
design-of-columns
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2
GATE2015-1-19
The two columns below show some parameters and their possible values. ... $P - I, Q - V, R - VI, S - II$ $P - III, Q - II, R - V, S - IV$
Milicevic3306
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Concrete Structures
Mar 26, 2018
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Milicevic3306
11.9k
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gate2015-ce-1
concrete-structures
structural-engineering
design-of-columns
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3
GATE Civil 2012 | Question: 32
The sketch shows a column with a pin at the base and rollers at the top. It is subjected to an axial force $P$ and a moment $M$ at mid-height. The reaction(s) at R is/are a vertical force equal to $P$ a vertical force equal to $P/2$ a vertical force equal to $P$ an a horizontal force equal to $M/h$ a vertical force equal to $P/2$ and a horizontal force equal to $M/h$
Milicevic3306
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Concrete Structures
Mar 25, 2018
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Milicevic3306
11.9k
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gate2012-ce
structural-engineering
concrete-structures
design-of-columns
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