The beam ABC (2E, I) is supported by a fixed support at A and a rod CE (????,????,????=2 m) at C. A uniformly distributed load of w=10 k(N)/(m) is applied to the along the AB section of the beam. Find the force in the rod CE. Use superposition in your solution and take E=100 GPa, A=120 mm2 and I=80*10-6 m4. Ignore axial deformations of the beam.