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WorksheetsQuiz 02 (Elasticity)
Total questions: 20
Worksheet time: 20mins
Unit of stress is
N/m
N.m
N/m2
N.m2
Young's Modulus of material of a wire is that stress which
does not change the length of the wire
doubles the length of the wire
increase the length of the wire by 50%
decrease the area of cross section of the wire to half
Steel is
more elastic than rubber
less elastic than rubber
not elastic but is plastic
same elastic as rubber
A steel wire is of length 1 m and the area of cross-section 1 cm2. If Young's modulus of steel is 1011 N/m2 the force required to elongate the wire by 1 mm is
103 N
104 N
105 N
103 N
The internal energy per unit volume of a stretched wire is
21stress.strain
21force.strain
stress.strain
force.strain
The elastic potential energy of a wire stretched by a force F is U. If the same wire is stretched by a force 2F, its potential energy will be
U/2
2U
4U
U2
two wire A and B are of same metal. If the length of wire A is half of the length of the wire B and radius of wire A is twice of wire B, then on increasing their lengths by same amount, the force applied on A as compared to B should be
3/8 times
2 times
4 times
8 times
A steel wire of length l increases by
δl due to its own weight. The fractional change in its volume will be(1+σ) lδl
(1−σ) lδl
(1+2σ) lδl
(1−2σ) lδl
The increase in length of a unit cube on applying a force F at each face normally is
YF(1+2σ)
YF(1−2σ)
F(1−σ)Y
F(1+σ)Y
If Y, K and σ be the Young's modulus, Bulk Modulus and Poisson's ratio of a material then
Y=Kσ
Y=3K(1−2σ)
Y=3(1−2σ)
Y=3σ
The correct relationship is
Y>η
σ<−1
σ=2ηY
σ=Y3K
Y, K and η are related as
Y(3η1+K1)=3
Y(η1+3K1)=3
Y(η3+K1)=3
Y(η1+K3)=3
In relation
Y=AK+η9Kη the unknown A is3
2
6
1
The practical value of Poisson's ratio of a substance is
between -1 and 0.5
between 0 and 0.5
more than 0, but less than 0.5
all of the above
the theoretical value of Poisson's ratio lies in between
+1 and 0.5
+0.5 and -1
+0.5 and -0.5
+1 and -1
When a body is deformed, its internal energy
increases
decreases
remains unchanged
may increase or decrease
Couple required per unit radian twist is
2lπηr4
4lπ2ηr4
4lπηr4
2lπ2ηr4
The ratio of depressions of the two beams of same area of cross sections, but one of square sectionand the other of circular section, for a given load is
9:π
4:π
3:π
16:π
The depressions of a mid point of a beam of rectangular cross-section of length l and breadth b and thickness t supported at the ends and loaded in the middle is
δ=4Ybt3Wl3
δ=4Ylt3Wb3
δ=4Y3bt3Wl3
δ=4Y2b2t3Wl3
The depression at free end of a loaded cantilever of length l, breadth b and thickness t will be
δ=Ybt3Wl3
δ=Ybt32Wl3
δ=3Ybt3Wl3
δ=Ybt34Wl3
