kryanl
Mechanical
- Jul 30, 2001
- 34
Hello all,
I am trying to get involved with pipe support design. (We're going to re-vamp our standard support details a little bit in the next year or so) I know a lot about a little with regards to support design, mainly due to being familiar with our existing standards, but I do realize I don't really know where they came from, or how to go about support selection, design, and load limits. Can anyone point me toward a good book, or even website that gives a thourough, complete discussion on each step involved in designing supports? It would be great if it was so generic as to explain how standards are developed.
For instance, say there is a T-pole made of 4" TS. Our current standards give a load limit of ~4,000 lbs. but, when I work through Euler's equation, I come up with a critial load of ~ 100,000 lbs! Of course there are factors of safety, but I'd like to know what else I'm missing. We've obviously not designed our supports standards strictly based upon the typical slender beam theory, or straight strength of material equations.
Thanks all for any guidance.
I am trying to get involved with pipe support design. (We're going to re-vamp our standard support details a little bit in the next year or so) I know a lot about a little with regards to support design, mainly due to being familiar with our existing standards, but I do realize I don't really know where they came from, or how to go about support selection, design, and load limits. Can anyone point me toward a good book, or even website that gives a thourough, complete discussion on each step involved in designing supports? It would be great if it was so generic as to explain how standards are developed.
For instance, say there is a T-pole made of 4" TS. Our current standards give a load limit of ~4,000 lbs. but, when I work through Euler's equation, I come up with a critial load of ~ 100,000 lbs! Of course there are factors of safety, but I'd like to know what else I'm missing. We've obviously not designed our supports standards strictly based upon the typical slender beam theory, or straight strength of material equations.
Thanks all for any guidance.