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Product Size and Pressure Calculators
U. S. Steel Tubular Products
Product Size and Pressure
Calculators
Material Standards
U. S. Steel Tubular Products USS Material Standards are specifications not covered by a
society, association or other specifying body. The following
includes the material standards used most frequently for
tubular applications.
| USS M1020 |
Plain End ERW Pipe for Water Well
Applications |
| USS M1021 |
Plain End ERW Pipe for use in Structural
Applications |
| USS M1024 |
Seamless Mechanical Tubing in sizes from
NPS 2 through 26 |
| USS M1029 |
Plain End Seamless Pipe for use in General Purpose Applications |
| USS M1400 |
Constructional Alloy Steel Seamless Mechanical Tubing—Grades USS
“T-1” type A and USS “T-1” type B. |
| USS M1407 |
ERW Pipe NPS 8 thru 12 Intended for use as Lift Devices ( Casing or
Piston Pipe Components) |
| USS M1430 |
Seamless Slurry Pipe. Weldable. Intended for transportation of solids in
slurry form. USS M2430 covers ERW pipe for similar use. |
| USS M1431 |
Seamless Slurry Pipe to be Heat Treated. Primarily for mechanical joining. |
| USS M1470 |
Seamless
Steel Pipe for Fabrication into Ordinary Welding
Fittings |
| USS M1471 |
Seamless Steel Pipe
for Fabrication into High Strength Welding
Fittings |
| USS M1475 |
Seamless Steel Pipe
for the Manufacture of Cold Formed Fittings |
| USS M2430 |
ERW Pipe intended
for transportation of solids in slurry form. |
Pressure Determinations
Barlow's Formula is commonly used to determine the following:
To illustrate, assume a seamless piping system 8 5/8"
OD x 0.375" wall specified to ASTM A106 Grade C which has
a specified minimum yield strength (SMYS) of 40,000 psi and a
specified minimum tensile strength (SMTS) of 70,000 psi.
|
Internal Pressure at Minimum Yield |
S = SMYS (40,000 psi)
and
P = 2St = (2) (40,000) (0.375)
D
8.625
= 3478 or 3480 psig (rounded to
nearest 10 psig)
|
|
|
Ultimate Bursting Pressure |
S = SMTS (70,000 psi)
and
P = 2St = (2) (70,000) (0.375)
D
8.625
= 6087 or 6090 psig (rounded to
nearest 10 psig)
|
|
|
Maximum Allowable Operating Pressure (MAOP) |
S = SMYS (40,000 psi) reduced by a design factor, for example
0.72
and
P = 2St = (2) (40,000 x 0.72) (0.375)
D
8.625
= 2504 or 2500 psig (rounded to
nearest 10 psig)
|
|
|
Mill Hydrostatic Test Pressure |
S = SMYS (40,000 psi) reduced by a factor depending on OD and
grade (0.60 for 8 5/8" OD grade B)
and
P = 2St = (2) (40,000 x 0.60) (0.375)
D
8.625
= 2087 or 2090 psig (rounded to
nearest 10 psig)
|
|
Some safety codes and regulatory agencies also assign a
longitudinal joint factor to account for weld efficiency. The
more common are 0.85 for ERW pipe and 0.60 for CW pipe.
Seamless pipe enjoys a joint factor of 1.00. This means that
some designers consider ERW pipe 85 percent as efficient as
seamless pipe and CW pipe only 60 percent as efficient for the
same application. Therefore, for a given application, ERW pipe
would require a heavier wall than seamless pipe, and CW pipe,
in turn, would require a heavier wall than ERW pipe.
Distributors who stock pipe in a combination of seamless,
ERW and CW must exercise extreme care to see that pipe with
joint efficiency factors of 0.85 or 0.60 is not used on jobs
which require pipe with a joint factor of 1.00.
Wall Thickness
Barlow's Formula is also useful in determining the wall
thickness required for a piping system. To illustrate, assume
a piping system has been designed with the following criteria:
| 1. |
A working pressure of 2000 psig (P) |
| 2. |
The pipe to be used is 8 5/8" OD (D)
specified to ASTM A106 grade C (SMYS = 40,000 psi)
Rearranging Barlow's Formula to solve for wall thickness
gives:
| t = |
PD |
= |
(2000)(8.625) |
= 0.216"
wall |
|
|
| 2S |
(2)(40,000) |
|
Wall thickness does not affect the outside diameter; only
the inside diameter is affected. For example, the outside
diameter of a one-inch extra-strong piece of pipe compared
with a one-inch standard weight piece of pipe is identical;
however, the inside diameter of the extra-strong is smaller
than the inside diameter of the standard weight because the
wall thickness is greater in the extra-strong pipe.
|