How Do You Derive the Bending Moment Distribution for a Beam?

AI Thread Summary
To derive the bending moment distribution for a beam, it's essential to start with a free body diagram and construct a shear force curve. The bending moment should taper to zero at the free end of the beam. The user initially struggled with the profile of the bending moment distribution and realized they had made an error by not subtracting q2 from q1 in their calculations. Properly applying these principles will lead to an accurate bending moment curve. Sharing the equations used can further clarify the solution process.
Sahdev
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Homework Statement



Derive the bending moment distribution of the beam:
AL_zps46bd4df3.png


Homework Equations





The Attempt at a Solution


I end up with something like this:
BM1_zps5c818fe9.png


Im abit concerned with the profile, should it taper to zero? Any thoughts?

Thanks
 
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Did you draw a free body diagram of this beam? Did you construct a proper shear force curve? Do these things and you will arrive at the correct bending moment curve.
 
Moment should be zero at free end.
 
Yes I did by making a cut in the beam. I'll post up my equations
 
working_zps5831d800.png
 
If anyone's interested, I simply forgot to subtract q2 from the q1 terms in the expression
 
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