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Total 15 documents matching your query.

1. ceiling truss loading (score: 1)
Author: Robert Bownes <rbownes@neworks.net>
Date: Fri, 7 Jan 2000 11:09:10 -0500
Anyone know anything about loading formulas & trusses? I'm thinking about an I beam all the way across the shop ceiling with a hoist and roller for moving large stuff across the shop. I'd either have
/html/shop-talk/2000-01/msg00043.html (7,671 bytes)

2. Re: ceiling truss loading (score: 1)
Author: Douglas Shook <shook@usc.edu>
Date: Fri, 07 Jan 2000 09:17:08 -0800
Hi Robert, I posted a similar question a while back, and a sizable portion of the list recommended against a ceiling hoist in favor of a folding shop crane (the 1 to 2 ton wheeled engine cranes avail
/html/shop-talk/2000-01/msg00044.html (8,494 bytes)

3. Re: ceiling truss loading (score: 1)
Author: "Karl Vacek" <KVacek@ameritech.net>
Date: Fri, 7 Jan 2000 11:41:55 -0600
Best source is something like "Machinery's Handbook" - most libraries have it. There are many, many formulae in there. Analyze your situation and pick the right one. Your trusses constructed of 2x4's
/html/shop-talk/2000-01/msg00045.html (8,680 bytes)

4. Re: ceiling truss loading (score: 1)
Author: Jim Powell <jsp98m3@home.com>
Date: Fri, 07 Jan 2000 09:53:01 -0800
Just a couple of thoughts on engine hoists. Get spare chains with hooks so you can pick up things besides a motor. Different hoists will have a different spread between the horizontal legs that go ba
/html/shop-talk/2000-01/msg00046.html (9,606 bytes)

5. RE: ceiling truss loading (score: 1)
Author: Robert Bownes <rbownes@neworks.net>
Date: Fri, 7 Jan 2000 12:53:28 -0500
I have a shop crane. Problem is, there are two functions I'd like to have that it can't be used for. One is moving an engine to/from a clean area in the shop. This can be easily fixed with an engine
/html/shop-talk/2000-01/msg00047.html (10,012 bytes)

6. Re: ceiling truss loading (score: 1)
Author: "Peter Schauss" <schauss@worldnet.att.net>
Date: Fri, 7 Jan 2000 22:39:50 -0500
Having used both, I like the ceiling hoist a bit better. The main advantage is that the legs on the HF folding shop crane are too high off the ground to slide under the front of either of my British
/html/shop-talk/2000-01/msg00048.html (10,090 bytes)

7. Re: ceiling truss loading (score: 1)
Author: dave.williams@chaos.lrk.ar.us (Dave Williams)
Date: Sat, 08 Jan 2000 02:57:00 -0500
I'd always used ceiling hoists, pushing the car back and forth as needed. A shop crane looked like it would be more useful, so I bought one. I barely had room to maneuver it, and when I wasn't using
/html/shop-talk/2000-01/msg00049.html (8,289 bytes)

8. Re: ceiling truss loading (score: 1)
Author: "Robert Paul" <rpaul@surfree.com>
Date: Sun, 9 Jan 2000 13:05:46 -0500
How about a "gantry" crane. I was looking at them for an application at my work. They look kind of like a swing set but with wheels on the bottom of each leg. They come in different length spans to
/html/shop-talk/2000-01/msg00050.html (8,899 bytes)

9. Re: ceiling truss loading (score: 1)
Author: Steven Trovato <trovato@computer.net>
Date: Sun, 09 Jan 2000 21:18:07 -0500
They have these in the Travers catalog. They seem to run about $1000 to $1600 or so, in 1 to 3 ton capacities, with varied height ranges. I'd have to pull a lot of engines to justify that over a regu
/html/shop-talk/2000-01/msg00051.html (9,185 bytes)

10. Re: ceiling truss loading (score: 1)
Author: "Phil Ethier" <pethier@isd.net>
Date: Sun, 9 Jan 2000 21:14:35 -0600
of http://www.spanco.com It loaded slowly and poorly on my home machine with 28.8. I will try from the office at lunch tomorrow. Phil Ethier Saint Paul Minnesota USA 1970 Lotus Europa, 1992 Saturn S
/html/shop-talk/2000-01/msg00052.html (8,630 bytes)

11. Re: ceiling truss loading (score: 1)
Author: "Rex Burkheimer" <rex@txol.net>
Date: Tue, 11 Jan 2000 08:38:02 -0600
A while back this same thread came up. Several suggested building a gantry crane with I-Beams. If your shop was narrow enough - say, 25 feet max - you can span the ceiling with an I-beam, support by
/html/shop-talk/2000-01/msg00053.html (9,874 bytes)

12. RE: ceiling truss loading (score: 1)
Author: Robert Bownes <rbownes@neworks.net>
Date: Mon, 10 Jan 2000 10:31:24 -0500
That was essentially my plan but to run an I beam above/on the ceiling trusses and suspend a second from that. Looks like the appropriate solution is to run one hefty beam across the short dimension
/html/shop-talk/2000-01/msg00054.html (11,269 bytes)

13. Re: ceiling truss loading (score: 1)
Author: "Michael D. Porter" <mporter@zianet.com>
Date: Tue, 11 Jan 2000 01:53:02 -0700
Well, not yet. But, I ran across a program here: http://www.mecheng.asme.org/database/WIN_ENG/MASTER.HTML which is made for calculating wooden beam and truss stresses, winwood.zip. Might have a look
/html/shop-talk/2000-01/msg00075.html (8,794 bytes)

14. Re: ceiling truss loading (score: 1)
Author: "Peter Schauss" <schauss@worldnet.att.net>
Date: Thu, 13 Jan 2000 18:33:09 -0500
I bought a four post lift from Cytech a year and a half ago. I have been quite pleased with it. Peter Schauss Long Island, NY 1963 BJ7 1980 MGB
/html/shop-talk/2000-01/msg00083.html (12,094 bytes)

15. Re: ceiling truss loading (score: 1)
Author: Jon & Deb Rush <jdrush@enter.net>
Date: Sat, 15 Jan 2000 12:21:37 -0500
Care to share the cost? JOn Rush
/html/shop-talk/2000-01/msg00093.html (12,498 bytes)


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