Two wires of diameter 0.25 cm, one made of steel and the other made of brass are loaded as shown in Fig. 8.11. The unloaded length of steel wire is 1.5 m and that of brass wire is 1.0 m. Compute the elongations of the steel and the brass wires.
Elongation of the steel wire = 1.49 × 10–4 m
Elongation of the brass wire = 1.3 × 10–4 m
Diameter of the wires, d = 0.25 m
Hence, the radius of the wires, r = \(\frac{d }{ 2}\) = 0.125 cm
Length of the steel wire, L1 = 1.5 m
Length of the brass wire, L2 = 1.0 m
Total force exerted on the steel wire:
F1 = (4 + 6) g = 10 × 9.8 = 98 N
Young’s modulus for steel :
\(Y1 =\frac{ (\frac{F_1 }{ A_1}) }{ (\frac{ΔL_1 }{ L_1})}\)
Where, ΔL1 = Change in the length of the steel wire
A1 = Area of cross-section of the steel wire = \(πr_1^2\)
Young’s modulus of steel, Y1 = 2.0 × 10 11 Pa
∴ ΔL1 =\(\frac{ F_1 × L_1 }{A_1 × Y_1} = \frac{F_1 × L_1 }{ πr_1^2 × Y_1 }\)
= \(\frac{98 × 1.5 }{ π(0.125 × 10 ^{- 2})^2 × 2 × 10 ^{11}}\) = 1.49 × 10 - 4 m
Total force on the brass wire : F2 = 6 × 9.8 = 58.8 N
Young’s modulus for brass :
\(Y2 =\frac{ (\frac{F2 }{ A2})}{(\frac{ΔL_2 }{ L_2})}\)
Where,
ΔL2 = Change in length
A2 = Area of Cross - section of the brass wire
∴ ΔL2 = \(\frac{F_2 × L_2 }{ A_2 × Y_2 }=\frac{ F_2 × L_2 }{ πr_2^2 × Y_2 }\)
= \(\frac{58.8 × 1.0 }{ π × (0.125 × 10 ^{- 2})^2 × (0.91 × 10^{ 11}) }\)= 1.3 × 10 - 4 m
Elongation of the steel wire = 1.49 × 10 - 4 m
Elongation of the brass wire = 1.3 × 10 - 4 m
The elastic behavior of material for linear stress and linear strain, is shown in the figure. The energy density for a linear strain of 5×10–4 is ____ kJ/m3. Assume that material is elastic up to the linear strain of 5×10–4
Figures 9.20(a) and (b) refer to the steady flow of a (non-viscous) liquid. Which of the two figures is incorrect ? Why ?