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1. Re: [TowerTalk] 50' on 12" slab (score: 1): Author: Red <RedHaines@centurytel.net>; Date: Wed, 20 Aug 2003 19:30:16 -0500; Hello, Mike; The other responses I see are correct; the balcony must be capable of safely supporting the weight of the tower and equipment plus any other load that may be on it. The concrete structur; /archives//html/Towertalk/2003-08/msg00000.html (9,451 bytes)
2. [TowerTalk] 50' on 12" slab (score: 1): Author: mike.wrigglesworth@soundprint.com (Mike Wrigglesworth); Date: Tue Aug 19 18:38:59 2003; Hello, I'm hoping to install a 50' self-supporting tower onto a 12" concrete slab that is a balcony on a building within a plant. The balcony is 17' above grade and has a surface 12' x 17'. Is this p; /archives//html/Towertalk/2003-08/msg00686.html (6,950 bytes)
3. [TowerTalk] 50' on 12" slab (score: 1): Author: K9RB@bellsouth.net (Roger Borowski); Date: Tue Aug 19 20:02:30 2003; Mike, Although 12" thick concrete may seem fairly substantial, concrete has tremendous compressive strength but little in the way of tension or bending strength. I would suggest if this is a plan you; /archives//html/Towertalk/2003-08/msg00691.html (10,129 bytes)
4. [TowerTalk] 50' on 12" slab (score: 1): Author: on4kj@skynet.be (on4kj); Date: Tue Aug 19 19:37:25 2003; Take care Mike, the balcony may not support the weight of your 50' self supporting tower. Take at least advice from an architect, if it comes down it will really be catastrophic. We recently have see; /archives//html/Towertalk/2003-08/msg00698.html (8,335 bytes)

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