Y = 2 x 1011 Nm-2
A = 40 cm2
ΔT = 20°C
α = 1.2 x 10-5 k-1
\(Y= \frac{\text{Stress}}{\text{Strain}}\)
\(Y = \frac{\frac FA}{\frac{\Delta l}l}\)
\(Y = \frac F{A\frac{l(1+ α\Delta T)}l}\)
\(Y = \frac F{A{(1+ α\Delta T)}}\)
\(F = Y. A(1 + α \Delta T)\)
\(= 2 \times 10^{11} \times 40 \times 10^{-4}\times(1 + 1.2 \times 10^{-5}\times 20)\)
\(= 80\times 10^7 (1 + 24 \times 10^{-5})\)
\(= 80\times 10^7 + 1920 \times 10^2\)
\(= 8000\times 10^5 + 1.920 \times 10^5\)
\(= 8000.192 \times 10^5 N\)