
Load, P = 15kN
Area, A1 = (Π/4) × 402 = 1256.6 mm2 = 0.001256 m2
Area, A2 = (Π/4) × 152 = 176.7 mm2 = 0.0001767 m2
Area, A3 = (Π/4) × 302 = 706.8 mm2 = 0.0007068 m2
Lengths: L1 = 200mm = 0.2m, L2 = 500mm = 0.5m and L3 = 200mm = 0.2m
Total extension of the bar:
Let δL1, δL2 and δL3, be the extensions in the parts 1, 2 and 3 of the steel bar respectively. Then,

Total extension of the bar

= 0.0002454 m
= 0.2454 ram
Hence total extension of the steel bar = 0.2454 mm.