The figure shows a horizontal bar A B C supported by steel rods of height 900 millimeters at A and C and by a steel rod of height 1500 millimeters at B. A load P directed vertically downwards acts at B. The rods extend downward by 1.8 millimeters.

Rods (2) are assumed to be perfectly attached to the rigid bar; therefore, the elongation of rods (2) must be 1.8 mm.

From the definition of normal strain,

ε=δL

the normal strain in rods (2) can now be computed:

ε2=δ2L2=1.8 mm900 mm           =0.0020 mm/mm           =2,000 με