Solve for Deflection and Slope at free end C

Determine the Maximum Deflection at Point C using the Moment area theorems. El is constant. A 5m 10 kN 5m B CASUAL

3². A cantilever beam carries a vertical load of 150 KN at point B and uniform load of 30 KN/m from C to D., MX a. Draw Shear and Moment Diagrams. b. Using conjugate beam method, solve deflection and slope at B 150KN 4m B 4 m C 30 KN/m 7m D Assume El to be constant: E = 200,000 MPa, I = 500 x 106 mm4.

For the truss given below, assume constant EA for ach bar. Compute:a) the rotation of the member AB using the method of virtual work, andb) the vertical deflection at A using Catigliano's theorem.