In an experiment, brass and steel wires of length 1 m each with areas of cross section 1 mm² are used. The wires are connected in series and one end of the combined wire is connected to a rigid support and other end is subjected to elongation. The stress requires to produced a new elongation of 0.2 mm is [Given, the Young’s Modulus for steel and brass are respectively 120 × 10⁹ N/m² and 60 × 10⁹ N/m²]
(A) 1.8 × 10⁶ N/m²
(B) 0.2 × 10⁶ N/m²
(C) 1.2 × 10⁶ N/m²
(D) 4.0 × 10⁶ N/m²
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The stress required to produced a new elongation of 0.2 mm is 8 x N/.
Given Young’s Modulus for
- steel , Y1 = 120 × 10⁹ N/m² and
- brass Y2 = 60 × 10⁹ N/m²
- length of both the wires = 1m
- k1 = Y1 A1/ l1 = 120 × 10⁹ N/m² A / 1
- k2 = Y2 A2/ l2 = 60 × 10⁹ A /1
Since the wires are connected in series,
- Keq = K1 .K2/(K1 + K2)
- Keq = 120 x 60 /( 120 + 60) × 10⁹ A N/m
- Keq = 40 × 10⁹ A N/m
Therefore ,
Stress required to produce elongation of ΔL = 0.2mm is,
Stress = Force/ Area = F/A
F = Keq x ΔL = 40 × 10⁹ A x ΔL = (40 × 10⁹)( )(0.2 x ) = 8 N
- F/ A = 8 x N/
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