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section modulus of a tapered section

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Binshel07

Structural
Joined
Aug 10, 2007
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Does anyone here knows how to calculate the elastic/plastic section moduli of a tapered section?
 
Same as a non tapered member, you just have to do it a few times at various depths to get the trend (assuming straightline taper)
 
ditto, perhaps explain the direction of taper ... like in-plane (so the section's not rectangular) or out-of-plane (like a swaged tube) ?
 
If you mean the cross-section is not rectangular, it just becomes an integration problem from the definition.

You can get some section properties via AutoCAD- draw the shape, change it into a "Region" (if I remember right), move it so the centroid is at 0,0, then check properties of the region. I'd prefer the direct route.
 
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