Mail Archive Search: <+subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Anchor\s+Bolts\s+US\s+Tower\s*$/>

Results:

References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Anchor\s+Bolts\s+US\s+Tower\s*$/: 2 ]

Total 2 documents matching your query.

1. [TowerTalk] Anchor Bolts US Tower (score: 1): Author: "Brad L. Tracey" <btracey60@verizon.net>; Date: Tue, 04 Sep 2012 12:45:54 -0400; I'm not going to get into the tower cable lubricate part of the group with US Tower. But to answer Jim's comment about snug fit. As a Commercial Contractor I build a lot of Pre-engineered building an; /archives//html/Towertalk/2012-09/msg00053.html (7,617 bytes)
2. Re: [TowerTalk] Anchor Bolts US Tower (score: 1): Author: Grant Saviers <grants2@pacbell.net>; Date: Tue, 04 Sep 2012 21:08:26 -0700; My experience with a new steel structure was quite different. All heavy structural ("red iron") steel to steel bolts were tightened with a torque wrench. In some cases to 200 ft-lbs for the A36 faste; /archives//html/Towertalk/2012-09/msg00073.html (9,996 bytes)

Current List: 1 - 2
Page: [1]