Dear friends,
I had sent a mail earlier regarding some query in offshore piping, not recd. any
response. So shall put forth once again with some better luck.
- We have a practice of providing additional ubolts on piping during load out
operation of deck. How do we decide location of these u bolts and is stress
analysis required to be done seperately for this condition.
- What is size range for which U bolts are generally provided. Is it
recommended to use ubolts in offshore compared to clamps, structural guides
etc.
- How do we analyse lines for tow out acceleration and decide the support span.
Expect your valuable comments.
Rgds
Bhaskaran.G
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Received on Sun May 26 13:52:00 2002