Moment Distribution Method for Beam Analysis Problem No 17 ( Sinking / Settlement of Supports B & C)

Same Beam has been analysed by Stiffness Matrix Method,

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

Same Beam has been analysed by Slope Deflection Method,

Same Beam has been analysed by Flexibility Matrix Method,

[tagaramjahnavi]

What if the support C is also fixed? how do we solve that sir?

[dipeenupadhyaya]

in the calculation of fem, we previously used w(a^2)b/l^2 but now we are using wl/8 why plz can you can explain