NVAMediumJEE 2023Young's Modulus, Bulk & Rigidity Modulus

JEE Physics 2023 Question with Solution

Two wires each of radius 0.2cm0.2 \, \text{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:

A vertical composite wire fixed at the top, with upper steel part of length 1.6 m and lower brass part of length 1 m, supporting blocks of masses 2 kg and 1.14 kg.

Answer

Correct answer:20

Step-by-step solution

Standard Method

Given: radius of each wire is 0.2cm0.2 \, \text{cm}. The upper wire is steel of length 1.6m1.6 \, \text{m} and the lower wire is brass of length 1m1 \, \text{m}. The attached masses are 2kg2 \, \text{kg} and 1.14kg1.14 \, \text{kg}.

Find: elongation of the steel wire.

From the loading shown, the tension in the steel wire is the total load supported above the lower section:

T2=T1+20=20+11.4=31.4NT_2 = T_1 + 20 = 20 + 11.4 = 31.4 \, \text{N}

The elongation of the steel wire is given by:

ΔL=T2LAY\Delta L = \frac{T_2 L}{A Y}

where

  • T2=31.4NT_2 = 31.4 \, \text{N}
  • L=1.6mL = 1.6 \, \text{m}
  • A=π(0.2×102)2m2A = \pi (0.2 \times 10^{-2})^2 \, \text{m}^2
  • Y=2×1011PaY = 2 \times 10^{11} \, \text{Pa}

Substituting these values:

ΔL=31.41.6π(0.2×102)22×1011\Delta L = \frac{31.4 \cdot 1.6}{\pi (0.2 \times 10^{-2})^2 \cdot 2 \times 10^{11}}

Simplifying:

ΔL=50.24π4×1082×1011\Delta L = \frac{50.24}{\pi \cdot 4 \times 10^{-8} \cdot 2 \times 10^{11}} ΔL=2×105m\Delta L = 2 \times 10^{-5} \, \text{m}

Therefore,

ΔL=20×106m=20μm\Delta L = 20 \times 10^{-6} \, \text{m} = 20 \, \mu\text{m}

So, the elongation of the steel wire is 20×106m20 \times 10^{-6} \, \text{m}.

Free body style sketch of a vertical steel and brass wire system showing upper tension T2, lower tension T1, lengths 1.6 m and 1 m, and attached masses 2 kg and 1.14 kg.

Using tensile stress relation

Given: elongation is to be found for the steel part only.

Use the relation for elongation under tensile stress:

ΔL=FLAY\Delta L = \frac{FL}{AY}

The steel segment supports both loads, so the force in it is 31.4N31.4 \, \text{N} as obtained in the working.

Its cross-sectional area is:

A=πr2=π(0.2×102)2m2A = \pi r^2 = \pi (0.2 \times 10^{-2})^2 \, \text{m}^2

Now substitute in the formula:

ΔL=31.4×1.6π(0.2×102)2×2×1011\Delta L = \frac{31.4 \times 1.6}{\pi (0.2 \times 10^{-2})^2 \times 2 \times 10^{11}}

This evaluates to:

ΔL=2×105m\Delta L = 2 \times 10^{-5} \, \text{m}

Hence, the required numerical value is 20 when written as 20×106m20 \times 10^{-6} \, \text{m}.

Common mistakes

  • Using only the 2kg2 \, \text{kg} load for the steel wire tension is incorrect because the steel segment supports both attached loads. Use the total supported force shown in the solution working.

  • Not converting radius from 0.2cm0.2 \, \text{cm} to meters gives a wrong area by a large factor. Convert first: 0.2cm=0.2×102m0.2 \, \text{cm} = 0.2 \times 10^{-2} \, \text{m}.

  • Using diameter instead of radius in A=πr2A = \pi r^2 is wrong. The question gives the radius directly, so substitute that value without doubling it.

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