To solve this problem we will apply the concepts related to linear expansion in bodies when there is a temperature difference. For this case, this linear relationship is given by the function,
[tex]\Delta L = L_0 \alpha \Delta T[/tex]
Here,
[tex]L_ 0[/tex]= Initial Length
[tex]\alpha[/tex] = Coefficient of linear expansion of steel
[tex]\Delta T[/tex] = Change in temperature (Initial and final)
Our values are,
Given that the length of each rail is [tex]L = 12.0 m[/tex]
Initial temperature is [tex]T_i = 16\°C[/tex]
final temperature is [tex]T_f = 50\°C[/tex]
Coefficient of linear expansion of steel is [tex]\alpha = 12*10^{-6} /\°C[/tex]
Replacing,
[tex]\Delta L = L_0 \alpha \Delta T[/tex]
[tex]\Delta L = (12.0m)(12*10^{-6})(50-16)[/tex]
[tex]\Delta L = 0.004896m[/tex]
[tex]\Delta L = 4.896mm[/tex]
Therefore the gaps will be 4.896mm langer than its initial length.