Strength of Materials Or Solid Mechanics
Centroid and Moment of Inertia
Marks 1Marks 2
Pure Bending
Marks 1Marks 2
Shear Stress In Beams
Marks 1Marks 2
Strain Energy Method
Marks 1Marks 2
Columns and Struts
Marks 1Marks 2
Complex Stress
Marks 1Marks 2
Deflection of Beams
Marks 1Marks 2
Thin Cylinder
Marks 1Marks 2
Simple Stresses
Marks 1Marks 2
Shear Force and Bending Moment
Marks 1Marks 2
Propped Cantilever Beam
Marks 1Marks 2
1
GATE CE 2024 Set 2
MCQ (Single Correct Answer)
+2
-0.833

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 coefficient of thermal expansion of steel is $12 \times 10^{-6}$ $^{\circ}$C. Consider the effective length of the steel bar as $0.5l$ and neglect the self-weight of the bar.

The differential increase in temperature (rounded off to the nearest integer) at which the bar buckles is

A

298 $^{\circ}$C

B

85 $^{\circ}$C

C

400 $^{\circ}$C

D

250 $^{\circ}$C

2
GATE CE 2017 Set 1
Numerical
+2
-0
Consider two axially loaded columns, namely. $$1$$ and $$2,$$ made of a linear elastic material with Young's modulus $$2 \times {10^5}\,\,MPa,$$ square cross-section with side $$10$$ $$mm$$, and length $$1$$ $$m.$$ For Column $$1,$$ one end is fixed and the other end is free. For column $$2,$$ one end is fixed and the other end is pinned. Based on the Euler's theory, the ratio (up to one decimal place) of the buckling load of Column $$2$$ to the buckling load of column $$1$$ is ___________
Your input ____
3
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
$$y = a\,\cos {{n\pi x} \over L}$$
4
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 $$M/h$$
GATE CE Subjects
Engineering Mechanics
Strength of Materials Or Solid Mechanics
Structural Analysis
Construction Material and Management
Reinforced Cement Concrete
Steel Structures
Geotechnical Engineering
Fluid Mechanics and Hydraulic Machines
Hydrology
Irrigation
Geomatics Engineering Or Surveying
Environmental Engineering
Transportation Engineering
Engineering Mathematics
General Aptitude