- #1
srw2104
- 16
- 0
Hello all,
There is a 600 foot long asphalt pipeline that spans over a very large field. This specific pipeline is 10 inches in diameter and has a 3in diameter pipe attached to it. In addition, this pipeline as a whole is wrapped in 2 inches of fiberglass insulation. I need to figure out an efficient way to support this pipeline. It is reccomended that the pipleline be sitting 2 feet above ground. Material of this pipeline is schedule 40 - Carbon steel. If anyone can help with this process it would be much appreciated. Implementation of guides, shoes, and/or stops is required. I am essentially trying to figure out what type of I beam to use and at what span. Any other advice is more than welcomed.
Thank you in advance and I look forward to what you have to say.
There is a 600 foot long asphalt pipeline that spans over a very large field. This specific pipeline is 10 inches in diameter and has a 3in diameter pipe attached to it. In addition, this pipeline as a whole is wrapped in 2 inches of fiberglass insulation. I need to figure out an efficient way to support this pipeline. It is reccomended that the pipleline be sitting 2 feet above ground. Material of this pipeline is schedule 40 - Carbon steel. If anyone can help with this process it would be much appreciated. Implementation of guides, shoes, and/or stops is required. I am essentially trying to figure out what type of I beam to use and at what span. Any other advice is more than welcomed.
Thank you in advance and I look forward to what you have to say.
Last edited: