Frame analysis without sideways.

The frame shown in the Figure below carries a uniformly distribute load of $60k\frac{N}{m}$ along member $AB$ and $90k\frac{N}{m}$ on member BC$.$ It also carries concentrated load of $200kN$ on member $CD$ and $40kN$ on member BE$.$ If the moment of inertia $($I$)$ and the modulus of Elasticity $($E$)$ of the members of the Frame is constant, answer the following:

Part $1$: Using $6$ cycles of Moment Distribution Method, evaluate the end moments at points $A,C,D$ and $E$ and the joint moment at point $B.$

$(25$ Marks$)$

Part $2$: Analyse the support reactions at points A$,$ B$,$ C$,$ D and E$.$

$(10$ Marks$)$

Part $3$: Plot the V $-$ M diagram for the whole frame.

$(5$ Marks$)$