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1. [TowerTalk] Concrete base dimensions (score: 1): Author: n3xvy@sgi.net (N3XVY); Date: Sun, 26 Jul 1998 10:20:34 -0400; This is a multi-part message in MIME format. --=_NextPart_000_01BDB87F.067C2AC0 Content-Type: text/plain; charset=ISO-8859-1 Content-Transfer-Encoding: 7bit Hello to all, Name here is Bob & call sign; /archives//html/Towertalk/1998-07/msg00847.html (8,387 bytes)
2. [TowerTalk] Concrete base dimensions (score: 1): Author: kd4wiw@ipass.net (Stephen Vinson); Date: Sun, 26 Jul 1998 11:50:59 -0700; Bob For safety sake I would do one of two things. "This is my personal opinion only - with nothing to back-it up by my peace of mind" ... 1. With the type tower you are describing I would only use it; /archives//html/Towertalk/1998-07/msg00853.html (9,240 bytes)
3. [TowerTalk] Concrete base dimensions (score: 1): Author: dick@libelle.com (Dick Flanagan); Date: Sun, 26 Jul 1998 09:25:50 -0700; Lots of questions to ask first: What kind of tower? Material? Dimensions? Section length? What is going on it? Wind loading? Boom lengths? Mast length? Rotor? Where do you live? County wind specs? Wh; /archives//html/Towertalk/1998-07/msg00855.html (7,888 bytes)

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