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[TowerTalk] Guyed towers flexible restrains

Subject: [TowerTalk] Guyed towers flexible restrains
From: Mark Foigel <>
Date: Sun, 28 Jan 2007 20:38:52 +0100
List-post: <>

Computing the mast itself:

What will be the adequate model so to assess rigidity of the partial
restrains ("spring type"), as normally provided by the guys in a continuous
beam model assumption for the mast?

Appreciate a lot,


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