Civil Engineering
GATE CE Solid Mechanics PYQs
Build your understanding with focused practice from past exam papers.
Questions 21–30 of 61. Imported answers require independent review unless marked reviewed.
Question 53
Open questionCENAT2 marksNeeds review
The infinitesimal element shown in the figure (not to scale) represents the state of stress at a point in a body. What is the magnitude of the maximum principal stress (in N/mm
, in integer) at the point? ______________________________ 
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Open questionceNAT2 marksNeeds review
The cross-section of a girder is shown in the figure (not to scale). The section is symmetric about a vertical axis (Y-Y). The moment of inertia of the section about the horizontal axis (X-X) passing through the center is ______ cm
(round off to nearest integer).

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Open questionCE-2NAT2 marksNeeds review
A 2D thin plate with modulus of elasticity,
N/m
, and Poisson’s ratio,
, is in plane stress condition. The displacement field in the plate is given by
and
, where
and
are displacements (in m) along the
and
directions, respectively, and
is a constant (in m
). The distances x and y along
and
, respectively, are in m. The stress in the
direction is
N/m
, and the shear stress is
N/m
. What is the value of
(in N/m
, in integer)? ____________Log in to check the answer
You can attempt this question now. Sign in to view the answer key, explanations and discussion.Log in to check answerQuestion 13
Open questionCEMCQ1 markNeeds review
The hoop stress at a point on the surface of a thin cylindrical pressure vessel is computed to be 30.0 MPa. The value of maximum shear stress at this point is
Your answerChoose one option.
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Open questionCEMCQ1 markNeeds review
For a linear elastic and isotropic material, the correct relationship among Young’s modulus of elasticity (
), Poisson’s ratio (
), and shear modulus (
) isYour answerChoose one option.
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You can attempt this question now. Sign in to view the answer key, explanations and discussion.Log in to check answerQuestion 16
Open questionCEMCQ1 markNeeds review
Consider the cross-section of a beam made up of thin uniform elements having thickness
(
) shown in the figure. The
coordinates of the points along the center-line of the cross-section are given in the figure. The coordinates of the shear center of this cross-section are: 
Your answerChoose one option.
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Open questionCENAT1 markNeeds review
The components of pure shear strain in a sheared material are given in the matrix form:
Here,
. Given,
and
.The numerical value of
is ________ (in integer)Log in to check the answer
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Open questionCEMCQ2 marksNeeds review
A semi-circular bar of radius
m, in a vertical plane, is fixed at the end G, as shown in the figure. A horizontal load of magnitude
kN is applied at the end H. The magnitude of the axial force, shear force, and bending moment at point Q for
, respectively, are 
Your answerChoose one option.
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Open questionCENAT2 marksNeeds review
Consider two linearly elastic rods
and
, each of length
, as shown in the figure. The rods are co-linear, and confined between two fixed supports at
and
. Both the rods are initially stress free. The coefficient of linear thermal expansion is
for both the rods. The temperature of the rod
is raised by
, whereas the temperature of rod
remains unchanged. An external horizontal force
is now applied at the node
. It is given that
,
,
,
. The axial rigidities of the rods
and
are
and
, respectively. 
To make the axial force in rod
equal to zero, the value of the external force
(in N) is ________. (round off to the nearest integer)Log in to check the answer
You can attempt this question now. Sign in to view the answer key, explanations and discussion.Log in to check answerQuestion 19
Open questionCENAT1 markNeeds review
A solid circular torsional member OPQ is subjected to torsional moments as shown in the figure (not to scale).

The yield shear strength of the constituent material is 160 MPa.
The absolute maximum shear stress in the member (in MPa, round off to one decimal place) is
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