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
<a href="/group/PipingDesign/post?postID=m9g5bQkJN01o05EGFneIrtdZ_kihiSU0MNYKP_zi96zVkn_7dFjkS53H_3E4AdRovS-XO85GuQ">n2701h@yahoo.com</a>
Received on Sat Sep 28 14:40:00 2002
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