Solving the endmoments of fixedended beams by integration. The idea is to use the formula of endmoments due to concentrated load anywhere between the span.
Related Link:
http://mathalino.com/node/1819
In this link: https://mathalino.com/node/1816 the solution is by AreaMoment Method. I encourage you to try it using the approach on this video and compare the results.
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