The Hooke's law states
"\\sigma=\\varepsilon E"The stress is given by relation
"\\sigma=\\frac{F}{A}"So, strain
"\\varepsilon=\\frac{\\sigma}{E}=\\frac{F}{AE}=\\frac{mg}{AE}""=\\frac{600\\:\\rm{kg}\\times 9.8\\:\\rm{N\/kg}}{7\\times 10^{-4}\\:\\rm{m^2}\\times 8.3\\times 10^9\\:\\rm{Pa}}"
"=0.001\\:\\rm{m}=1\\:\\rm{mm}"
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