To: | <towertalk@contesting.com> |
---|---|
Subject: | [TowerTalk] pier point vs section in concrete |
From: | brunet@us.ibm.com (Pete Brunet) |
Date: | Fri, 20 Mar 1998 13:41:22 -0500 |
What are the pros and cons of using a pier point bottom instead of burying a 5' tower section in concrete? Thanks, Pete ===== Pete Brunet - Austin, TX 78758 (512) 838-4594 voice, (512) 838-9367 fax, brunet@us.ibm.com, ws4g -- FAQ on WWW: http://www.contesting.com/towertalkfaq.html Submissions: towertalk@contesting.com Administrative requests: towertalk-REQUEST@contesting.com Problems: owner-towertalk@contesting.com Search: http://www.contesting.com/km9p/search |
<Prev in Thread] | Current Thread | [Next in Thread> |
---|---|---|
|
Previous by Date: | [TowerTalk] wind load, Pete Brunet |
---|---|
Next by Date: | [TowerTalk] pier point vs section in concrete, george fremin iii |
Previous by Thread: | [TowerTalk] EIA spec 222-F, Pete Brunet |
Next by Thread: | [TowerTalk] pier point vs section in concrete, george fremin iii |
Indexes: | [Date] [Thread] [Top] [All Lists] |