The figure shows the deflection suffered by the supporting rods. The deflection at point B which is 380 millimeters to the right of point A is v subscript B and the deflection at point C which is 760 millimeters from point A is v subscript c.

The deformaton in bar (1) can be determined by considering the initial and final lengths of the axial member. The initial length of bar (1) is Linit=L1, and the length after deformation is Lfinal=L1+vB. The deformation of bar (1) can be found from:

δ1=Lfinal-Linit   =L1+vB-L1   =vB

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

δ2=Lfinal-Linit   =L2+vC-L2   =vC