Question: In the following statically indeterminate beam, consider the vertical reaction at point C as the redundant force. Calculate the vertical displacement 1 point at point

In the following statically indeterminate beam, consider the vertical reaction at point C as the redundant force. Calculate the vertical displacement 1 point at point C(d1) for the beam with the point load but without the restraint at C. Next calculate the vertical displacement at point C(d2) for just the redundant force Cy(acting upwards)but without the point load. Which of the following is the correct option for d1? Consider the flexural rigidity of the beam as E.
a.48253EI
b.19253EI
C.31253EI
d.52753EI
In the following statically indeterminate beam,

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