In calculating the anchor block requirement at underground piping bend,there are two variable involved ,one is tie-in temperature and the other is allowable piping deflection.What should be the critaria taken in the calculation?
With thanks
Saeed
n2701h@yahoo.com
Received on Sat Sep 28 14:40:00 2002
This archive was generated by hypermail 2.1.8 : Tue Mar 09 2010 - 00:20:37 EST