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MCQ Questions for CBSE Class 12 with Answers
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Strength of Material MCQ Interview Questions and Answers
1.
Strain is defined as the ratio of
change in volume to original volume
change in length to original length
change in cross-sectional area to original cross-sectional area
any one of the above
none of the above.
2.
Hooke’s law holds good up to
yield point
limit of proportionality
breaking point
elastic limit
plastic limit.
3.
Young’s modulus is defined as the ratio of
volumetric stress and volumetric strain
lateral stress and lateral strain
longitudinal stress and longitudinal strain
shear stress to shear strain
longitudinal stress and lateral strain.
4.
The unit of Young’s modulus is
mm/mm
kg/cm
kg
kg/cm2
kg cm2.
5.
Deformation per unit length in the direction of force is known as
strain
lateral strain
linear strain
linear stress
unit strain.
6.
It equal and opposite forces applied to a body tend to elongate it, the stress so produced is called
internal resistanpe
tensile stress
transverse stress
compressive stress
working stress.
7.
The materials having same elastic properties in all directions are called
ideal materials
uniform materials
isotropic materials
paractical materials
elastic materials.
8.
A thin mild steel wire is loaded by adding loads in equal increments till it breaks. The extensions noted with increasing loads will behave as under
uniform throughout
increase uniformly
first increase and then decrease
increase uniformly first and then increase rapidly
increase rapidly first and then uniformly.
9.
Modulus of rigidity is defined as the ratio of
longitudinal stress and longitudinal strain
volumetric stress and volumetric strain
lateral stress and lateral strain
shear stress and shear strain
linear stress and lateral strain.
10.
If the radius of wire stretched by a load is doubled, then its Young’s modulus will be
doubled
halved
become four times
become one-fourth
remain unaffected.
11.
The ultimate tensile stress of mild steel compared to ultimate compressive stress is
same
more
less
more or less depending on other factors
unpredictable.
12.
Tensile strength of a material is obtained by dividing the maximum load during the test by the
area at the time of fracture
original cross-sectional area
average of (a) and (b)
minimum area after fracture
none of the above.
13.
The impact strength of a material is an index of its
toughness
tensile strength
capability of being cold worked
hardness
fatigue strength.
14.
The Young’s modulus of a wire is defined as the stress which will increase the length of wire compared to its original length
half
same amount
double
one-fourth
four times.
15.
Percentage reduction of area in performing tensile test on cast iron may be of the order of
50%
25%
0%
15%
60%.
16.
The intensity of stress which causes unit strain is called
unit stress
bulk modulus
modulus of rigidity
modulus of elasticity
principal stress.
17.
True stress-strain curve for materials is plotted between
load/original cross-sectional area and change in length/original length
load/instantaneous cross-sectional area original area and log.
load/instantaneous cross-sectional area and change in length/original length
load/instantaneous area and instantaneous area/original area
none of the above.
18.
During a tensile test on a specimen of 1 cm cross-section, maximum load observed was 8 tonnes and area of cross-section at neck was 0.5 cm2. Ultimate tensile strength of specimen is
4 tonnes/cm2
8 tonnes/cm2
16 tonnes/cm2
22 tonnes/cm2
none of the above.
19.
For steel, the ultimate strength in shear as compared to in tension is nearly
same
half
one-third
two-third
one-fourth.
20.
Which of the following has no unit
kinematic viscosity
surface tension
bulk modulus
strain
elasticity.
21.
Which is the false statement about true stress-strain method
It does not exist
It is more sensitive to changes in both metallurgical and mechanical conditions
It gives, a more accurate picture of the ductility
It can be correlated with stress-strain values in other tests like torsion, impact, combined stress tests etc.
It can be used for compression tests as well.
22.
In a tensile test on mild steel specimen, the breaking stress as compared to ultimate tensile stress is
more
less
same
more/less depending on composition
may have any value.
23.
If a part is constrained to move and heated, it will develop
principal stress
tensile stress
compressive stress
shear stress
no stress.
