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Why do we have variation in the bending moment of a simply supported beam with the introduction of a node?

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hugo.augusto.DP
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Why do we have variation in the bending moment of a simply supported beam with the introduction of a node?

Hi,

 

Can someone explain to me why we have variation in My with the introduction of a node in the bar?

 

Thanks...

 

hugoaugustoDP_0-1736364524230.png

 

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