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1. [TowerTalk] FW: FW: UST bolt Torque question (score: 1): Author: "KM5VI" <km5vi@flukey.cc>; Date: Tue, 25 Jun 2013 15:12:03 -0500; Very well put Mickey and I agree with your 90% comment as well. Page 51 of the Research Council on Structural Connections (RCSC) Specification for Structural Joints Using High-Strength Bolts gives us; /archives//html/Towertalk/2013-06/msg00393.html (12,511 bytes)
2. Re: [TowerTalk] FW: FW: UST bolt Torque question (score: 1): Author: Grant Saviers <grants2@pacbell.net>; Date: Tue, 25 Jun 2013 16:37:04 -0700; Great to have some technical specs for "snug tight". Thanks. A hammer struck spud wrench? I would think the spec means a typical tapered spud wrench about 18" long for a 1" bolt. I'd estimate ironwor; /archives//html/Towertalk/2013-06/msg00400.html (15,367 bytes)
3. Re: [TowerTalk] FW: FW: UST bolt Torque question (score: 1): Author: K8RI <K8RI-on-TowerTalk@tm.net>; Date: Tue, 25 Jun 2013 20:10:17 -0400; A hammer struck spud wrench? I would think the spec means a typical tapered spud wrench about 18" long for a 1" bolt. I'd estimate ironworkers I've met can (easily - no insult intended) apply 80 to 1; /archives//html/Towertalk/2013-06/msg00401.html (8,107 bytes)

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