The figure shows a vertical rod A B labeled 1 attached to a vertical post B C labeled 2 by a flange at B. The length of member 1 is 1500 millimeters and the length of member 2 is 1000 millimeters. The load at B is P which equals 110 kilo newtons directed vertically downwards. The parameters corresponding to member 1 are A subscript 1, L subscript 1 and E subscript 1. The parameters corresponding to member 2 are A subscript 2, L subscript 2 and E subscript 2. The rod is attached to a rigid support at A and the post is attached to a rigid support at C.

Compute the deformation of member (1) from the relationship between force and deformation:

δ1=F1L1A1E1   =(27,500 N)(1,500 mm)(800 mm2)(200,000 N/mm2)   =0.258 mm

The positive deformation means that member (1) gets longer. Since member (1) is attached to a fixed support at (A), it can only get longer if flange (B) moves downward. Therefore, flange (B) deflects downward by 0.258 mm.