49 CFR § 192.113 Transportation of Natural and Other Gas by Pipeline: Minimum Federal Safety Standards

§ 192.113 Longitudinal joint factor (E) for steel pipe.

Current through Sep 25, 2026 · Read all of Part 192

⚠ 31 pending changes to Part 192

(a) The longitudinal joint factor to be used in the design formula in § 192.105 is determined in accordance with the table 1 to this paragraph (a):

Table 1 to Paragraph (a)

SpecificationPipe classLongitudinal
joint factor
(E)
ASTM A53/A53M (incorporated by reference, see § 192.7)Seamless1.00
Electric resistance welded1.00
Furnace butt welded.60
ASTM A106/A106M (incorporated by reference, see § 192.7)Seamless1.00
ASTM A333/A333M (incorporated by reference, see § 192.7)Seamless1.00
Electric resistance welded1.00
ASTM A381 (incorporated by reference, see § 192.7)Double submerged arc welded1.00
ASTM A671/A671M (incorporated by reference, see § 192.7)Electric-fusion-welded1.00
ASTM A672/A672M (incorporated by reference, see § 192.7)Electric-fusion-welded1.00
ASTM A691/A691M (incorporated by reference, see § 192.7)Electric-fusion-welded1.00
API Spec 5L (incorporated by reference, see § 192.7)Seamless1.00
Electric resistance welded1.00
Electric flash welded1.00
Submerged arc welded1.00
Furnace butt welded.60
OtherPipe over 4 inches (102 millimeters).80
OtherPipe 4 inches (102 millimeters) or less.60

(b) If the type of longitudinal joint cannot be determined, the joint factor to be used must not exceed that designated for “Other.”

[Amdt. 192-135, 89 FR 33280, Apr. 29, 2024, as amended by Amdt. 192-156, 90 FR 40763, Aug. 21, 2025]

← § 192.112 Additional design requirements for steel pipe using alternative maximum allowable operating pressure.§ 192.115 Temperature derating factor (T) for steel pipe. →