Mar 27, 2008 #1 sdz Structural Dec 19, 2001 567 Does anyone have a good reference for calculating wind loads on pipe racks. It will depend on the sizes of pipes on the rack.
Does anyone have a good reference for calculating wind loads on pipe racks. It will depend on the sizes of pipes on the rack.
Mar 28, 2008 #2 civilperson Structural Jan 13, 2006 2,399 Most refinery corporations have good guidelines for loads on piperacks, i.e. Exxon, Conoco, BP, Murphy etc. Use the specific client's standard for design. Upvote 0 Downvote
Most refinery corporations have good guidelines for loads on piperacks, i.e. Exxon, Conoco, BP, Murphy etc. Use the specific client's standard for design.
Mar 28, 2008 Thread starter #3 sdz Structural Dec 19, 2001 567 This isn't for a refinery. It is for a process plant and the client doesn't have guidelines. Upvote 0 Downvote
Mar 28, 2008 Thread starter #4 sdz Structural Dec 19, 2001 567 Found it! See http://www.eng-tips.com/viewthread.cfm?qid=139616&page=3 Upvote 0 Downvote
