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Total 4 documents matching your query.

1. [TowerTalk] Fwd: Achor bolts? (score: 1): Author: Hans Hammarquist via TowerTalk <towertalk@contesting.com>; Date: Sat, 24 Mar 2018 14:39:22 -0400; Jim, So what you are telling me is that it would be OK to use the $3 anchor bolts for freestanding tower? I guess I was overly pessimistic when I anchored my tower with 12 bolts into granite and adde; /archives//html/Towertalk/2018-03/msg00199.html (10,908 bytes)
2. [TowerTalk] Fwd: Achor bolts? (score: 1): Author: Hans Hammarquist via TowerTalk <towertalk@contesting.com>; Date: Sat, 24 Mar 2018 14:47:18 -0400; Well Jim, With a working force of 10 000 lb and a pull-out force of 15 000 to 28 000 lb gives you a safety margin of 1.5 to 2.8. Would you trust that? What I remember from my engineering school time; /archives//html/Towertalk/2018-03/msg00200.html (10,537 bytes)
3. Re: [TowerTalk] Fwd: Achor bolts? (score: 1): Author: jimlux <jimlux@earthlink.net>; Date: Sat, 24 Mar 2018 14:39:05 -0700; Jim, So what you are telling me is that it would be OK to use the $3 anchor bolts for freestanding tower? No, it's just that you can design something to use whatever components you want to use. Not e; /archives//html/Towertalk/2018-03/msg00202.html (9,933 bytes)
4. Re: [TowerTalk] Fwd: Achor bolts? (score: 1): Author: jimlux <jimlux@earthlink.net>; Date: Sat, 24 Mar 2018 14:43:32 -0700; Well Jim, With a working force of 10 000 lb and a pull-out force of 15 000 to 28 000 lb gives you a safety margin of 1.5 to 2.8. Would you trust that? No, but you'd se more than one bolt. Dynamic loa; /archives//html/Towertalk/2018-03/msg00203.html (11,513 bytes)

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