JEE Challenger
More from Mechanical Properties of Solids

Ratio of Elongations in Suspended Wires Supporting a Block

A block weighing 100 N100\text{ N} is suspended by copper and steel wires having identical cross-sectional areas of 0.5 cm20.5\text{ cm}^2 and lengths of 3 m\sqrt{3}\text{ m} and 1 m1\text{ m}, respectively. Their other ends are fixed to a ceiling as shown in the figure. The angles made by the copper and steel wires with the ceiling are 30∘30^\circ and 60∘60^\circ, respectively. If the elongation in the copper wire is (Δlc)(\Delta l_c) and in the steel wire is (Δls)(\Delta l_s), determine the value of the ratio ΔlcΔls\frac{\Delta l_c}{\Delta l_s}.

[Given: Young's modulus for copper and steel are 1×1011 N/m21\times 10^{11}\text{ N/m}^2 and 2×1011 N/m22\times 10^{11}\text{ N/m}^2, respectively.]

Question Diagram 1
Official Numerical Answer2

Step-by-Step Solution

To find the ratio of elongations in the copper and steel wires, ΔlcΔls\frac{\Delta l_c}{\Delta l_s}, we analyze the system in equilibrium and apply Hooke's Law.

Step 1: Equilibrium of Tensions in the Wires

Let TsT_s and TcT_c be the tensions in the steel wire and copper wire, respectively.

Resolving forces horizontally for the suspended block: Tscos⁡60∘=Tccos⁡30∘T_s \cos 60^\circ = T_c \cos 30^\circ

Substituting the values of the trigonometric ratios: Ts⋅(12)=Tc⋅(32)T_s \cdot \left(\frac{1}{2}\right) = T_c \cdot \left(\frac{\sqrt{3}}{2}\right)

Ts=3Tc  ⟹  TcTs=13T_s = \sqrt{3} T_c \implies \frac{T_c}{T_s} = \frac{1}{\sqrt{3}}


Step 2: Formula for Elongation

From Young's Modulus definition, the elongation Δl\Delta l in a wire of length ll, cross-sectional area AA, and Young's modulus YY under tension TT is given by: Δl=T⋅lA⋅Y\Delta l = \frac{T \cdot l}{A \cdot Y}

Thus, the elongations in the copper and steel wires are: Δlc=Tc⋅lcAc⋅Yc\Delta l_c = \frac{T_c \cdot l_c}{A_c \cdot Y_c}

Δls=Ts⋅lsAs⋅Ys\Delta l_s = \frac{T_s \cdot l_s}{A_s \cdot Y_s}


Step 3: Calculating the Ratio ΔlcΔls\frac{\Delta l_c}{\Delta l_s}

Taking the ratio of the two elongations: ΔlcΔls=(TcTs)×(lcls)×(AsAc)×(YsYc)\frac{\Delta l_c}{\Delta l_s} = \left( \frac{T_c}{T_s} \right) \times \left( \frac{l_c}{l_s} \right) \times \left( \frac{A_s}{A_c} \right) \times \left( \frac{Y_s}{Y_c} \right)

Given data:

  • TcTs=13\frac{T_c}{T_s} = \frac{1}{\sqrt{3}}
  • Length ratio: lcls=3 m1 m=3\frac{l_c}{l_s} = \frac{\sqrt{3}\text{ m}}{1\text{ m}} = \sqrt{3}
  • Area ratio: Ac=As  ⟹  AsAc=1A_c = A_s \implies \frac{A_s}{A_c} = 1
  • Young's moduli ratio: YsYc=2×1011 N/m21×1011 N/m2=2\frac{Y_s}{Y_c} = \frac{2 \times 10^{11}\text{ N/m}^2}{1 \times 10^{11}\text{ N/m}^2} = 2

Substituting these values into the ratio equation: ΔlcΔls=(13)×(3)×(1)×(2)=2\frac{\Delta l_c}{\Delta l_s} = \left( \frac{1}{\sqrt{3}} \right) \times \left( \sqrt{3} \right) \times (1) \times (2) = 2

Thus, the ratio ΔlcΔls\frac{\Delta l_c}{\Delta l_s} is 22.