Determine the deflection at point C of the beam shown using the Virtual Work Method. (You can verify using other methods in your solution sheet, but the Virtual Work Method solution is required). Answer in mm, 2 decimal places, and positive value only 30 kN/m 4.5 m 1.5 m- EI = constant E = 200 GPa I =1500 (10) mm

3. By using Double Integration Method, Determine the deflection at the free end of the beam shown A 5m 300 kN-m B L = 10 m El= constant E = 200 GPa 5 m 60 kN

a = 15m  w = 24knm E=200GPA I = 70x10^6 Explain how you would determine the deflection at c using double integration method. Write down relevant equations but no need to simplify or solve them

A simply supported beam AB is subjected to a concentrated bending moment, as shown in the figure below, the flexural stiffness of the beam section is constant EI:(a) Use the Moment-area Principle to find the maximum deflection on the beam and the angle of rotation at point A.(b) Same as the question above, try the Elastic Load Method to answer.