Stuck on Stress/compression/tension->pic included

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SUMMARY

The discussion centers on calculating stresses at specific points in a curved beam, particularly focusing on bending stress at point B and compression at point A. The user references the bending stress equation for curved beams, specifically \(\sigma_b = \frac{M}{AR}[1+\frac{1}{m}\frac{y}{r+y}]\), where 'm' is a constant for the cross-section. The need for clarity on the neutral axis's position in stress calculations is also highlighted, indicating a deeper understanding of beam mechanics is required.

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Stuck on Stress/compression/tension----->pic included

http://i44.photobucket.com/albums/f46/maximus11373/1-1.jpg

All info is in the link above


I am stuck on the problem for the longest time.

What I do know is that bending will be at point B and compression at point A.

I just don't know how to calculate the stresses at those points

any advice will help.
 
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Well I can't recall the exact equation at the moment, but you need to look up the equation for bending stress of a curved beam.


EDIT: If I remember the equation correctly (I might be wrong but it looks something like this)

[tex]\sigma_b = \frac{M}{AR}[1+\frac{1}{m}\frac{y}{r+y}][/tex]

where m is constant for a particular cross-section

does that equation look familiar or do you use the equation that accounts for the position of the neutral axis?
 
Last edited:

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