In the current project of a petrochemical plant, one of the senior designers had run a sloped header 120 m long on trunions of varying height. he had issued the drawing 2 months ago.
Now we have a senior checker in company, who was going through the model review.
he wants it to revise the header and run it on shoes/saddle.
I just wanted to know whether anything was wrong with using trunions. Is it fundamentally wrong to run sloped headers on trunions??
Thanks
Ravi
[Non-text portions of this message have been removed] Received on Mon Jan 14 11:47:00 2008
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