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.

Accounting for the clearance in the connections at A and C, the elongation of rods (2) is shown to be 1.3 mm.

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

ε2=δ2L2   =1.3 mm900 mm   =0.001444 mm/mm   =1,444 με

 

Finished