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1. [TowerTalk] Mast calculation (score: 1): Author: Stan Stockton <wa5rtg@gmail.com>; Date: Sun, 16 Nov 2014 07:33:23 -0600; Wondering if any mechanical engineers out there could calculate this: If you had 60 feet of 2 inch OD x .125 wall 6061-T6 (held solid at one end) how much rotational torque (foot pounds?) at the othe; /archives//html/Towertalk/2014-11/msg00234.html (7,390 bytes)
2. Re: [TowerTalk] Mast calculation (score: 1): Author: Jim Lux <jimlux@earthlink.net>; Date: Sun, 16 Nov 2014 08:59:10 -0800; On 11/16/14, 5:33 AM, Stan Stockton wrote: Wondering if any mechanical engineers out there could calculate this: If you had 60 feet of 2 inch OD x .125 wall 6061-T6 (held solid at one end) how much r; /archives//html/Towertalk/2014-11/msg00239.html (8,654 bytes)

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