Apply Virtual work method for the calculation of deflection at Point C. A is fixed support. ElI is constant. 75 KN/m Fixed Support 3m 150 KN 2m

Prob 6. Determine the elastic curve equation for the beam. The beam has a base and height of (b=12 cm and h=24 cm) and length L=8 m. Specify the maximum slope and maximum deflection. w0 = 60 kN/m E = 200 GPa. w = 4wo B A L

Using mcd pls

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.