- 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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