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Strength of Materials Or Solid Mechanics
Centroid and Moment of Inertia
Marks 1Marks 2
Torsion
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
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1
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
In the cantilever beam $$PQR$$ shown in figure below, the segment $$PQ$$ has flexural $$EI$$ and the segment $$QR$$ has infinite flexural rigidity GATE CE 2010 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 8 English

The deflection of the beam at $$' R '$$ is

A
$${{8W{L^3}} \over {EI}}$$
B
$${{5W{L^3}} \over {6EI}}$$
C
$${{7W{L^3}} \over {3EI}}$$
D
$${{8W{L^3}} \over {6EI}}$$
2
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
In the cantilever beam $$PQR$$ shown in figure below, the segment $$PQ$$ has flexural $$EI$$ and the segment $$QR$$ has infinite flexural rigidity GATE CE 2010 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 9 English

The deflection and slope of the beam at $$'Q'$$ are respectively

A
$${{5W{L^3}} \over {6EI}}$$ and $${{3W{L^2}} \over {2EI}}$$
B
$${{W{L^3}} \over {6EI}}$$ and $${{W{L^2}} \over {2EI}}$$
C
$${{W{L^3}} \over {2EI}}$$ and $${{W{L^2}} \over {EI}}$$
D
$${{W{L^3}} \over {3EI}}$$ and $${{3W{L^2}} \over {2EI}}$$
3
GATE CE 2008
MCQ (Single Correct Answer)
+2
-0.6
The stepped cantilever is subjected to moments, $$M$$ as shown in the figure below. The vertical deflection at the free end (neglecting the self weight) is GATE CE 2008 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 12 English
A
$${{M{L^2}} \over {8EI}}$$
B
$${{M{L^2}} \over {4EI}}$$
C
$${{M{L^2}} \over {2EI}}$$
D
zero
4
GATE CE 2008
MCQ (Single Correct Answer)
+2
-0.6
Beam $$GHI$$ is supported by these pontoons as shown in the figure below. The horizontal cross sectional area of each pontoon is $$8\,\,{m^2},$$ the flexural rigidity of the beam is $$10000$$ $$kN$$-$${m^2}$$ and the unit weight of water is $$10$$ $$kN$$/$${m^3}$$. GATE CE 2008 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 11 English

When the middle pontoon is removed, the deflection at $$H$$ will be

A
$$0.2$$
B
$$0.4$$ $$m$$
C
$$0.6$$ $$m$$
D
$$0.8$$ $$m$$
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Questions Asked from Marks 2
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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