Where does the bending moment exerted by a wall on a beam come from?

In summary, the reaction moment in a beam comes from a horizontal stress distribution acting on the left face of the beam, caused by the wall material acting on the portion of the beam embedded within the wall. This stress distribution creates no net force, but it does produce a moment. Moments cannot exist without some force acting at some distance, and the reason for this reaction force producing a moment is due to the combination of linear forces and levers acting over an imaginary center.
  • #1
Chozen Juan
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0
Homework Statement
A cantilever beam in static equilibrium experiences an external force F_ as shown in the diagram. What is the reaction
moment about an axis through the leftmost end of the beam?
Relevant Equations
M_ = r_ x F_
M = r x F
r
= 0
M
= 0

But this is clearly wrong. For some reason, the "reaction moment" must exist. Why? Where does it come from? More specifically, which force(s) produces the bending moment, and at what distance(s)? Does it come from the reaction force form the wall on the left end of the beam? If so, why does this reaction force produce a moment about that end if it acts through it?

I understand that the wall must exert a reaction moment to ensure static equilibrium. What I do not understand is the FORCE that causes this moment. Moments can't exist without some force acting at some distance (M = r x F) right?

My question, by the way, is a fundamental WHY question.
 

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  • #2
The reaction moment comes for a horizontal stress (force) distribution acting on the left face of the beam (through the thickness of the beam). The bottom part of the beam is in compression and the top part of the beam is in extension. This stress distribution is established by the wall material acting on the portion of the beam sticking into the wall. Over an above the net reaction force on the portion of the beam embedded within the wall, the wall material also establishes a vertical stress distribution on the top and bottom faces of the part embedded within the wall. These stress distributions create no net force, but they do produce a moment. Can you envision what these force distributions on the top and bottom faces of the beam (inside the wall) might look like?
 
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  • #3
Chozen Juan said:
... If so, why does this reaction force produce a moment about that end if it acts through it?

Moments can't exist without some force acting at some distance (M = r x F) right?

My question, by the way, is a fundamental WHY question.

What happens if you pull the beam from that wall and connect both via a hinge?
You are absolutely correct, moments are only a concept, the real things producing those are always linear forces combined with levers (solid connections) acting over an imaginary center.
 

1. What is a bending moment?

A bending moment is a force that causes a beam to bend or flex. This force is exerted on the beam due to the external loads applied to it, such as the weight of objects placed on the beam or the force of wind or earthquakes.

2. How is the bending moment calculated?

The bending moment is calculated by multiplying the force applied to the beam by the distance from that force to the point where the bending moment is being measured. This can be done using the equation M = F x d, where M is the bending moment, F is the force, and d is the distance.

3. What is the role of a wall in creating a bending moment on a beam?

A wall acts as a support for the beam and helps to distribute the loads applied to the beam. When a beam is supported by a wall, the wall exerts a reaction force on the beam, creating a bending moment. This bending moment is necessary to maintain the equilibrium of the beam.

4. Can a bending moment be exerted by something other than a wall?

Yes, a bending moment can be exerted by any external force acting on a beam, such as a column, a slab, or even another beam. These forces can cause the beam to bend or flex, resulting in a bending moment.

5. How does the location of the wall affect the bending moment on a beam?

The location of the wall can greatly affect the bending moment on a beam. If the wall is placed closer to the middle of the beam, it will exert a higher bending moment than if it is placed near the ends of the beam. This is because the distance from the wall to the point where the bending moment is being measured is smaller, resulting in a larger value for the bending moment equation (M = F x d).

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