Friday, 19 April 2019

Three moment equation numerical with BMD

Hi everyone, In this post, I would like to shear some interesting numerical related to the three moments theorem. We have a simply supported beam of 2 spans, where the point load is applied in 1st span and the other UDL means the uniformly distributed load is applied on another span of 25 KN/m.

I already discuss the total step by step Clapeyron equation to determine the bending moment from the given load combination.

Remember one thing that if the support at the end is hinge so the bending moment at the end will be zero. But if the support at the end is fixed then the moment can be identified.

So for the detailed explanation please watch the follow video till the end and comment if you want more variation in the TMT numericals.

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