helpQUESTION $2$

A frame with a fixed and a pin support is shown in Figure $2.$ The flexural stiffness of the column $"$AB$"$ is equal to $3EI$ and for the beam $"$BC$"$ is equal to EI$.$ The column is loaded at its mid span with a point load having the intensity of $20kN.$ A point load with the intensity of $10kN$ is applied to point $"$B$"$ and another point load with the intensity of $15kN$ is applied to the mid span of beam $"$BC$".$ There is no settlement in supports. By using moment distribution method answer the following questions:

a$)$ Calculate the support reactions $(30$ Marks$)$

b$)$ Draw the shear force diagram $(10$ Marks$)$

c$)$ Draw the bending moment diagram $(10$ Marks$)$

Figure $2$: A frame with a fixed and a pin support.

Check your answer using slope deflection method