Solution

We write the equations of static equilibrium and then proceed as in the Castigliano's method, except that the force with respect to which we take the derivative is one of the statically indeterminate reactions.

𝑋=0𝑅2=0𝑌=0𝑅1+𝑅35𝑞𝑙=0(1)𝑀1=0𝑀𝑈3𝑙𝑅3+5𝑞𝑙52𝑙=0(2)𝐿11𝐸𝐼𝑀𝑔1𝜕𝑀𝑔1𝜕𝐻+𝐿21𝐸𝐼𝑀𝑔2𝜕𝑀𝑔2𝜕𝐻=0𝑀𝑔1=12𝑞𝑥2𝑀𝑔2=12𝑞𝑥2+𝑅3(𝑥2𝑙)𝜕𝑀𝑔1𝜕𝑅3=0𝜕𝑀𝑔2𝜕𝑅3=𝑥2𝑙

The partial derivative of the elastic energy of the entire system with respect to the statically indeterminate quantity is equal to zero.

5𝑙2𝑙[12𝑞𝑥2+𝑅3(𝑥2𝑙)](𝑥2𝑙)𝑑𝑥=05𝑙2𝑙12𝑞𝑥2(𝑥2𝑙)𝑑𝑥+5𝑙2𝑙𝑅3(𝑥2𝑙)𝑑𝑥=02978𝑞𝑙4+9𝑅3𝑙3=0𝑅3=338𝑞𝑙

We add the remaining reactions

(1)𝑅1=5𝑞𝑙𝑅3=78𝑞𝑙(2)𝑀𝑈=3𝑅3𝑙252𝑞𝑙2=18𝑞𝑙2