Given:
Length of the iron sections when there's no effect of temperature on them, Lo = 12.0 m
Temperature at which the iron track is laid in winter, tw = 18 oC
Maximum temperature during summers, ts = 48 oC
Coefficient of linear expansion of iron, = 11 × 10–6 °C–1
Let the new lengths attained by each section due to expansion of iron in winter and summer be Lw and Ls, respectively, which can be calculated as follows:
Therefore, the gap (L) that should be left between two iron sections, so that there is no compression during summer, is 0.4 cm.