24.
Which of the following materials is most elastic
rubber
plastic
brass
steel
glass.
25.
The value of modulus of elasticity for mild steel is of the order of
2.1xl05 kg/cm2
2.1 X 106 kg/cm2
2.1 x 107 kg/cm2
0.1 xlO6 kg/cm2 () 3.8 x 106 kg/cm2.
26.
The value of Poisson’s ratio for steel is between
0.01 to 0.1
0.23 to 0.27
0.25 to 0.33
0.4 to 0.6
3 to 4.
27.
The buckling load for a given material depends on
slenderness ratio and area of cross-section
Poisson’s ratio and modulus of elasticity
slenderness ratio and modulus of elasticity
slenderness ratio, area of cross-section and modulus of elasticity
Poisson’s ratio and slenderness ratio.
28.
The total elongation produced in a bar of uniform section hanging vertically downwards due to its own weight is equal to that produced by a weight
of same magnitude as that of bar and applied at the lower end
half the weight of bar applied at lower end
half of the square of weight of bar applied at lower end
one-fourth of weight of bar applied at lower end
none of the above.
29.
The property of a material by virtue of which a body returns to its original, shape after removal of the load is called
plasticity
elasticity
ductility
malleability
resilience.
30.
The materials which exhibit the same elastic properties in all directions are called
homogeneous
inelastic
isotropic
isentropic
visco-elastic.
31.
The value of Poisson’s ratio for cast iron is
0.1 to 0.2
0.23 to 0.27
0.25 to 0.33
0.4 to 0.6
3 to 4.
32.
The property of a material which allows it to be drawn into a smaller section is called
plasticity
ductility
elasticity
malleability
drawabihty.
33.
Poisson’s ratio is defined as the ratio of
longitudinal stress and longitudinal strain
longitudinal stress and lateral stress
lateral stress and longitudinal stress
lateral stress and lateral strain
none of the above.
34.
For which material the Poisson’s ratio is more than unity
steel
copper
aluminium
cast iron
none of the above.
35.
The property of a material by virtue of which it can be beaten or rolled into plates is called
malleability
ductility
plasticity
elasticity
reliability.
36.
The change in the unit volume of a material under tension with increase in its Poisson’s ratio will ,
increase
decrease
remain same
increase initially and then decrease
unpredictable.
37.
The percentage reduction in area of a cast iron specimen during tensile test would be of the order of
more than 50%
25—50%
10—25%
5—10%
negligible.
38.
If a material expands freely due to heating it will develop
thermal stresses
tensile stress
bending
compressive stress
no stress.
39.
In a tensile test, near the elastic limit zone, the
tensile strain increases more quickly
tensile strain decreases more quickly
tensile strain increases in proportion to the stress
tensile strain decreases in proportion to the stress
tensile strain remains constant.
40.
The stress necessary to initiate yielding is
considerably greater than that necessary to continue it
considerably lesser than that necessary to continue it
greater than that necessary to stop it
lesser than that necessary to stop it
equal to that necessary to stop it.
41.
In the tensile test, the phenomenon of slow extension of the material, i. e. stress increasing with the time at a constant load is called
creeping
yielding
breaking
plasticity
none of the above.
42.
The stress developed in a material at breaking point in extension is called
breaking stress
fracture stress
yield point stress
ultimate tensile stress
proof stress.
43.
Rupture stress is
breaking stress
maximum load/original cross-sectional area
load at breaking point/A
load at breaking point/neck area
maximum stress.
44.
The elasticity of various materials is controlled by its
ultimate tensile stress
proof stress
stress at yield point
stress at elastic limit
tensile stress.
45.
The ratio of lateral strain to the linear strain within elastic limit is known as
Young’s modulus
bulk modulus
modulus of rigidity
modulus of elasticity
Poisson’s ratio.
46.
The ratio of direct stress to volumetric strain in case of a body subjected to three mutually perpendicular stresses of equal intensity, is equal to
Young’s modulus
bulk modulus
modulus of rigidity
modulus of elasticity
Poisson’s ratio.
