Slope Deflection Method for Beam Analysis - Problem No 4

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Same beam has been analysed by moment distribution method,

Same beam has been analysed by stiffness Matrix Method,

Same Beam has been analysed by Flexibility Matrix Method,

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

Same beam has been analysed by Kani's Method,
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Why are you neglecting deflection (delta) in all cases ? What if to find that delta?

trendie_cutz
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why don't we use 2nd form of SD for MDC?

Babymilo
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mement of intertia you calculated like (2I and 1.5I) can you explain that how to calculate it or is it given in the question itself

demongaming
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How to solve when there is more than 3 hinges

senchi