I have a Pipe spec for emergancy relief lines.
This spec dictates the use of stub ends.
Due to high out of balance forces, i normally require the use of slipons as an alternative.
The client is demanding stub ends. (mss sp43)
am i being silly, or are these stub ends really not suitable for high stress situations.
(not strictly a Caesar question, but WTF)..
Edited by SUPERPIPER (12/06/06 10:34 AM)
_________________________
Best Regards