Mechanical Engineering
GATE ME topic:solid-mechanics PYQs
Build your understanding with focused practice from past exam papers.
Questions 71–80 of 90. Imported answers require independent review unless marked reviewed.
Question 20
Open questionMENAT1 markNeeds review
A hollow circular shaft of inner radius 10 mm, outer radius 20 mm and length 1 m is to be used as a torsional spring. If the shear modulus of the material of the shaft is 150 GPa, the torsional stiffness of the shaft (in kN-m/rad) is ______ (correct to two decimal places).
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Open questionMEMCQ2 marksNeeds review
The state of stress at a point, for a body in plane stress, is shown in the figure below. If the minimum principal stress is 10 kPa, then the normal stress
(in kPa) is 
Your answerChoose one option.
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Open questionMEMCQ2 marksNeeds review
A carpenter glues a pair of cylindrical wooden logs by bonding their end faces at an angle of
as shown in the figure. 
The glue used at the interface fails if
Criterion 1: the maximum normal stress exceeds 2.5 MPa.
Criterion 2: the maximum shear stress exceeds 1.5 MPa.
Assume that the interface fails before the logs fail. When a uniform tensile stress of 4 MPa is applied, the interface
Your answerChoose one option.
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Open questionMEMCQ2 marksNeeds review
A bar of circular cross section is clamped at ends P and Q as shown in the figure. A torsional moment
is applied at a distance of 100 mm from end P. The torsional reactions
in Nm at the ends P and Q respectively are

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Open questionMEMCQ2 marksNeeds review
A bimetallic cylindrical bar of cross sectional area 1 m
is made by bonding Steel (Young’s modulus = 210 GPa) and Aluminium (Young’s modulus = 70 GPa) as shown in the figure. To maintain tensile axial strain of magnitude
in Steel bar and compressive axial strain of magnitude
in Aluminium bar, the magnitude of the required force P (in kN) along the indicated direction is

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Open questionMENAT2 marksNeeds review
A thin-walled cylindrical can with rigid end caps has a mean radius R = 100 mm and a wall thickness of t = 5 mm. The can is pressurized and an additional tensile stress of 50 MPa is imposed along the axial direction as shown in the figure. Assume that the state of stress in the wall is uniform along its length. If the magnitudes of axial and circumferential components of stress in the can are equal, the pressure (in MPa) inside the can is ________ (correct to two decimal places).

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Open questionMENAT2 marksNeeds review
A simply supported beam of width 100 mm, height 200 mm and length 4 m is carrying a uniformly distributed load of intensity 10 kN/m. The maximum bending stress (in MPa) in the beam is __________ (correct to one decimal place).

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Open questionMENAT2 marksNeeds review
The true stress (σ) - true strain (ε) diagram of a strain hardening material is shown in figure. First, there is loading up to point A, i.e., up to stress of 500 MPa and strain of 0.5. Then from point A, there is unloading up to point B, i.e., to stress of 100 MPa. Given that the Young’s modulus E = 200 GPa, the natural strain at point B (ε
) is ________ (correct to three decimal places). 
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Open questionME-2NAT1 markNeeds review
The state of stress at a point is
and
. The maximum normal stress (in MPa) at that point is __________Log in to check the answer
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Open questionME-2NAT1 markNeeds review
For a loaded cantilever beam of uniform cross-section, the bending moment (in N·mm) along the length is
, where
is the distance (in mm) measured from the free end of the beam. The magnitude of shear force (in N) in the cross-section at
is __________Log in to check the answer
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