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 D is at a distance of 1640 millimeters from point A. The deflections at B and D are v subscript B and v subscript D respectively.

Substitute and rearrange to develop an expression for the rigid bar deflection at D:

vD=1,640 mm760 mmδ1

From the force deformation relationship, compute the deformation in member (1):

δ1=F1L1A1E1   =(19,466 N)(900 mm)(160 mm2)(70,000 N/mm2)   =1.564 mm

Therefore,

vD=3.38 mm