liveforphysics said:
Help me understand here Chalo. 16awg is 1.31mm^2, or 0.00203in^2 of cross sectional area (645mm^2 per 1in^2).
To pre-stress this spoke at 220lbf, you are putting a load of 108,000 lbs/in^2 tensile pre-loading on the spoke.
Are we in agreement up to this point?
Let's do numbers.
A 16 gauge spoke is 1.6mm in diameter.
13ga = 2.3mm
14ga = 2.0mm
15ga = 1.8mm
17ga = 1.5mm
According to spoke manufacturers, the drawn stainless steel (almost always 304 stainless) in spokes can exceed 200,000 lbf/square inch.
http://www.sapim.be/index.php?st=products&sub=spokes&category=3960&id=3386&detail=butted
This specifies the center section of these 14/17ga spokes as having 1500N/mm^2 strength. That's 217,600 psi. The center section is 1.5mm in diameter and has a nominal area of 1.767mm^2. So it should have a strength of 2650 newtons, which is 596 lbf. Putting 220 lbf of tension on such a spoke should be OK-- and this is the thinnest size of spoke in general use.
The 14ga ends and elbows of these butted spokes have a nominal cross-sectional area of 3.14mm^2. If we assume the lowest tensile strength specified for a Sapim straight-gauge spoke in these areas, then their strength should be 1080N/mm^2 x 3.14mm^2, or 762 lbf.
http://www.sapim.be/index.php?st=products&sub=spokes&category=3959&id=3340&detail=aero
This one claims 1600N/mm^2. That's 232,100 psi. These elliptical spokes weigh the same as the aforementioned 14/17ga round spokes, so their center section must be equivalent. So they are good for 2827N or 636 lbf.
Now let's do the numbers for a 13/14ga single-butted spoke designed for strength.
http://www.sapim.be/index.php?st=products&sub=spokes&category=3960&id=3387&detail=butted
1400N/mm^2 in the center section, but with a 3.14mm^2 cross-sectional area there. 4.15mm^2 in the elbows. Center strength: 4398N or 989 lbf. Elbow strength, again assuming the lowest published strength for this manufacturer: 4487N or 1009 lbf.
DT Swiss does not publish tensile stress for their spokes, but experience suggests that they are at least the equal of Sapim spokes in this regard. They are less easily bent when lacing, which indicates higher yield stress.
As I said, I consider 100kgf a good minimum tension for the tighter side of a spoked wheel. But if the rim is sturdy, I use up to 140kgf per spoke without issues. Thus I can make wheels that are reliable and stable under very heavy loads, because the inward deflection of the rim does not exceed the spokes' elastic takeup, and the spokes do not go slack in use.
Chalo