Problem No 5 on Clapeyron's Theorem of Three Moments

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Same beam has been analysed by stiffness Matrix Method,

Same Beam has been analysed by Slope Deflection Method,

Same Beam has been analysed by Flexibility Matrix Method,

Same beam has been analysed by moment distribution method,
  1. Stan Academy
  2. Clapeyron's Theorem of Three Moments
  3. Three Moment Equations
  4. Engineer Emile Clapeyron
  5. The three-moment equation
  6. Continuous Beam Analysis
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sir
5Ma +20MC + 5MC = -1230
but how 1170 please clear sir this point

funtop