Q 1 :

A wire of length L and radius r is clamped at one end. If its other end is pulled by a force F, its length increases by l. If the radius of the wire and the applied force both are reduced to half of their original values keeping original length constant, the increase in length will become                 [2024]

  • 3 times

     

  • 4 times

     

  • 32 times

     

  • 2 times

     

(4) 

        Young's modulus, Y=stressstrain=F/Al/L=FLAl

         In case I : Y=FLπr2l                       ...(i)

         In case II : Y=(F/2)Lπ(r2)2l=2FLπr2l              ...(ii)

          From (i) and (ii), FLπr2l=2FLπr2ll=2l

 



Q 2 :

Young's modulus of material of a wire of length 'L' and cross-sectional area A is Y. If the length of the wire is doubled and cross-sectional area is halved then Young's modulus will be                         [2024]

  • Y/4

     

  • 4Y

     

  • Y

     

  • 2Y

     

(3)   

Young's modulus depends on the material not on length and cross-sectional area. So young's modulus remains same.

 



Q 3 :

With rise in temperature, the Young's modulus of elasticity        [2024]

  • changes erratically

     

  • decreases

     

  • increases

     

  • remains unchanged

     

(2) 

 Y=F/Al/l=F/AαT as T increases, Y decreases

 



Q 4 :

A wire of cross-sectional area A, modulus of elasticity 2×1011 Nm-2 and length 2 m is stretched between two vertical rigid supports. When a mass of 2 kg is suspended at the middle, it sags lower from its original position, making an angle θ=1100 radian on the points of support. The value of A is _____ ×10-4 m2 (consider x<<L).          [2024]



(1)

tanθ=xLθ,  As θ is small

2Tsinθ=20    Tθ=10

T·1100=10 T=1000 N

Change in length, ΔL=2x2+L2-2L

 ΔL=2L[1+x22L2-1]=x2L

Stress=Ystrain  TA=YΔL(2L)

TA=Y·x2L(2L)=Y2·(x2L2)=Y2·θ2

1000A=Yθ22=2×10112×1100×100

A=1×10-4 m2



Q 5 :

Two persons pull a wire towards themselves. Each person exerts a force of 200 N on the wire.

Young’s modulus of the material of the wire is 1×1011 Nm-2. Original length of the wire is 2 m and the area of cross-section is 2 cm2. The wire will extend in length by _____ μm.            [2024]



(20)

FA=YΔΔ=FAY

Δ=200×22×10-4×1011=2×10-5=20μm

 



Q 6 :

Two metallic wires P and Q have the same volume and are made up of the same material. If their area of cross-sections are in the ratio 4:1 and force F1 is applied to P, an extension of λ is produced. The force required to produce the same extension in Q is F2. The value of F1F2 is _____.    [2024]



(16)

Y=StressStrain=F/AΔ/=FAΔ

Δ=FAY

V=A=VA

Δ=FVA2Y

Y and V is same for both the wires

ΔFA2

Δ1Δ2=F1A12×A22F2

Δ1=Δ2

F1F2=A12A22=(41)2=16



Q 7 :

Each of three blocks P, Q, and R shown in the figure has a mass of 3 kg. Each of the wires A and B has a cross-sectional area of 0.005 cm2 and Young’s modulus 2×1011 Nm2. Neglecting friction, the longitudinal strain on wire B is _____ ×10-4. (Take g = 10 m/s2).          [2024]



(2)

3g=(3+3+3)aa=39g=13g

Now, 3g-T=3a

T=3(g-a)=3(g-g3)=2g=20N

Y=longitudinal stresslongitudinal strain

longitudinal strain=longitudinal stressY

=TAY=205×10-7×2×1011=2×10-4



Q 8 :

Two blocks of mass 2 kg and 4 kg are connected by a metal wire going over a smooth pulley as shown in the figure. The radius of the wire is 4.0×10-5 m and Young’s modulus of the metal is 2.0×1011 N/m2. The longitudinal strain developed in the wire is 1απ. The value of α is _______ .

[Use g = 10 m/s2]               [2024]



(12)

T=(2m1m2m1+m2)g=803 N

A=πr2=16π×10-10 m2

Strain=Δ=FAY=TAY

              =80316π×10-10×2×1011=112π

α=12

 



Q 9 :

One end of a metal wire is fixed to a ceiling, and a load of 2 kg hangs from the other end. A similar wire is attached to the bottom of the load, and another load of 1 kg hangs from this lower wire. Then the ratio of longitudinal strain of the upper wire to that of the lower wire will be _____.