47.
The stress at which extension of the material takes place more quickly as compared to the increase in load is called
elastic point of the material
plastic point of the material
breaking point of the material
yielding point of the material
ultimate point of the material.
48.
In question 56, the internal reaction in bottom 80 cm length will be
same in both cases
zero in first case
different in both cases
data are not sufficient to determine same
none of the above.
49.
Flow stress corresponds to
fluids in motion
breaking point
plastic deformation of solids
rupture stress
none of the above.
50.
When it is indicated that a member is elastic, it means that when force is applied, it will
not deform
be safest
stretch
not stretch
none of the above.
51.
The energy absorbed in a body, when it is strained within the elastic limits, is known as
strain energy
resilience
proof resilience
modulus of resilience
toughness..
52.
Resilience of a material is considered when it is subjected to
frequent heat treatment
fatigue
creep
shock loading
resonant condition.
53.
The maximum strain energy that can be stored in a body is known as
impact energy
resilience
proof resilience
modulus of resilience
toughness.
54.
The total strain energy stored in a body is termed as
resilience
proof resilience
modulus of resilience
toughness
impact energy.
55.
Proof resilience per material is known as
resilience
proof resilience
modulus of resilience
toughness
impact energy.
56.
The stress induced in a body due to suddenly applied load compared to when it is applied gradually is
same
half
two times
four times
none of the above.
57.
The strain energy stored in a body due to suddenly applied load compared to when it is applied gradually is
same
twice
four times
eight times
half.
58.
A material capable of absorbing large amount of energy before fracture is known as
ductility
toughness
resilience
shock proof
plasticity.
59.
A beam is loaded as cantilever. If the load at the end is increased, the failure will occur
in the middle
at the tip below the load
at the support
anywhere
none of the above.
60.
A non-yielding support implies that the
support is frictionless
support can take any amount of reaction
support holds member firmly
slope of the beam at the support is zero
none of the above.
61.
The ratio of elongation in a prismatic bar due to its own weight (W) as compared to another similar bar carrying an additional weight (W) will be
1:2
1 : 3
1 : 4
1 : 2.5
1 : 2.25.
62.
In a prismatic member made of two materials so joined that they deform equally under axial stress, the unit stresses in two materials are
equal
proportional to their respective moduli of elasticity
inversely proportional to their moduli of elasticity
average of the sum of moduli of elas-ticity
none of the above.
63.
In riveted boiler joints, all stresses, shearing, bearing and tensile are based on the
size of rivet
size of the drilled or reamed hole
average of size of rivet and hole
smaller of the two
any one of the above.
64.
The distance between the centres of the rivets in adjacent rows of zig-zag riveted joint is known as
pitch
back pitch
diagonal pitch
diametral pitch
lap.
65.
Efficiency of a riveted joint is the ratio of its strength (max. load it can resist without failure) to the strength of the unpunched plate in
tension
compression
bearing
any one of the above
none of the above.
66.
When two plates are butt together and riveted with cover plates with two rows of rivets, the joi;it is known as
lap point
butt joint
single riveted single cover butt joint
double riveted double cover butt joint
single riveted double cover butt joint.
67.
A riveted joint in which every rivet of a row is opposite to other rivet of the outer row, is known as
chain riveted joint
diamond riveted joint
criss-cross riveted joint
zig-zag riveted joint
none of the above.
68.
A riveted joint in which the number otrivets decrease from innermost to outer most row is called
chain riveted joint
diamond riveted joint
criss-cross riveted joint
zig-zag riveted joint
none of the above.
69.
If the rivets in adjacent rows are staggered and the outermost row has only one rivet, the arrangement of the rivets is called
chain riveting
zig zag riveting
diamond riveting
criss-cross riveting
none of the above.
70.
Diamond riveted joint can be adopted in the case of following type of joint
butt joint
lap joint
double riveted lap joints
all types of joints
none of the above.
71.
