The figure shows the rigid bar A B C D with its right end deflected downwards. The supporting bar at B is elongated and the supporting bar at C is compressed. The initial length of the bar at C is L subscript i and the final length is L subscript f after a downward deflection of v subscript c.

Next, consider how the rigid bar rotation elongates (or contracts) the axial members.

After rigid bar ABCD rotates, member (1) is elongated. To determine the deformation, consider its final length (Lf) and its initial length (Li).

The deformation in member (1) can be expressed as:

δ1=Lf-Li=(Li+vB)-Li   =vB

Applying the same procedure to member (2):

δ2=Lf-Li=(Li+vC)-Li   =-vC

The member deformations can be expressed in terms of the rigid bar deflections as:

δ1=vB         δ2=-vC