Aerospace Engineering
GATE AE concept:stress PYQs
Build your understanding with focused practice from past exam papers.
Questions 11–20 of 36. Imported answers require independent review unless marked reviewed.
Question 52
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The state of stress at a point is caused by two separate loading cases. One of them produces a pure uniaxial tension along the
direction, and other one produces a pure uniaxial compression along the
direction, as shown in the figure. The sum of maximum and minimum principal stresses for the resultant state of stress caused by both loads acting simultaneously is __________ N/mm
(rounded off to 1 decimal place). 
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Which of the following statement(s) is/are true about the state of stress in a plane?
Your answerSelect all correct options. You can choose more than one.
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The thickness of a uniform hollow circular shaft is equal to the difference between the outer radius and the inner radius. The ratio of the inner diameter to outer diameter of the shaft is 0.5. For the shaft reacting to an applied torque, the ratio of the maximum shear stress
to the maximum shear stress
obtained using the thin-wall approximation is ______. (round off to one decimal place)Log in to check the answer
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A beam with a symmetrical T-shaped cross-section, as shown in the figure, is subjected to pure bending. The maximum magnitude of the normal stress is realised:

Your answerChoose one option.
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Let
and
represent the normal stress and shear stress on a plane, respectively. The Mohr circle(s) that may possibly represent the state of stress at points in a beam of rectangular cross-section under pure bending is/are:Your answerSelect all correct options. You can choose more than one.
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An isotropic linear elastic material point under plane strain condition in the x-y plane always obeys:
Your answerSelect all correct options. You can choose more than one.
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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 33
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The two-dimensional plane-stress state at a point is:
The normal stress,
, on a plane inclined 45° as shown in the figure is ___
(round off to the nearest integer). 
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Given: The tip deflection and tip slope for a tip loaded cantilever of length
are:
and
, respectively, where
is the tip force and
is the flexural rigidity.A cantilever
of rectangular cross-section is subjected to transverse load,
, at its mid-point. Two cases are considered as shown in the figure. In Case I, the end
is free and in Case II,
is simply supported.The ratio of the magnitude of the maximum bending stress at
in Case I to that in Case II is ______ (rounded off to one decimal place).
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A simply supported Aluminium column of length 1 m and rectangular cross-section
with
, is subjected to axial compressive loading.Young’s modulus is 70 GPa. Yield stress under uniaxial compression is 120 MPa.
The value of
at which the failure load for yielding and buckling coincide is ______ mm.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 59
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A 0.5 m long thin-walled circular shaft of radius 2 cm is to be designed for an axial load of 7.4 kN and a torque of 148 Nm applied at its tip, as shown in the figure.
The allowable stress under uniaxial tension is 100 MPa.
Using maximum principal stress criterion, the minimum thickness,
, of the shaft so that it does not fail is ______ mm (rounded off to the nearest integer).
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