Mail Archive Search: <+subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Guy\s+rod\s+stress\s*$/>

Results:

References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Guy\s+rod\s+stress\s*$/: 2 ]

Total 2 documents matching your query.

1. [TowerTalk] Guy rod stress (score: 1): Author: n2mg@contesting.com (Mike Gilmer - N2MG); Date: 1 Jun 2001 12:33:56 -0700; Part of a recent thread referred to wanting the ability to change a guyed tower's height at some date after initial construction. While a noble goal to plan ahead, I wonder what kind of added stress; /archives//html/Towertalk/2001-06/msg00026.html (7,453 bytes)
2. [TowerTalk] Guy rod stress (score: 1): Author: w5kp@swbell.net (Jerry W5KP); Date: Fri, 01 Jun 2001 19:52:45 -0500; A fair question, and I did mull that over a bit, but the rods are 7' long 5/8" mild steel, will have about 3' sticking out of the ground, and with a 30' increase, the center is only raised about 9 fe; /archives//html/Towertalk/2001-06/msg00035.html (8,888 bytes)

Current List: 1 - 2
Page: [1]