Have a problem, need something to model a hanger that would develop new hanger schedule for blast conditions equal to 1.5 time the total load down and .5 sideways. Have be looking through B31.3 and am not sure what equations they are using for the continuous load without valves. Does any one have any info on this that would help. Preferably design info so that I can develop the specs with a hanger spacing schedule.
Larry
[Non-text portions of this message have been removed] Received on Wed Nov 14 03:40:00 2001
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