Problem No 8 on Clapeyron's Theorem of Three Moments ( With Clockwise Concentrated Moments)

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Same Beam has been analysed by Flexibility Matrix Method,

Same beam has been analysed by Moment Distribution Method,

Same beam has been analysed by Slope Deflection Method

Same beam has been analysed by Stiffness Matrix Method,

Same beam has been analysed by Kani's Method,

[MarkAngeloGregorio-cehs]

Good day Sir/ Engr. How to find the midspan deflection for it using that theorem. I find it difficult if the deflection to be found is under a moment load.😭😭