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.

For an axial member, normal strain is defined as the change in member length δ divided by the initial member length L:

ε=δL

Using this definition, the axial elongation corresponding to the measured 1,200 με strain can be computed for rod (1):

δ1=ε1L1=(1,200 με)1 mm/mm1×106με(1,500 mm)=1.8 mm