9.18 A rod of length 1.05 m having negligible mass is supported at its ends by two wires of steel (wire A) and aluminium (wire B) of equal lengths as shown in Fig. 9.15. The cross-sectional areas of wires A and B are 1.0 mm2 and 2.0 mm2, respectively. At what point along the rod should a mass m be suspended in order to produce (a) equal stresses and (b) equal strains in both steel and aluminium wires.

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8 months ago

Cross-sectional area of wire A, a1 = 1 mm2 = 1 *10-6m2

Cross-sectional area of wire B, a2 = 2 mm2 = 2 *10-6m2

Young's modulus for steel, Y1 = 2 *1011 N/ m2

Young's modulus for aluminium, Y2 = 7 *1010 N/ m2

Stress in the wire = Forcearea = Fa

If the two wires have equal stresses, then

F1a1 = F2a2 or F1F2 = a1a2 = 12 ………(i)

Where F1 is the force exerted on steel wire and F2 is the

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If μ  is Poisson’s ratio,

Y = 3K (1 - 2 μ )      ……… (1)

and Y = 2 n ( 1 + μ )  ……… (2)

With the help of equations (1) and (2), we can write

  3 Y = 1 η + 1 3 k K = η Y 9 η 3 Y

Initially S? L = 2m
S? L = √2² + (3/2)²
S? L = 5/2 = 2.5 m
? x = S? L - S? L = 0.5 m
So since λ = 1 m. ∴? x = λ/2
So white listener moves away from S? Then? x (= S? L − S? L) increases and hence, at? x = λ first maxima will appear.? x = λ = S? L − S? L.
1 = d - 2 ⇒ d = 3 m.

Loss in elastic potential energy = Gain in KE
½ (YA/L)x² = ½mv²
0.5 × (0.5×10? × 10? / 0.1) × (0.04)² = 20×10? ³ v²
0.5 × (5×10²) × 1.6×10? ³ = 20×10? ³ v²
0.4 = 20×10? ³ v²
v² = 20 => v = √20 ≈ 4.47 m/s
(Re-checking calculations)
0.5 * ( (0.5e9 * 1e-6) / 0.1) * (0.04)^2 = 0.5 * (5e2) * 1.6e-3 = 4.
0.5 * 2

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As we know that

Y = F L A ? L          

? L = 0 . 0 4 m = F L A Y . . . . . . . . . . . . . . . ( i )           

If length and diameter both are doubled

? L ' = F . 2 L 4 A . Y = F L 2 Y = 0 . 0 2 m = 2 c m       

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physics ncert solutions class 11th 2023

physics ncert solutions class 11th 2023

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