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Total 6 documents matching your query.

1. Re: Lifts - concrete psi (score: 1): Author: "Mark J. Andy" <marka@telerama.com>; Date: Tue, 2 Sep 2003 11:09:14 -0400 (EDT); I've watched a friend drop a car off a lift. Keep being anal about projects like this. Mark /// unsubscribe/change address requests to majordomo@autox.team.net or try /// http://www.team.net/mailman; /html/shop-talk/2003-09/msg00002.html (6,950 bytes)
2. Lifts - concrete psi (score: 1): Author: "Wayne Farrington" <w.farrington@verizon.net>; Date: Fri, 29 Aug 2003 00:00:07 -0700; Thanks for all the input on lifts guys. I called the supplier and got the exact package measurements and weight. Called the Yellow freight terminal in Seattle and verified that they have a grade leve; /html/shop-talk/2003-08/msg00138.html (8,746 bytes)
3. Re: Lifts - concrete psi (score: 1): Author: Trevor Boicey <tboicey@brit.ca>; Date: Fri, 29 Aug 2003 12:56:08 -0400; I guess it's easy for me to be Mr. Grumpy here, but I would be careful with that. As mentioned, it's almost impossible to load a two post lift balanced properly fore-to-aft, so you can be sure that t; /html/shop-talk/2003-08/msg00139.html (8,020 bytes)
4. Re: Lifts - concrete psi (score: 1): Author: "Wayne Farrington" <w.farrington@verizon.net>; Date: Fri, 29 Aug 2003 16:01:31 -0700; Thanks for the replies gentlemen. I realize I'm probably being a bit anal about all this but bear with me for a little bit here. The building is of the "pole building" type and is 36' long by 28' dee; /html/shop-talk/2003-08/msg00141.html (10,306 bytes)
5. Re: Lifts - concrete psi (score: 1): Author: "Wayne Farrington" <w.farrington@verizon.net>; Date: Fri, 29 Aug 2003 16:33:26 -0700; Sooo, after typing up that last long post, I had a brilliant idea. Why not call the manufacturer and see what they have to say?!?!? Silly idea I know. Anyway, I just called Bendpak and talked with th; /html/shop-talk/2003-08/msg00142.html (9,195 bytes)
6. Re: Lifts - concrete psi (score: 1): Author: "Susan and Mark Miller" <marknsuz@pacbell.net>; Date: Fri, 29 Aug 2003 21:39:02 -0700; The at a it 5.5in. but my rating? to how to then guy. Call the lift mfg. The added thickness may be enough to compensate for the lower PSI rating, or that could be a number that isn't that important; /html/shop-talk/2003-08/msg00143.html (8,584 bytes)

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