The figure shows a rigid bar A B C D pinned at A and supported at B and C by vertical rods labeled 1 and 2 respectively. The separation between A and B is 380 millimeters. The separation between B and C is 380 millimeters and the separation between C and D is 760 millimeters. The load at D is P which equals 36 kilo newtons directed vertically downwards and this load inclines the bar downwards at D.  The deflection at B is v subscript B which equals delta subscript 1 and the deflection at C is v subscript C which equals delta subscript 2.

Because each bar is connected to rigid bar AD, the deformations in bars (1) and (2) are not independent. In fact, the geometry of the deflected structure can be used to establish the relationship between the deformation in bar (1) and the deformation in bar (2). This geometric relationship provides the information that is needed to solve the problem.