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1. [TowerTalk] Guyed towers flexible restrains (score: 1): Author: Mark Foigel <markfoigel@012.net.il>; Date: Sun, 28 Jan 2007 20:38:52 +0100; Hi, 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 f; /archives//html/Towertalk/2007-01/msg00750.html (6,676 bytes)
2. Re: [TowerTalk] Guyed towers flexible restrains (score: 1): Author: Mark Foigel <markfoigel@012.net.il>; Date: Mon, 29 Jan 2007 20:39:20 +0100; Thanks a lot Hank, tha is helping. Regards, Mark Mark: The guys in a guyed tower are actually non-linear. It is difficult to assign a spring constant to them. I model guyed towers in my FEA programs; /archives//html/Towertalk/2007-01/msg00756.html (9,815 bytes)

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