The figure shows the rigid bar with its left end pinned and its right end inclined downwards. Point B is at a distance of 760 millimeters from point A. Point C is at a distance of 1520 millimeters from point A. The deflections at B and C are v subscript B and v subscript C respectively.

To determine the geometry of deformation relationship, first sketch the rotated position of rigid bar ABCD after load P has been applied.

Since member (1) is connected to the rigid bar at B and member (2) is connected to the rigid bar at C, the relationship between the rigid bar deflections will be determined at those joints.

Using the principle of similar triangles, the rigid bar deflections are related as:

vB760 mm=vC1,520 mm