Slope Deflection Method for Beam Analysis - Problem No 3

A continuous beam ABC, fixed at A, simply supported at C and continuous over support B. The span AB is 6m and  carries a  concentrated load of 45KN at 2m from support A. mid-span. The span BC is 4m and carries a uniformly distributed load of 15 KN/m over the entire span. Take moment of inertia for the portion AB as I and that for portion BC as 2I.  Analyse the beam by slope deflection method and draw the shearing force and bending moment diagrams

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How to solve two equations with 2 unk...

Same beam has been analysed by Moment Distribution method,
Moment Distribution Method for Beam A...

Same beam has been analysed by Direct Stiffness Matrix Method
Direct Stiffness Matrix Method for An...

Same beam has been analysed by stiffness Matrix Method,
Stiffness Matrix Method for Analysis ...

Same Beam has been analysed by Flexibility Matrix Method,
Flexibility Matrix Method of Analysis...

Same beam has been analysed by Clapeyron's Theorem of Three Moments
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