A brass rod of length 2 m and cross-sectional area 2.0 cm2 is attached end to end to a steel rod of length L and cross-sectional area 1.0 cm2. The compound rod is subjected to equal and opposite pulls of magnitude 5×104N at its ends. If the elongations of the two rods are equal the length of the steel rod (L) is
(YBrass=1.0×1011N/m2andYSteel=2.0×1011N/m2)