The figure shows a vertical bar A B C which is pinned at B and supported by horizontal rods at A and C. The length of the segments A B and B C are 400 millimeters and 520 millimeters respectively. The rod at C is of length 2000 millimeters and the rod at A is of length 1250 millimeters. A load P directed to the right acts on the bar between B and C. The rod at A is compressed by 1.4 millimeters and the rod at C is stretched by 1.82 millimeters.

From the definition of normal strain,

ε=δL

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

ε2=δ2L2=-1.40 mm1,250 mm           =-0.00112 mm/mm           =-1,120 με

Finished