Rivets are made of following type of material
tough
hard
resilient
ductile
malleable.
72.
The weakest section of a diamond riveting is the section which passes through
the first row
the second row
the central row
one rivet hole of the end row
none of the above.
73.
The deformation of a bar under its own weight compared to the deformation of same body subjected to a direct load equal to weight of the body is
same
double
half
four times
one-fourth.
74.
The force acting along the circumference will cause stress in the walls in a direction normal to the longitudinal axis of cylinder; this stress is called
longitudinal stress
hoop stress
yeiled stress
ultimate stress
none of the above.
75.
A boiler shell 200 cm diameter and plate thickness 1.5 cm is subjected to internal pressure of 1.5 MN/m , then the hoop stress will be
30 MN/m2
50 MN/m2
100 MN/m2
200 MN/m2
300 MN/m2.
76.
A cylindrical section having no joint is known as
jointless section
homogeneous section
perfect section
manufactured section
seamless section.
77.
Longitudinal stress in a thin cylinder is
equal to the hoop stress
twice the hoop stress
half of the hoop stress
one-fourth of hoop stress
four times the hoop stress.
78.
The safe twisting moment for a compound shaft is equal to the
maximum calculated value
minimum calculated value
mean value
extreme value
none of the above.
79.
The torsional rigidity of a shaft is expressed by the
maximum torque it can transmit
number of cycles it undergoes before failure
elastic limit up to which it resists torsion, shear and bending stresses
torque required to produce a twist of one radian per unit length of shaft
maximum power it can transmit at highest possible-speed.
80.
The value of shear stress which is induced in the shaft due to the applied couple varies
from maximum at the center to zero at the circumference
from zero at the center to maximum at the circumference
from maximum at the center to mini-mum at the cricumference
from minimum at the centro to maxi-mum at the circumference
none of the above.
81.
A key is subjected to side pressure as well at shearing forces. These pressures are called
bearing stresses
fatigue stresses
crushing stresses
resultant stresses
none of the above.
82.
In a belt drive, the pulley diameter is doubled, the belt tension and pulley width remaining same. The changes required in key will be
increase key length
increase key depth
increase key width
double all the dimensions
none of the above.
83.
Shear stress induced in a shaft subjected to tension will be
maximum at periphery and zero at center
maximum at center
uniform throughout
average value in center
none of the above.
84.
If rain is falling in the opposite direction of the movement of a pedestrain, he has to hold his umbrella
more inclined when moving
less inclined when moving
more inclined when standing
less inclined when standing
none of the above.
85.
A projectile is fired at an angle 9 to the vertical. Its horizontal range will be maximum when 9 is
0°
30°
45°
60°
90°.
86.
Limiting force of friction is the
tangent of angle between normal-reaction and the resultant of normal reaction and limiting friction
ratio of limiting friction and normal reaction
the friction force acting when the body is just about to move
the friction force acting when the body is in motion
minimum force of friction.
87.
Coulomb friction is the friction between
bodies having relative motion
two dry surfaces
two lubricated surfaces
solids and liquids
electrically charged particles.
88.
Dynamic friction as compared to static friction is
same
more
less
may be less of more depending on nature of surfaces and velocity
has no correlation.
89.
Tangent of angle of friction is equal to
kinetic friction
limiting friction
angle of repose
coefficient of friction
friction force.
90.
Kinetic friction is the
tangent of angle between normal reaction and the resultant of normal reaction and the limiting friction
ratio of limiting friction and normal reaction
the friction force acting when the body is just about to move
the friction force acting when the body is in motion
dynamic friction.
91.
The effort required to lift a load W on a screw jack with helix angle a and angle of friction
Wtan(a + <)>)
Wtan(a-<)>)
Wcos(a + )
Wsin(a + <(>)
W (sin a + cos ).
92.
