[TowerTalk] Guyed towers flexible restrains
Mark Foigel
markfoigel at 012.net.il
Sun Jan 28 14:38:52 EST 2007
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 for the mast?
Appreciate a lot,
Mark
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