Problem:
A circular steel bar ABCD, rigidly fixed at A and D is subjected to axial loads of 50 kN and 100 kN at B and C. Find the loads shared by each part of the bar and displacements of the points B and C. Take E for steel as 200 GPa.

Answers:
P1 = 29.4 kN (T)
P2 = 20.6 kN (C)
P3 = 120.6 kN (C)
Displacement of B = 0.9 mm towards the right.
Displacement of C = 0.07 mm towards the right.

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