Solution :
Given :
cross sectional area = 5.6 cm square
The corresponding stress
[tex]$\sigma = \frac{F}{A}$[/tex]
[tex]$=\frac{2.5 \times 175 \ lb\times (1 \ N/ 0.2248 \ lb)}{5.6 \ cm^2 (1 \ N/100 \ cm)^2}$[/tex]
[tex]$=\frac{1946.17}{0.056 \times 10^{-2}}$[/tex]
[tex]$= 3.475 \times 10^6 \ N/m^2$[/tex]
∴ [tex]$\sigma = 3.475 \ MPa$[/tex]
And the strain is
[tex]$\epsilon = \frac{\sigma}{E}$[/tex]
[tex]$=\frac{3.475}{124 \times 10^3}$[/tex]
[tex]$= 2.80 \times 10^{-5}$[/tex]