| To: | <towertalk@contesting.com> |
|---|---|
| Subject: | Re: [TowerTalk] Mast slipping |
| From: | "Peter Voelpel" <df3kv@t-online.de> |
| Date: | Sat, 21 Apr 2007 23:29:03 +0200 |
| List-post: | <mailto:towertalk@contesting.com> |
Right, Before the rotator the beam will fail. There is a damage foto of the Optibeam OB11-5 with almost identical wind load from my neighborhood: http://www.darc.de/distrikte/h/29/grafik/omk_nach_2.jpg 73 Peter -----Original Message----- From: towertalk-bounces@contesting.com [mailto:towertalk-bounces@contesting.com] On Behalf Of R. Kevin Stover Greg wrote: > The Optibeam OB12-6 has a windload of 16 sqft.k not 8. If the guts of the rotator can withstand 35sqft of wind load, then is it unreasonable to ask that the mast clamp be able to also? A 16sqft load is not that big. Big tribander and a shorty 40 on the same mast. _______________________________________________ _______________________________________________ TowerTalk mailing list TowerTalk@contesting.com http://lists.contesting.com/mailman/listinfo/towertalk |
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