Mail Archive Search: <+subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Bolt\s+in\s+Hole\s+$45\s+Top$\s*$/>

Results:

References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Bolt\s+in\s+Hole\s+$45\s+Top$\s*$/: 3 ]

Total 3 documents matching your query.

1. [TowerTalk] Bolt in Hole (45 Top) (score: 1): Author: 0005543629@mcimail.com (David & Barbara Leeson); Date: Sat, 03 May 1997 13:27:41 -0500 (EST); A few years ago, in a different context, the question of holes as stress risers and centers of fatigue failure was raised. Since then, I've seen a reference to the idea that a filled hole has much le; /archives//html/Towertalk/1997-05/msg00084.html (7,791 bytes)
2. [TowerTalk] Bolt in Hole (45 Top) (score: 1): Author: k1er@gte.net (John D. Peters); Date: Sat, 03 May 1997 21:38:24 -0700; Might I suggest, for those with big loads on the Rohn tower with holes pre drilled. Rather than put a bolt in the hole in the air. Before you install the tower, plug weld the holes. You can re galvan; /archives//html/Towertalk/1997-05/msg00089.html (8,947 bytes)
3. [TowerTalk] Bolt in Hole (45 Top) (score: 1): Author: dickrts@texoma.net (Dick Weber); Date: Sat, 3 May 1997 21:09:09 -0500; Comments on Stress Risers and Filling Holes Holes do create stress risers which means there is a local amplification of the stress around a hole due the disruption of shear flow. The higher local str; /archives//html/Towertalk/1997-05/msg00092.html (10,526 bytes)

Current List: 1 - 3
Page: [1]