reza,
The nonolithic joint is it like monoblock?
well in this link http://www.oilstates.com/fw/main/Pipeline-Insulating-Joint-455.html you can find it.
but this say that:
Pipe Insulating Joints are designed in accordance with ASME Pressure Vessel Code, Section VIII, Division 1, unless another recognized code is specified. Each PIJ is designed to be at least as strong as a comparably rated pipeline when subjected to external loads.
reza,
The nonolithic joint is it like monoblock?
well in this link http://www.oilstates.com/fw/main/Pipeline-Insulating-Joint-455.html you can find it.
but this say that:
Pipe Insulating Joints are designed in accordance with ASME Pressure Vessel Code, Section VIII, Division 1, unless another recognized code is specified. Each PIJ is designed to be at least as strong as a comparably rated pipeline when subjected to external loads.
Jop,
If it is definition #2 then also consider the weight and C.G. of the spool, due to the capacity of the crane to be use.
Jop,
If it is definition #2 then also consider the weight and C.G. of the spool, due to the capacity of the crane to be use.
JOP,
Your comments is about onshore, but on offshore the shipping size. The 54′ x 180′ is the typical size for the barges that would carry prefabricated piping (side taps, expansions curves, risers, goose neck, spools, etc.)
Regards.
Hello to all again,
I try looking for the Weight of the Radial Flow Tees, but i can’t. I need the weight for the tee 20″x20″x10″ and 20″x20″x12″,
Thanks for your time.
Nipper,
my apologies you have reason is on ASME B31.4, i’m sorry was a finger error.
chaucheung,
If you have a difference of more 3/32″ between thickness you must make a transition piece, accord with the asme b31.3 (Fig 434.8.6).
Regards
Sabir,
see the TABLE 331.1.1 of the ASME B31.3
Juan,
thank you for comments and your time, but in the field not always the things are accord the drafts.
saludos
HELLO AGAIN,
IF THIS PIPELINE IS WITH THE CODE ASME B31.8 AND BUT I NEED MAKE A WPHT CAN I IMPLEMENT THE TABLE OF 331.1.1 ASME B31.3?
´´REQUIREMENTS FOR HEAT TREATMENT´´
THANKYOU FOR YOUR TIME
11echo,
the ASME 31.8-2003 don’t say nothing about repair overlap with WPHT. do you would show me some codes about overlaps?
This problem is because the client needs the technically support for approve it.
thanks
You have not explained why the cold bend option was not considered.
GPSVN,
BECAUSE THE JOB WAS MADE IT… THE ELBOW HAVE A 1.5″ CLEARANCE (BETWEEN WELDS) AND THE OTHER SIDE WE HAVE OVERLAP WELDS.
ELL DATA]
Thanks and happy new year
Read it and understand it.
to all,
i apologize for be so fool.
really i’m so sorry
thanks
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