Moment applied causing bending stress in beam

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When a moment is applied to a beam, the top part experiences tension while the bottom part undergoes compression due to the nature of bending stresses. This occurs because moments create bending stresses that act perpendicular to the plane of the cut, leading to the stretching of tension fibers and squeezing of compression fibers. The confusion arises from the misconception that the entire beam slides uniformly; instead, the internal forces create a differential response. Longitudinal shearing stresses contribute to the tendency of slippage between fibers. Understanding these principles clarifies how moments affect beam behavior under load.
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Homework Statement


From the solution , it's clear that the top part of the beam undergo tension , while the lower part undergo compression .

Homework Equations

The Attempt at a Solution


But , i don't understand why it is so . When the moment is applied in the horizontal axis , the structure will slide become like this , right ? ( the top part will be slided into the book )
I can't imagine how the moment applied causing the top part to experience tension , while the lower part experience compression . [/B]
 

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You should have learned by now that moments cause bending stresses perpendicular to the plane of the cut, whereas shear stresses act parallel to the plane of the cut. The bending stresses cause stretching of the tension fibers or squeezing of the compression fibers. Tendency of Slippage between fibers is due to longitudinal shearing stresses.
 

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