A semi-circular disc rests on a horizontal surface with its top flat surface horizontal and circular portion touching down. The coefficient of friction between semi-cricular disc and horizontal surface is i. This disc is to be pulled by a horizontal force applied at one edge and it always remains horizontal. When the disc is about to start moving, its top horizontal force will
remain horizontal
slant up towards direction of pull
slant down towards direction of pull
unpredictable
none of the above.
93.
A particle inside a hollow sphere of radius r, having coefficient of friction -rr can rest upto height of
r/2
r/A
r/%
0.134 r
3r/8.
94.
The algebraic sum of moments of the forces forming couple about any point in their plane is
equal to the moment of the couple
constant
both of above are correct
both of above are wrong
none of the above.
95.
A single force and a couple acting in the same plane upon a rigid body
balance each other
cannot balance each other
produce moment of a couple
are equivalent
none of the above.
96.
. If three forces acting in one plane upon a rigid body, keep it in equilibrium, then they must either
meet in a point
be all parallel
at least two of them must meet
all the above are correct
none of the above.
97.
. The maximum frictional force which comes into play when a body just begins to slide over another surface is called
limiting friction
sliding friction
rolling friction
kinematic friction
dynamic friction.
98.
. The co-efficient of friction depends upon
nature of surfaces
area of contact
shape of the surfaces
ail of the above.
(a) and (b) above.
99.
. The necessary condition for forces to be in equilibrium is that these should be
coplanar
meet at one point ;
both (a) and (b) above
all be equal
something else.
100.
. If three forces acting in different planes can be represented by a triangle, these will be in
non-equilibrium
partial equilibrium
full equilibrium
unpredictable
none of the above.
101.
. If n = number of members andy = number of joints, then for a perfect frame, n =
j-2
2j-l
2/-3
3/-2
2/ -4.
102.
. A body moves, from rest with a constant acceleration of 5 m per sec. The distance covered in 5 sec is most nearly (C) 96 m
38 m
62.5 m
124 m
240 m.
103.
. 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
500.
104.
Which of the following is the locus of a point that moves in such a manner that its distance from a fixed point is equal to its distance from a fixed line multiplied by a constant greater than one
ellipse
hyperbola
parabola
circle
none of the above.
105.
. Which of the following is not the unit of energy
kg m
kcal
wattr
watt hours
kg m x (m/sec)2.
106.
. A sample of metal weighs 219 gms in air, 180 gms in water, 120 gms in an unknown fluid. Then which is correct statement about density of metal
density of metal can’t be determined
metal is twice as dense as water
metal will float in water
metal is twice as dense as unknown fluid
none of the above.
107.
. The C.G. of a solid hemisphere lies on the central radius 3r
at distance — from the plane base 3r
at distance — from the plane base 3r
at distance — from the plane base 3r
at distance — from the plane base or
at distance — from the plane base.
108.
. 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
rectangle.
109.
. The C.G. of a right circular solid cone of height h lies at the following distance from the base
h/2
J/3
h/6
h/4
3/i/5.
110.
. The M.I. of hollow circular section about a central axis perpendicular to section as compared to its M.I. about horizontal axis is
same
double
half
four times
one fourth.
111.
. Which of the following is the example of lever of first order
arm of man
pair of scissors
pair of clinical tongs
all of the above
none of the above.
112.
. A pair of smith’s tongs is an example of the lever of
zeioth order
first order
second order
third order
fourth order.
113.
. 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
none of the above.
114.
. The angle which an inclined plane makes with the horizontal when a body placed on it is about to move down is known as angle of
friction
limiting friction
repose
kinematic friction
static friction.
115.
. In actual machines
mechanical advantage is greater than velocity ratio
mechanical advantage is equal to velocity ratio
mechanical advantage is less than velocity ratio
mechanical advantage is unity
none of the above.
116.
. In ideal machines
mechanical advantage is greater than velocity ratio
mechanical advantage is equal to velocity ratio
mechanical advantage is less than velocity ratio
mechanical advantage is unity
none of the above.
117.
. A cable with a uniformly distributed load per horizontal metre run will take the following shape
straight line
parabola
hyperbola
elliptical
part of a circle.
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