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1. [oletrucks] Shop Hoist Engineering Question (score: 1): Author: "Nelson, Jeff - DTC" <jnelson@paducah.k12.ky.us>; Date: Mon, 5 Jun 2000 12:57:11 -0500; I am in the process of designing my garage/shop which I am finally going to build this summer. It will be 24' deep and 32' wide, with three bays and three 9' roll up garage doors. I am probably going; /html/oletrucks/2000-06/msg00071.html (8,847 bytes)
2. Re: [oletrucks] Shop Hoist Engineering Question (score: 1): Author: "Terry Beynon" <tbeynon@dsl.telocity.com>; Date: Mon, 5 Jun 2000 14:49:06 -0500; In one of my past lives, I had something to do with engineering (piping design). My structural experience had to do with hanging the pipe. IMHO "pole barn" and a 24 foot I-beam don't go together. Tha; /html/oletrucks/2000-06/msg00072.html (9,941 bytes)
3. Re: [oletrucks] Shop Hoist Engineering Question (score: 1): Author: "Terry Beynon" <tbeynon@dsl.telocity.com>; Date: Mon, 5 Jun 2000 15:34:41 -0500; I'm not sure I know what a jib crane is. Is it a one-point mount to the floor with a cantilevered arm? Your crane rail hoist idea may work but with the suspension and rail independant of the buildin; /html/oletrucks/2000-06/msg00074.html (8,157 bytes)
4. Re: [oletrucks] Shop Hoist Engineering Question (score: 1): Author: "Mark Holovka" <holovka@earthlink.net>; Date: Fri, 26 May 2000 04:55:52 -0400; Engine out, engine in. I'm thinking a whole lot less than 24' for the "I" beam, it seems that the cost of a beam that long with provision for hoisting a dynamic load would be prohibitive. As many tim; /html/oletrucks/2000-06/msg00076.html (9,762 bytes)
5. Re: [oletrucks] Shop Hoist Engineering Question (score: 1): Author: "Allen Jones" <jonesal@u.washington.edu>; Date: Mon, 5 Jun 2000 14:31:45 -0700; The system could work if properly detailed, however heavy steel and timber systems typically do not mix. Next, a 24-foot span is really long, therefore I assume you plan on properly bracing the beam; /html/oletrucks/2000-06/msg00078.html (11,064 bytes)
6. RE: [oletrucks] Shop Hoist Engineering Question (score: 1): Author: "Rich Gallagher" <rgallagrrr@mcn.net>; Date: Mon, 5 Jun 2000 17:45:24 -0600; Jeff, I put a 28 x 40 shop addition on my barn for a shop. Used pole barn construction. I didn't do the math, but I'm pretty sure that ordinary footings/framing would not have been much more expensiv; /html/oletrucks/2000-06/msg00083.html (9,616 bytes)
7. Re: [oletrucks] Shop Hoist Engineering Question (score: 1): Author: "David" <David@gardener.com>; Date: Mon, 5 Jun 2000 18:51:48 -0500; I have seen a shop where the beam went the other way. It transverses two bays. It is supported by steel columns. Lets you back into or pull into lift off, and move left or right as the case may be. A; /html/oletrucks/2000-06/msg00086.html (9,551 bytes)
8. Re: [oletrucks] Shop Hoist Engineering Question (score: 1): Author: "Boteler Family" <boteler@olg.com>; Date: Mon, 5 Jun 2000 22:19:50 -0400; Hi Jeff, I built a 36w x 30d with (2) 16w x 8h doors and a 9-1/2' ceiling. I wish I had made it taller and wider. I have a few comments/opinions: It looks like you will not have enough room between b; /html/oletrucks/2000-06/msg00093.html (10,595 bytes)
9. Re: [oletrucks] Shop Hoist Engineering Question (score: 1): Author: "Deve Krehbiel" <dkrehbiel@kscable.com>; Date: Tue, 6 Jun 2000 21:57:07 -0500; I had/have this very same dilemna. I really WANT a nice I beam going up the middle of my service bay, but its a steel building with the main beams out of location for any stability, so I would be for; /html/oletrucks/2000-06/msg00094.html (12,489 bytes)
10. Re: [oletrucks] Shop Hoist Engineering Question (score: 1): Author: CLLLSLS@aol.com; Date: Mon, 5 Jun 2000 23:29:23 EDT; Stick to your guns! Don't let these guys talk you out of it! Your problem is pretty simple and I'm sure you were hoping for a simple answer. Not "Go pay an engineer." 30X40X10 foot pole barn shop an; /html/oletrucks/2000-06/msg00098.html (9,550 bytes)

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