How do I efficiently support a 600ft long pipeline?

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SUMMARY

The discussion centers on efficiently supporting a 600-foot long asphalt pipeline with a 10-inch diameter and a 3-inch diameter attached pipe, wrapped in 2 inches of fiberglass insulation. The pipeline must be elevated 2 feet above ground and is constructed from schedule 40 carbon steel. Key recommendations include performing a pipe stress analysis using commercial software like Caesar, while also considering manual calculations as suggested in "Standard Handbook of Engineering Calculations" by Hicks. Implementation of guides, shoes, and stops is essential for proper support.

PREREQUISITES
  • Understanding of pipe stress analysis techniques
  • Familiarity with Caesar software for pipeline analysis
  • Knowledge of structural support systems, including I-beams
  • Basic principles of engineering calculations as outlined in the "Standard Handbook of Engineering Calculations"
NEXT STEPS
  • Research the specifications and applications of I-beams for pipeline support
  • Learn how to perform a pipe stress analysis using Caesar software
  • Study the guidelines for implementing guides, shoes, and stops in pipeline systems
  • Explore manual calculation methods for pipeline support as detailed in the "Standard Handbook of Engineering Calculations"
USEFUL FOR

Engineers, pipeline designers, and construction professionals involved in the support and maintenance of long pipelines, particularly those working with carbon steel and insulation systems.

srw2104
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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.
 
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The best thing to do would be to perform a pipe stress analysis. There are commercial packages available like Caesar for this but they are expensive. You consider pipe weight, wind, nozzle loads, displacements, and so on.

You can do some stuff by hand. See "Standard Handbook of Engineering Calculations" by Hicks.
 

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