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Glad to have helped you understand how to apply the method.Al_Pa_Cone said:View attachment 233612
This is what I expected to find! Thank you so much for taking the time to help me again... The world needs more people like yourself!
However, from a purist perspective, finding the maximum moment by checking the moment at various points along the line is not satisfactory.
A neater method is to consider each segment for which the distributed load is constant (maybe zero) and there are no point loads. In the present question that would be just two segments. For each segment you can throw away the negative displacement terms from the torque equation (they will be the same terms for the whole segment) and differentiate to look for a local maximum torque within the segment. If there is no local maximum within the segment then the maximum for the segment occurs at one of its endpoints.
Having found the maximum for each segment you would then compare them to find the maximum for the whole beam.