Re: Coslick style deflection testing
 
--- In Indoor_Construction_at_yahoogroups.com, William Gowen <wdgowen@...> wrote:
>
> IMHO what you really want to do is select the best spars from the wood 
> you have available. If you use this approach then the actual test method 
> isn't that important. Just set up the deflection tester so it will work 
> with the length of your spars, then hang a weight on the end of the spar 
> that will give you a readable amount of deflection.>>
That's what I've been doing for years.  But decided to try to match LC method/stats to see if I've been overbuilding in this area (with good wood I might rather use somewhere else.)
 <<A deflection of an average 1/2" will probably work. Then all you need to do is pick the ones with the least deflection.>>
Are we talking about a .27 gram weight, and testing half spar at a time?  I just did the above with a .026g/7.0" spar, weight hung at very end for only 4/16" deflection on Hobbyshopper gauge.  This is typical result, so once again, wondering what I'm doing so different from published stats/results.
MB 
Received on Sun Oct 21 2012 - 13:18:45 CEST
This archive was generated by Yannick on Sat Dec 14 2019 - 19:13:47 CET