A beam distortion can be a displacement discontinuity or a rotation
discontinuity. For a displacement discontinuity of v at x the rotation
is then
θ0=θ1=lv
For a rotational discontinuity of ϕ at a the rotation is
calculated by defining a displacement of h at a then the
angle α and end 0 and β at end 1 gives the set of equations
b=l−a
ϕ=α+β
tanα=cosαsinα=ah
tanβ=cosβsinβ=bh
Substituting for β in the last equation gives
bsin(ϕ−α)=hcos(ϕ−α)
b(sinϕcosα−cosϕsinα)=h(cosϕcosα+sinϕsinα)
b(sinϕ−cosϕcosαsinα)=h(cosϕ+sinϕcosαsinα)
Substituting for terms in α
b(asinϕ−hcosϕ)=h(acosϕ+hsinϕ)
sinϕh2+(a+b)cosϕh−absinϕ
Then the rotation angles at end 0 and 1 are
α=tan−1(ah)β=tan−1(bh)