Question $3)$ For the frame shown;

a$)$ Determine reaction forces at A and $C.($Hand Calculation$)$

b$)$ Draw shear and moment diagrams. $($Hand Calculation$)$

c$)$ Verify your results with a structural analysis software.

Take $a=1,b=2,c=5,d=4,e=1,f=1)$ for example I $em=1m,ak=1k$

Joint $A$ is fix supported. The support at $C$ is pin. $E=200$GPa,$I_{AB}={500}^{**}{10}^{6}m{m}^4.$ The inertia of beam $BC$ is twice the inertia of column $AB.$