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Recent questions tagged buckling-of-column
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GATE Civil 2021 Set 2 | Question: 37
An elevated cylindrical water storage tank is shown in the figure. The tank has inner diameter of $\text{1.5 m}$. It is supported on a solid steel circular column of diameter $\text{75 mm}$ and total height $\text{(L)}$ of $\text{4m}$ ... $\text{(h)}$ of the water permissible (in $\text{m}$, $\textit{round off to one decimal place}$) is ________________________
go_editor
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Solid Mechanics
Mar 1, 2021
by
go_editor
5.3k
points
gatecivil-2021-set2
numerical-answers
buckling-of-column
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0
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2
GATE2019 CE-1: 8
Assuming that there is no possibility of shear buckling in the web, the maximum reduction permitted by $\text{IS 800-2007}$ in the (low-shear) design bending strength of a semi-compact steel section due to high shear is zero $\text{25 %}$ $\text{50 %}$ governed bye the area of the flange
Arjun
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Solid Mechanics
Feb 14, 2019
by
Arjun
11.6k
points
gate2019-ce-1
solid-mechanics
structural-engineering
buckling-of-column
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votes
0
answers
3
GATE Civil 2013 | Question: 9
Two steel columns P (length $L$ and yield strength $f_y=250$ MPa) and Q (length $2L$ and yield strength $f_y=500$ MPa) have the same cross-sections and end-conditions. The ratio of buckling load of column P to that of column Q is $0.5$ $1.0$ $2.0$ $4.0$
Milicevic3306
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Solid Mechanics
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
solid-mechanics
structural-engineering
buckling-of-column
0
votes
1
answer
4
GATE2018 CE-1: 4
A column of height $h$ with a rectangular cross-section of size $a \times 2a$ has a buckling load of $P$. If the cross-section is changed to $0.5 a \times 3a$ and its height changed to 1.5$h$, the buckling load of the redesigned column will be $P/12$ $P/4$ $P/2$ $3P/4$
gatecse
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Solid Mechanics
Feb 17, 2018
by
gatecse
4.0k
points
gate2018-ce-1
solid-mechanics
structural-engineering
buckling-of-column
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