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1. [TowerTalk] Wind Calcs for a U.S. Towers MA-40 (score: 1): Author: "Alan C. Zack" <k7acz@cox.net>; Date: Mon, 01 Mar 2004 18:32:40 -0800; I have run into a situation with my Building Dept in my attempts to get a building permit for a U.S. Towers MA-40. I have moved to a countryside QTH and wish to put up a small tower. The city buildin; /archives//html/Towertalk/2004-03/msg00016.html (8,416 bytes)
2. RE: [TowerTalk] Wind Calcs for a U.S. Towers MA-40 (score: 1): Author: Mark Brown <kb0pyo@direcway.com>; Date: Mon, 01 Mar 2004 21:24:36 -0600; I have a MA-40, I can't help with the calcs but cranked down mine has survived 90+mph winds with a 15 foot mast with a stacked pair of 5 element 6m beams that have about 3 sq ft of windload each. I h; /archives//html/Towertalk/2004-03/msg00018.html (10,282 bytes)

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