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|    rec.crafts.metalworking    |    Metal working and metallurgy    |    215,319 messages    |
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|    Message 213,626 of 215,319    |
|    Bob La Londe to Jim Wilkins    |
|    Re: Beam Clamp On An Incline Beam    |
|    15 Aug 24 11:28:48    |
      From: none@none.com99              On 8/15/2024 6:21 AM, Jim Wilkins wrote:       > "Jim Wilkins" wrote in message news:v9jdo0$kv7a$1@dont-email.me...       >       >> A tripod of 2" x 10' water pipe is stronger but difficult to set up       >> because the center of gravity is so high.       >       > Also the pipes alone weigh ~110 Lbs and connecting the 3 top ends on a       > ladder is difficult and risky with only two hands, it has to be raised       > with its top ends connected, more weight on top to fight. The neighbor       > loaned me his 2" pipe tripod but after setting it up once and straining       > my back I made my own from lighter 2-3/8" OD x 8' fence tubing, which       > has served very well. I think he set it up while standing on a truck bed       > or the front of the vehicle whose engine he was swapping. Although EMT       > may be intentionally soft enough to bend its elastic modulus is the same       > as any other steel and that's what determines long column buckling       > resistance.       > https://en.wikipedia.org/wiki/Johnson%27s_parabolic_formula       >       > On asphalt or concrete the tripod needs ball joint baseplates which are       > tied together to prevent spreading. Connecting the leg ends in a delta       > pattern creates a tripping hazard, connecting the baseplates to lower       > the rope requires ball sockets with enough depth to retain the balls at       > the leg angle. For the gantry tripods where the load isn't between the       > legs a wye rope pattern is less of a nuisance under foot and tightening       > one rope also removes slack from the other two. When possible I guy the       > tripod top to anchors because lateral pull or any foot slipping can       > bring it down.       >       > So far a fence post acorn cap in a beveled hole has been close enough to       > a ball joint. The point digs in and holds on dirt when a lighter load       > doesn't require a baseplate. The only breakage was a puncture from a       > sharp rock in the ground. The EMT ends are cast iron acorn caps too       > small to fit over the tube, so I turned their OD down to fit snugly       > inside it. The water pipe shear legs have hemi ball ends turned from a       > dumbbell.       >       > I don't give load capacities to force you to calculate, measure and be       > responsible for them yourself, as your construction or usage may vary       > from mine.       >              I just don't find much good salvage steel around here, although to be       honest I've pretty much quit looking.              --       Bob La Londe       CNC Molds N Stuff                     --       This email has been checked for viruses by AVG antivirus software.       www.avg.com              --- SoupGate-Win32 v1.05        * Origin: you cannot sedate... all the things you hate (1:229/2)    |
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