Answer:
A. Axial stress is 116.66 MPa
B. Modulus of elasticity is 143.5 GPa
C. The changes in two lateral dimensions are 1.3 μm and 0.156 μm
Explanation:
The following information is given:
Axial Load = P = 35 KN = 35000 N
Original Length = L = 1.5 m
Change in length = ΔL = 1.22 mm = 1.22 x 10^-3 m
width = w = 50 mm = 0.05 m
breadth = b = 6 mm = 0.006 m
A.
The axial stress is given as:
σ = P/A
σ = P/wb
σ = (35000 N)/(0.05 m)(0.006 m)
σ = 116.66 MPa
B.
The modulus of elasticity is given in the proportional limit as:
Modulus of Elasticity = E = Stress/Strain = σ/∈
Strain = ∈ = ΔL/L
∈ = 0.00122 m/1.5 m
∈ = 8.13 x 10^-4 mm/mm
Therefore,
E = (116.66 MPa)/8.13 x 10^-4)
E = 143.5 GPa
C.
Poisson's Ratio = n = -(Lateral Strain)/(Axial Strain)
n = 0.32 = - (Lateral Strain)/8.13 x 10^-4
Lateral Strain = - 2.6 x 10^-4 mm/mm
Here, the negative sign indicates the decrease in dimensions.
For change in width (ΔW):
Lateral Strain = - 2.6 x 10^-4 mm/mm = ΔW/W
ΔW = (- 2.6 x 10^-4 mm/mm)(50 mm)
ΔW = - 130 x 10^-4 mm
ΔW = - 1.3 μm
Here, the negative sign indicates the decrease in width.
For change in breadth (Δb):
Lateral Strain = - 2.6 x 10^-4 mm/mm = Δb/b
ΔW = (- 2.6 x 10^-4 mm/mm)(6 mm)
ΔW = - 15.6 x 10^-4 mm
ΔW = - 0.156 μm
Here, the negative sign indicates the decrease in breadth.