Extracted text: SITUATION 1| The system below is consisting of two solid circular cross-section bars AB and BC, joined as shown, and altached to a rigid vertical wall at the left. The system is subject to a concentric exial tensile force of 250 kN at C, together with an axisymnetric ring-type load applied at B having a horizontal resultant of 900 kN. For AB, E=110 GPa, and for BC, E=200 GPa. SOD 1200 900 250 1. Determine the maximum stress on member AB. 2. Determine the deformation of member AB. 3. Determine the overall deformation of the system.