The figure shows an L shaped rigid bar A B C D with a horizontal segment A B C of length 750 millimeters and a vertical segment C D of height 300 millimeters. The bar is pinned at C and supported by vertical and horizontal rods labeled 1 and 2 of length 600 millimeters and 150 millimeters at A and D respectively. The other end of the support rods is pinned. A load P which equals 80 kilo newtons directed vertically downwards acts at the point B which is 400 millimeters to the right of C. The bar is deflected downwards at the point A and deflected leftwards at the point D. The initial length of the support rod 1 is L subscript 1 and the final elongated length is L subscript final. The downward deflection at A is v subscript A. The initial length of support rod 2 is L subscript 2 and the final compressed length is L subscript final. The leftward deflection is v subscript D.

Similarly, the deformation of rod (2) can be determined from its initial and final lengths.

The initial length of rod (2) is:

Linit=L2

Based on the sketch of the rotated rigid bar, the final length of rod (2) is:

Lfinal=L2-vD

The elongation of bar (2) is thus:

δ2=Lfinal-Linit   =(L2-vD)-L2   =-vD