Calculating Bending Moment: 2b Question and Solution | Homework Equations

AI Thread Summary
The discussion focuses on calculating bending moments for a homework problem, specifically addressing question 2b. The position of the neutral axis is identified as 37.14mm, with a second moment of area of 2.83 x 10^(-6). Initial calculations for maximum compression and tension were found to be slightly off, prompting a reevaluation. It was clarified that the correct stress values should include an additional 3.6 MPa for axial compression, leading to revised answers of 30.93 MPa for tensile stress and -61.99 MPa for compressive stress. The importance of applying the combined stress formula was emphasized to achieve accurate results.
mzha109
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Homework Statement


The problem can be found here:
2422006-1.png


Sorry the picture is so small. I guess you can download it and then zoom in or something. The main question I'm interested in 2b. Calculating the moment.

position of neutral axis: 37.14mm
Second moment of area: 2.83 x 10^(-6)

Homework Equations


The flexure formula.

The Attempt at a Solution


My answers for maximum compression : 58.4MPa and maximum tension: 34.5MPa. They're off by about 4Mpa respectively.
 
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Sorry I should have made it more obvious. The answers are:

Stress tensile=30.93 MPa, Stress compressive=-61.99 MPa.

I can't figure out why I'm wrong.
 
:smile:Me neither,so maybe they're wrong?
 
I hope not. It was an exam question. I'd imagine they'd be more careful.
 
Your answers are correct for bending alone, but there is an additional 3.6 MPa for the axial compression. In other words apply the combined stress formula N/A +- M/Z
 
pongo38 said:
Your answers are correct for bending alone, but there is an additional 3.6 MPa for the axial compression. In other words apply the combined stress formula N/A +- M/Z
Nice catch, thanks, we completely overlooked that.
 
pongo38 said:
Your answers are correct for bending alone, but there is an additional 3.6 MPa for the axial compression. In other words apply the combined stress formula N/A +- M/Z

Oh of course I can't believe I forgot that. Thankyou so much.
 
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