[Area of cross-section of wire = 0.005 cm2, Y = 2×1011 Nm-2 and g = 10 ms-2]   [2024]



(3)

fnet=0

T2=T1+2g=g+2g=3g

T1=g                 ...(i)

(stress)L=Y×(strain)L

(strain)L=stressY=FYA

(strain)upper=T2YA

(strain)lower=T1YA

(strain)upper(strain)lower=T2T1=3gg=3



Q 10 :

Two wires A and B are made of same material having ratio of lengths LALB=13 and their diameters ratio dAdB=2. If both the wires are stretched using same force, what would be the ratio of their respective elongations?          [2025]

  • 1 : 6

     

  • 1 : 12

     

  • 3 : 4

     

  • 1 : 3

     

(2)

LALB=13 and dAdB=2

Strain=LL=StressY=FAY  L=FLAY

LA=FALAAAYA and LB=FBLBABYB

Given FA=FB and YA=YB

LALB=FALAAAYAFBLBABYB=(LALB)(ABAA)

LALB=(LALB)(π4dB2π4dA2)=(LALB)(dBdA)2

LALB=(13)(12)2=112



Q 11 :

Given below are two statements: one is labelled as Assertion A and the other is labelled as Reason R.

Assertion A: Steel is used in the construction of buildings and bridges.

Reason R: Steel is more elastic and its elastic limit is high.

In the light of above statements, choose the most appropriate answer from the options given below               [2023]

  • Both A and R are correct but R is NOT the correct explanation of A

     

  • Both A and R are correct and R is the correct explanation of A

     

  • A is not correct but R is correct

     

  • A is correct but R is not correct

     

(2)

Steel is more elastic and has high elastic limit.

 



Q 12 :

For a solid rod, the Young’s modulus of elasticity is 3.2×1011 Nm-2 and density is 8×103 kg m-3. The velocity of longitudinal wave in the rod will be          [2023]

  • 145.75×103 ms-1

     

  • 3.65×103 ms-1

     

  • 18.96×103 ms-1

     

  • 6.32×103 ms-1

     

(4)

v=Yρ=3.2×10118×103=2×10310=6.32×103 m/s



Q 13 :

Under the same load, wire A having length 5.0 m and cross section 2.5×10-5 m2 stretches uniformly by the same amount as another wire B of length 6.0 m and a cross section of 3.0×10-5 m2 stretches. The ratio of the Young’s modulus of wire A to that of wire B will be              [2023]

  • 1 : 4

     

  • 1 : 1

     

  • 1 : 10

     

  • 1 : 2

     

(2)

Δl=FlSY

Since F is same for both wires and Δl is also same

ΔlF=lSYlASAYA=lBSBYB

52.5×YA=63×YB

YAYB=1



Q 14 :

The Young’s modulus of a steel wire of length 6 m and cross-sectional area 3 mm2 is 2×1011 N/m2. The wire is suspended from its support on a given planet. A block of mass 4 kg is attached to the free end of the wire. The acceleration due to gravity on the planet is 14 of its value on the Earth. The elongation of the wire is (Take g on the Earth =10 m/s2)                [2023]

  • 1 cm

     

  • 1 mm

     

  • 0.1 mm

     

  • 0.1 cm

     

(3)

Tension (F)=mg=4×104=10 N

ΔY=FLAY=10×63×10-6×2×1011=10-4 m=0.1 mm



Q 15 :

Young’s moduli of the material of wires A and B are in the ratio of 1 : 4, while their areas of cross-section are in the ratio of 1 : 3. If the same amount of load is applied to both the wires, the amount of elongation produced in wires A and B will be in the ratio of [Assume length of wires A and B are same]                 [2023]

  • 36 : 1

     

  • 12 : 1

     

  • 1 : 36

     

  • 1 : 12

     

(2)

ΔL=FLAY

ΔLAΔLB=ABAAYBYA=12



Q 16 :

Two wires each of radius 0.2 cm and negligible mass, one made of steel and the other made of brass, are loaded as shown in the figure. The elongation of the steel wire is _______ ×10-6 m. [Young’s modulus for steel =2×1011 Nm-2 and g=10 ms-2]                                [2023]



(20)

Tension in steel wire T2=2g+T1

T2=20+11.4=31.4 N

Elongation in steel wire ΔL=T2LAY

ΔL=31.4×1.6π(0.2×10-2)2×2×1011

ΔL=162×4×10-6×1011=20×10-6 m



Q 17 :

The strain–stress plot for materials A, B, C, and D is shown in the figure. Which material has the largest Young’s modulus?         [2026]

  • B

     

  • A

     

  • D

     

  • C

     

(4)

StrainStress=1Y=Slope



Q 18 :

Two wires A and B made of different materials of lengths 6.0 cm and 5.4 cm, respectively and area of cross sections 3.0×10-5m2 and 4.5×10-5m2 respectively are stretched by the same magnitude under a given load. The ratio of the Young’s modulus of A to that of B is x:3. The value of x is ______.    [2026]

  • 4

     

  • 5

     

  • 1

     

  • 2

     

(2)

T=F/AΔ/  Y=FAΔ

YAYB=AB(ABAA)

=65.4(4.5×10-53×10-5)=95.4=53x3=53

x=5