How is the slope of the shear force equal to the negative of the load?

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SUMMARY

The discussion centers on the relationship between shear force and load in beam mechanics, specifically addressing the negative slope of shear force diagrams in relation to downward point loads. The shear force sign convention indicates that positive shear acts upwards, while the equation dV/dx = -q assumes a downward load convention. The paper referenced by @haruspex clarifies that the shear force is positive from point A until approximately x1 = 5.7 m, where V = 0, indicating a change in beam deflection behavior. This understanding is crucial for accurately analyzing beam reactions under various loading conditions.

PREREQUISITES
  • Understanding of shear force and bending moment diagrams
  • Familiarity with beam deflection theory
  • Knowledge of sign conventions in structural analysis
  • Basic principles of static equilibrium in mechanics
NEXT STEPS
  • Study the derivation and application of the shear force equation dV/dx = -q
  • Explore the implications of different sign conventions in structural analysis
  • Learn about beam deflection calculations using the double integration method
  • Review case studies on shear force and bending moment in real-world engineering applications
USEFUL FOR

Structural engineers, civil engineering students, and anyone involved in analyzing beam behavior under loads will benefit from this discussion.

Svelte1
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Homework Statement
dV/dx=-W
Relevant Equations
dV/dx=-W
Capture.PNG
At any point between A and C the point load is negative (downwards), in the shear force diagram: positive is upwards, so this slope is negative. The equation says the slope should be positive. Is this something to do with shear force sign convention?
 
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Personally, I don't think I've ever understood the shear convention myself. I thought it acts to oppose the external forces on the beam so that the beam remains static, but I'm not sure now. I look forward to hearing other's thoughts on the matter.
 
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So based on the convention given in the paper that @haruspex shared, the shear being positive from ##\rm{A}## until around ##x_1 = 5.7 \rm{m} ## where ##V=0## means the beam is deflecting like:

positive shear.jpg


and after ##x_1## the beam in deforming like the mirror image of that:

Negative shear.jpg
 
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Ok, thanks guys. Assuming it's a load makes sens I suppose. Also I have a lot of questions around this level in the coming weeks, is this the correct forum for that? Thanks.
 
Svelte1 said:
is this the correct forum for that? Thanks.
Should be fine, but there is also
https://www.physicsforums.com/forums/engineering-and-comp-sci-homework-help/
 
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