Math Q?

[jp-]

Does anyone know what the amount of deflection would be on a 6" diameter, schedule 40 pipe spanning a length of 24'? Or is there a formula for that?

[siii8873]

JP,
I could calculate this. One thing I would need to know is what is the load on the pipe and where is it located?

[jac04]

...also specify how it is supported...

[jp-]

Supported on each end, free hanging in the middle. No more than 100 pounds of weight would be bolted to the pipe, plus it must carry its own weight.

[4flattires]

..won't be of any consolation when the pipe bursts and leaks. Consult a professional.

That being said, I have always gotten good info from this site: http://www.terrylove.com/forums/

You didnt mention if your schedule 40 was PVC or iron. I would think the weak link in a 24' span would be the connectors.

My 2c.

Jeff

[jp-]

Sorry, should have mentioned that the pipe will not be holding any fluid. It is for a massive jig to make 24' long parts.

Pipe would be steel, not pvc.

The current fixture uses square tubing that is supported in the middle. I want to eliminate the middle support if I can. That will give me a quick change ability that the current fixture does not have.

[jp-]

Also, was going to ask what the deflection would be on Schedule 80 vs 40.