Return-Path: Received: from imo26.mx.aol.com ([198.81.17.70]) by truman.olsusa.com (Post.Office MTA v3.5.1 release 219 ID# 0-52269U2500L250S0V35) with ESMTP id com for ; Mon, 28 Jun 1999 10:59:27 -0400 Received: from RWolf99@aol.com by imo26.mx.aol.com (IMOv20.21) id kQDTa03724 (7810) for ; Mon, 28 Jun 1999 11:01:02 -0400 (EDT) From: RWolf99@aol.com Message-ID: Date: Mon, 28 Jun 1999 11:01:02 EDT Subject: Jacking Points To: lancair.list@olsusa.com X-Mailing-List: lancair.list@olsusa.com Mime-Version: 1.0 <<<<<<<<<<<<<<<<--->>>>>>>>>>>>>>>> << Lancair Builders' Mail List >> <<<<<<<<<<<<<<<<--->>>>>>>>>>>>>>>> >> In a message dated 6/27/99 9:58:25 PM, you wrote: <> Two possible problems, neither of which may be harmful: 1) You would have to make sure that the wing root bending moment is not too high. The wing design limit load in flight (6 G's times the gross weight) is distributed along the wing. The concentrated load out at the wingtip would result in a higher bending moment per pound of load, but with a smaller load, of course. I gotta think that it would be less than a 6 G flight load -- but I have not run the numbers. 2) If you're building the plane, and the wings are off, you'd need another way to lift the plane. Having said that, I agree that the per-plans jacking points are rather close inboard. I once stood on the wing spar out near the BL-50 rib (climbing into my project) and caused the plane to lift off it's jack point on the other side. (No damage was done -- the pin dropped back into the hole.) My fuselage is very light now (there's almost nothing in it yet) so that won't be a problem too much longer. Now I have a small stepladder near the wing root so I don't have to climb on the spar. I use the A-frame jackstand that was in the LNN newsletter about four years ago -- It works great! - Rob Wolf >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> LML homepage: http://www.olsusa.com/Users/Mkaye/maillist.html