Shear Moment Diagram: Find & Fix 0.06 kip*ft Error

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SUMMARY

The forum discussion centers on resolving a discrepancy in the shear and moment diagram calculations for a beam, specifically addressing a 0.06 kip*ft error at the beam's end. Participants emphasize the importance of using the correct bending moment sign convention and suggest revisiting the problem using the differential equations provided: dV/dt = -w(x) and dM/dt = V(x). The conversation highlights the necessity of clear graphical representation and thorough explanation of calculations to avoid confusion.

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stinlin
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Homework Statement


Find the shear and moment diagram.


Homework Equations



dV/dt = -w(x)

dM/dt = V(x)

The Attempt at a Solution


See attached.

My problem is that I'm getting 0.06 kip*ft at the end of the beam, and I don't think that's right.
 

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Can you explain you're work. The images don't show up too well, and i don't see a lot of work explaining the graphs. I'm familiar with the method you're using, guess you could call it a short-cut.

Also you can try going through the problem again using the differential equations that you provided. It's a little more work with getting the boundary conditions, but you should get the same answer.
 
Nothing to add that teknodude didn't already say, but I suggest you use a different bending moment sign convention, since a minority of people sketch bending moment/shear force diagrams like this. But then again, if you were explicitly taught to do it like that, no problemo.
 

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