Current through Register Vol. 50, No. 9, September 20, 2024
Section XIII-913 - Longitudinal Joint Factor (E) for Steel Pipe [49 CFR 192.113]A. The longitudinal joint factor to be used in the design formula in §905 is determined in accordance with the following table. Specification | Pipe Class | Longitudinal Joint Factor (E) |
ASTM A 53/A53M | Seamless | 1.00 |
| Electric resistance welded | 1.00 |
| Furnace butt welded | .60 |
ASTM A 106 | Seamless | 1.00 |
ASTM A 333/A 333M | Seamless | 1.00 |
| Electric resistance welded | 1.00 |
ASTM A 381 | Double submerged arc welded | 1.00 |
ASTM A 671 | Electric fusion welded | 1.00 |
ASTM A 672 | Electric fusion welded | 1.00 |
ASTM A 691 | Electric fusion welded | 1.00 |
API Spec 5L | Seamless | 1.00 |
| Electric resistance welded | 1.00 |
| Electric flash welded | 1.00 |
| Submerged arc welded | 1.00 |
| Furnace butt welded | .60 |
Other | Pipe over 4 inches (102 millimeters) | .80 |
Other | Pipe 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." [ 49 CFR 192.113]La. Admin. Code tit. 43, § XIII-913
Promulgated by the Department of Natural Resources, Office of Conservation, LR 9:222 (April 1983), amended LR 10:514 (July 1984), LR 18:855 (August 1992), LR 20:444 (April 1994), LR 27:1538 (September 2001), LR 30:1231 (June 2004), LR 31:681 (March 2005), Amended LR 441036 (6/1/2018).AUTHORITY NOTE: Promulgated in accordance with R.S. 30:501 et seq.