The figure shows a vertical rod A B labeled 1 attached to a vertical post B C labeled 2 by a flange at B. The length of member 1 is 1500 millimeters and the length of member 2 is 1000 millimeters. The load at B is P which equals 110 kilo newtons directed vertically downwards. The rod is attached to a rigid support at A and the post is attached to a rigid support at C.

An equation based on the geometry of the deformations particular to this structure can be written as:

δ1+δ2=0

In using this geometry of deformations equation, one must be careful to ensure that positive values of both δ1 and δ2 are consistently defined. In this example, a positive deformation δ is defined as elongation, which is consistent with the initial assumption of tension forces in each of the members.