Two cantilever beams AB and DC touch at their free ends through a roller. Both beams have a 50 mm × 50 mm square cross section and modulus \(E = 70\ \text{GPa}\). Beam AB carries a UDL of 20 kN/m. Determine the compressive force at the roller (round off to one decimal place). 
A plane frame PQR (fixed at P and free at R) is shown in the figure. Both members (PQ and QR) have length \( L \), and flexural rigidity \( EI \). Neglecting the effect of axial stress and transverse shear, the horizontal deflection at free end, \( R \), is 