The figure shows a post B C labeled 2 of height 200 millimeters attached to a rigid support at C. A cylindrical rod A B labeled 1 of height 400 millimeters is fixed to the post by a flange at B. The rod is fixed to a rigid support at A. The positive x direction is taken along the common axis. The compressive stress on the members 1 and 2 are sigma subscript 1 which equals 105.7 mega pascals and 47.0 mega pascals respectively. The deflection at B is u subscript B which equals negative 0.0850 millimeters upwards.

Finished