Hi............
ok ...that is anormal feeling usually people thinks about when they works ,
anyway I think that some time when we add extra length its better to add
stringth. There are many ways to know if its going to be safe or not ,the
best way is by calculation,or by testing . Personally I covered my both H/S
& V/S spars with one layer of 200grams regular C-F, with vacume system and
the result was great ,, just be ware of the new dimentions on your
templates. I built two H/S ,the spars in the first one are covered with
E-glass and the seconde one with C-F........................
hope that will stop your dout feeling
best regards
nasser
>From: larry flesner <[email protected]>
>Reply-To: KRnet <[email protected]>
>To: KRnet <[email protected]>
>Subject: Re: KR> H/S spars strenght
>Date: Fri, 05 Dec 2003 10:01:01 -0600
>
>At 04:52 PM 12/5/03 +1100, you wrote:
> >I have increased my H/Stabilizer spars 12 inches, Some have told me to
> >increase the spar size and strength, others say here is no need.
> >Any advise would be welcomed
> >Phil Matheson
>+++++++++++++++++++++++++++++++++++++++++++++++++++++++
>
>Phil,
>
>I'm not an engineer so the answer to that is a bit out of my league.
>
>I've never heard of a HS failure in the standard KR or any other
>structural failure for that matter. The 12 inch extention changes
>things though and they might stand a bit of re-inforcemet.
>
>Are you building a 2 or a 2S? If you are building a 2S I'd stick
>with the dimentions called for in the plans. If you are building
>a 2 I'd go with the dimention of the 2S and build it to the
>2S plans. I'd not go bigger than the 2S plans.
>
>Hope that is of some help.
>
>Larry Flesner
>
>
>
>_______________________________________________
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