The figure shows a rigid bar A B C pinned at A and supported at B by a wire labeled 1 of length 600 millimeters. The separation between A and B is 400 millimeters and the separation between B and C is 800 millimeters. A weight W is shown attached to the bar at C. The parameters listed on the top left are A subscript 1 which equals 2 square millimeters, E subscript 1 which equals 200 giga pascals and alpha subscript 1 which equals 12 times 10 to the negative 6 per degree Celsius. The right end of the rod marked C is deflected downward by 2.52 millimeters and the elongation of the wire at point B is v subscript B.

The deformation of wire (1) equals the rigid bar deflection at B:

δ1=vB

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 normal strain can be computed for wire (1):

ε1=δ1L1=0.84 mm600 mm           =0.0014 mm/mm=1,400 με