9.7 Four identical hollow cylindrical columns of mild steel support a big structure of mass 50,000 kg. The inner and outer radii of each column are 30 and 60 cm respectively. Assuming the load distribution to be uniform, calculate the compressional strain of each column.

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    Answered by

    Vishal Baghel | Contributor-Level 10

    5 months ago

    Mass of the big structure, M = 50000 kg = 50000 ×9.8N = 4.9 ×105 N

    Inner radius of the column, r = 30 cm = 0.3 m

    Outer radius of the column, R = 60 cm = 0.6 m

    Young’s modulus of steel, Y = 2 ×1011 Pa

    Total force exerted on 4 columns, F = 4.9 ×105 N

    Force exerted on single column, f = F/4 = 1.225 ×105 N

    Cross sectional area of each column, A = π (R2-r2) = π (0.62-0.32) = 0.848 m2

    Stress in each column = f/A

    Young’s modulus, Y = Stress / Strain, Strain = Stress / Y = f/ (A ×Y) = 1.225×1050.848×2×1011=7.22×10-7 m

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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

V
Vishal Baghel

dm = (m/L)dx
∴ T = (mω²/2L) (L² - x²)
∴ ΔL = ∫? (mω²/2Lπr²Y) (L² - x²)dx
= ΔL = mω²L²/3πr²Y

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Vishal Baghel

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.

V
Vishal Baghel

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 * 20e-3 * v^2 = 10e-3 v^2
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V
Vishal Baghel

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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