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Skill Assessments
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Engineering & Manufacturing
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Mechanical Engineering Skill Assessment
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Quiz # 45
Mechanical Engineering Quiz # 45
Instructions
Quiz:
Mechanical Engineering Quiz # 45
Subject:
Strength Of Materials
Total Questions:
1465 MCQs
Time:
1465 Minutes
Note
Do not refresh the page while taking the test.
Results along with correct answers will be shown at the end of the test.
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Mechanical Engineering Quiz # 45
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Question
1
of 1465
00:00
Dynamic friction as compared to static friction is
Same
More
Less
May be less of more depending on nature of surfaces and velocity
The property of a material by which it can be beaten or rolled into thin plates, is called
Malleability
Ductility
Plasticity
Elasticity
A closely coiled helical spring of radius R, contains n turns and is subjected to an axial load W. If the radius of the coil wire is r and modulus of rigidity of the coil material is C, the deflection of the coil is
WR3n/Cr4
2WR3n/Cr4
3WR3n/Cr4
4WR3n/Cr4
In the lever of third order, load W, effort P and fulcrum F are oriented as follows
W between P and F
F between W and P
P between W and F
W, P and F all on one side
In the cantilever truss as shown in below figure, the horizontal component of the reaction at A, is
30 tonnes
60 tonnes
90 tonnes
120 tonnes
The property by which a body returns to its original shape after removal of the force, is called
Plasticity
Elasticity
Ductility
Malleability
Forces are called coplanar when all of them acting on body lie in
One point
One plane
Different planes
Perpendicular planes
The slenderness ratio of a vertical column of a square cross-section of 2.5 cm sides and 300 cm length, is
200
240
360
416
The stress necessary to initiate yielding, is considerably
More than that necessary to continue it
Less than that necessary to continue it
More than that necessary to stop it
Less than that necessary to stop it
Which of the following is not a scalar quantity?
Time
Mass
Volume
Acceleration
Influence lines are drawn for structures
Of any type
Statically determinate
Pin-jointed truss
None of these
A cast iron T section beam is subjected to pure bending. For maximum compressive stress to be three times the maximum tensile stress, centre of gravity of the section from flange side is
H/4
H/3
H/2
2/3 h
The units of moment of inertia of an area are
Kg m²
M4
Kg/m²
M3
The radius of gyration of a rectangular section is not proportional to
Square root of the moment of inertia
Square root of the inverse of the area
Square root of the moment of inertia divided by area of the section
None of these
Ties are load carrying members of a frame, which are subjected to
Transverse loads
Axial tension loads
Axial compressive loads
Torsional loads
On the ladder resting on the ground and leaning against a smooth vertical wall, the force of friction will be
Downwards at its upper end
Upwards at its upper end
Perpendicular to the wall at its upper end
Zero at its upper end
The phenomenon of slow extension of materials having constant load, i.e. increasing with the time is called
Creeping
Yielding
Breaking
None of these
The maximum deflection of
A simply supported beam carrying a uniformly increasing load from either end and having the apex at the mid span is WL3 /60EI
A fixed ended beam carrying a distributed load over the span is WL3 /384EI
A fixed ended beam carrying a concentrated load at the mid span is WL3 /192EI
All the above
A flywheel on a motor goes from rest to 1000 rpm in 6 sec. The number of revolutions made is nearly equal to
25
50
100
250
The B.M. of a cantilever beam shown in below figure at A, is
Zero
8 Tm
12 Tm
20 Tm
A cantilever carries is uniformly distributed load W over its whole length and a force W acts at its free end upward. The net deflection of the free end will be
Zero
(5/24) (WL3/EI) upward
(5/24) (WL3/EI) downward
None of these
The C.G. of a plane lamina will not be at its geometrical centre in the case of a
Right angled triangle
Equilateral triangle
Square
Circle
Struts are load carrying members of a frame structure which are subjected to
Axial tension loads
Axial compressive loads
Torsional loads
Transverse loads
Strain energy of a member may be equated to
Average resistance × displacement
½ stress × strain × area of its cross-section
½ stress × strain × volume of the member
½ (stress)2 × volume of the member + Young's modulus E
A force acting on a body may
Introduce internal stresses
Balance the other forces acting on it
Retard its motion
All of the above
A simply supported beam (l + 2a) with equal overhangs carries a uniformly distributed load over the whole length, the B.M. changes sign if
L > 2a
L < 2a
L = 2a
L = 4a
The stress in the wall of a cylinder in a direction normal to its longitudinal axis, due to a force acting along the circumference, is known as
Yield stress
Longitudinal stress
Hoop stress
Circumferential stress
According to principle of moments
If a system of coplanar forces is in equilibrium, then their algebraic sum is zero
If a system of coplanar forces is in equilibrium, then the algebraic sum of their moments about any point in their plane is zero
The algebraic sum of the moments of any two forces about any point is equal to moment of their resultant about the same point Positive and negative couples can be balanced
The ratio of strengths of solid to hollow shafts, both having outside diameter D and hollow having inside diameter D/2, in torsion, is
1/4
1/2
1/16
15/15
Along the neutral axis of a simply supported beam
Fibres do not undergo strain
Fibres undergo minimum strain
Fibres undergo maximum strain
None of these
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