Understanding Concentrated Moment: How Does It Work?

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A concentrated moment can occur at any point along a beam, but it does not imply the presence of a corresponding force. When calculating moments about a specific point, the concentrated moment remains constant regardless of the location. The discussion highlights that zero shear force corresponds to local maxima in the bending moment on shear and moment diagrams. These diagrams can vary based on the sign convention used. Understanding these principles is crucial for analyzing beam loadings effectively.
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Suppossedly, it is a possible for a moment to occur (with the same magnitude) at any point along a beam. But this not mean that there is any corresponding force. (So if you choose a point to calculate the moment about, the concentrated moment is a constant). So, how exactly does this work?
 
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Since your question makes no sense otherwise I am going to assume you mean zero shear force and that you understand beam loadings for shear and moment.

The attachment shows a two span continuous beam with a uniform loading.

Beneath are shear and moment diagrams.

Notice that at certain sections the shear force is zero - this corresponds to local maxima in the bending moment.

Depending upon the sign convention you use, you may be familiar with such diagrams the other way up.
 

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