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1. [TowerTalk] Parting comments (score: 1): Author: ni6w@yagistress.minden.nv.us (Kurt Andress); Date: Thu, 06 Aug 1998 02:25:33 -0700; Forgot to say a few things that may help a few fellows, For guyed towers, My analyses have found that when the wind blows in line with a set of guys, the guy line loads are maximized and the tower be; /archives//html/Towertalk/1998-08/msg00133.html (8,787 bytes)
2. [TowerTalk] Parting comments (score: 1): Author: ni6w@yagistress.minden.nv.us (Kurt Andress); Date: Thu, 06 Aug 1998 17:43:25 -0700; Hi Jeff,Sorry, my mistake, you are right. My statement should have been phrased differently. The tower deflection is least when the wind is in line with a set of guys. The tower deflection is greates; /archives//html/Towertalk/1998-08/msg00150.html (8,274 bytes)
3. [TowerTalk] Parting comments (score: 1): Author: ni6w@yagistress.minden.nv.us (Kurt Andress); Date: Thu, 06 Aug 1998 18:22:09 -0700; Hi Pat,Thanks for the comments. You are probably right. Here,we only freeze about 18" down. But my sandy soil looks to really like all of the lateral footing faces if I don't use a pier pin base. The; /archives//html/Towertalk/1998-08/msg00155.html (9,670 bytes)

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