Haw. Code R. § 6-77-33

Current through November, 2024
Section 6-77-33 - Longitudinal joint factor (E) for steel pipe

The longitudinal joint factor to be used in the design formula in section 6-77-29 is determined in accordance with the following table:

Specification | Pipe class | Longitudinal Joint Factor (E)
ASTM A 53 ......| Seamless................................... | 1.00
| Electric resistance welded.................. | 1.00
| Furnace butt welded......................... | .60
ASTM A 106.....| Seamless................................. | 1.00
ASTM A 333.....| 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 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 14 inches.....................| .80
Other ........| Pipe 4 inches or less..................| .60
---| ----------------------------------------|-----

If the type of longitudinal joint cannot be determined, the joint factor to be used must not exceed that designated for "Other."

Haw. Code R. § 6-77-33

[Eff ] (Auth: HRS § 269-6) (Imp: 49C.F.R. §192.113, OCT 1, 1990)