1
GATE CE 2014 Set 1
MCQ (Single Correct Answer)
+2
-0.6
If the following equation establishes equilibrium in slightly bent position, the mid-span deflection of a member shown in the figure is
$${{{d^2}y} \over {d{x^2}}} + {P \over {EI}}y = 0$$ GATE CE 2014 Set 1 Strength of Materials Or Solid Mechanics - Columns and Struts Question 4 English

If $$'a'$$ is amplitude constant for $$y,$$ then

A
$$y = {1 \over P}\left( {1 - a\,\cos {{2\pi x} \over L}} \right)$$
B
$$y = {1 \over P}\left( {1 - a\,sin{{2\pi x} \over L}} \right)$$
C
$$y = a\,\sin {{n\pi x} \over L}$$
D
$$y = a\,\cos {{n\pi x} \over L}$$
2
GATE CE 2012
MCQ (Single Correct Answer)
+2
-0.6
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 GATE CE 2012 Strength of Materials Or Solid Mechanics - Columns and Struts Question 5 English
A
a vertical force equal to $$P$$
B
a vertical force equal to $$P/2$$
C
a vertical force equal to $$P$$ and a horizontal force equal to $$M/h$$
D
a vertical force equal to $$P/2$$ and a horizontal force equal to $$M/h$$
3
GATE CE 2008
MCQ (Single Correct Answer)
+2
-0.6
Cross-section of a column consisting of two steel strips, each of thickness $$t$$ and width $$b$$ is shown in the figure below. The critical loads of the column with perfect bond and without bond between the strips are $$P$$ and $${P_0}$$ respectively. The ratio $$P/{P_0}$$ is GATE CE 2008 Strength of Materials Or Solid Mechanics - Columns and Struts Question 6 English
A
$$2$$
B
$$4$$
C
$$6$$
D
$$8$$
4
GATE CE 2008
MCQ (Single Correct Answer)
+2
-0.6
A rigid bar $$GH$$ of length $$L$$ is supported by a hinge and a spring of stiffness $$K$$ as shown in the figure below. The buckling load, $${P_{cr}}'$$ for the bar will be GATE CE 2008 Strength of Materials Or Solid Mechanics - Columns and Struts Question 7 English
A
$$0.5$$ $$KL$$
B
$$0.8$$ $$KL$$
C
$$1.0$$ $$KL$$
D
$$1.2$$ $$KL$$
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