A cantilever beam of length L and loaded by uniform load of intensity q has a fixed support at A and spring support at B with rotational stiffness kR. A rotation at B, θB, results in a reaction moment MB = kR x θB.
Find rotation and displacement at end B. Use the second-order differential equation of the deflection curve to solve for displacements at end B.

Transcribed Image Text:

YR IA MA RA Мв