The sinking moment in a prismatic fixed beam whose one support yields by δ will be where l is length of beam.

I is Moment of Inertia

E is Modulus of Elasticity 

1
\(\rm \frac{{2EI\delta }}{l}\)
2
\(\rm \frac{{4EI\delta }}{l}\)
3
\(\rm \frac{{6EI\delta }}{{{l^2}}}\)
4
\(\rm \frac{{6EI\delta }}{l}\)

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