[TowerTalk] Guyed towers flexible restrains

[Mark Foigel <markfoigel@012.net.il>]

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


-- 
No virus found in this outgoing message.
Checked by AVG Free Edition.
Version: 7.1.410 / Virus Database: 268.17.12/654 - Release Date: 27/01/2007
 

_______________________________________________



_______________________________________________
TowerTalk mailing list
TowerTalk@contesting.com
http://lists.contesting.com/mailman/listinfo/towertalk