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Cold Bend 50° for 6” pipeline

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alain0707

Mechanical
Jul 4, 2021
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TN
Dear Mates,

Please I need to ask if it is possible to bend a field cold bend angle of 50° for a 6'' x 7,11 mm pipeline.

Regards
 
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ASME B31.4 and .8 both quote as follows

(b) Except as permitted under para. 406.2.l(c), the
minimum radius of field cold bends shall be as follows:

Minimum Permissible Bend Radius

Nominal Pipe Size : Bend in pipe Diameters
NPS 12 and smaller: 18D
14 : 21
16 : 24
18 : 27
NPS 20 and larger : 30

Bend R = 18D x 6.75" = 121.5"
Bend D = 2 x 121.5 = 243"
Bend Circumference 3.14 x 243" = 763" = 63.6 ft
Bend in Degrees per linear ft of pipe = 360°/63.6 ft = 5.7°/ft length
With 18D radius you can make a 50° Bend in a NPS 6 within a pipe length of around 10ft.

--Einstein gave the same test to students every year. When asked why he would do something like that, "Because the answers had changed."
 
All depends if the bending contractor has 18D shoes... most time I just see a blanket 40D for cold bends regardless of pipe size.

Remember - More details = better answers
Also: If you get a response it's polite to respond to it.
 
Then you need more pipe length. You can repeat the same calculation using 60 instead of 18.

--Einstein gave the same test to students every year. When asked why he would do something like that, "Because the answers had changed."
 
So 60D you can make from one length of pipe.

[EDIT] 60D has really quite a lowlong radius / gentle bend.

High strength pipe (X70 or more) might not even bend very well.

Why?

Remember - More details = better answers
Also: If you get a response it's polite to respond to it.
 
You mean quite a long radius.

--Einstein gave the same test to students every year. When asked why he would do something like that, "Because the answers had changed."
 
Cold bendings set limitations on minimum bend radius (piggability/fibre elongation-18D for NPS 6 per ASME B31.4 in your case), minimum wall thickness (shouldn’t be lesser than 87.5% of the pipe wall thickness) and ovality (8% in ASME 31.3). If welded pipe, longitudinal seam should be as close as possible to the neutral-axis.
Check what construction code you follow and go from there.

GDD
Canada
 
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