49 C.F.R. § 179.200-7
(b) Carbon steel plate: The maximum allowable carbon content must be 0.31 percent when the individual specification allows carbon content greater than this amount. The plates may be clad with other approved materials:
| Specifications | Minimum tensile strength (p.s.i.) welded condition 1 | Minimum elongation in 2 inches (percent) weld metal (longitudinal) |
|---|---|---|
| AAR TC 128, Gr. B | 81,000 | 19 |
| ASTM A 516 2 | 70,000 | 20 |
| 1 Minimum stresses to be used in calculations. | ||
| 2 This specification is incorporated by reference (IBR, see § 171.7 of this subchapter). |
(c) Aluminum alloy plate: Aluminum alloy plate must be suitable for welding and comply with one of the following specifications (IBR, see § 171.7 of this subchapter):
| Specifications | Minimum tensile strength (p.s.i.) welded condition 3 4 | Minimum elongation in 2 inches (percent) 0 temper weld metal (longitudinal) |
|---|---|---|
| ASTM B 209, Alloy 5052 1 | 25,000 | 18 |
| ASTM B 209, Alloy 5083 2 | 38,000 | 16 |
| ASTM B 209, Alloy 5086 1 | 35,000 | 14 |
| ASTM B 209, Alloy 5154 1 | 30,000 | 18 |
| ASTM B 209, Alloy 5254 1 | 30,000 | 18 |
| ASTM B 209, Alloy 5454 1 | 31,000 | 18 |
| ASTM B 209, Alloy 5652 1 | 25,000 | 18 |
| 1 For fabrication, the parent plate material may be 0, H112, or H32 temper, but design calculations must be based on minimum tensile strength shown. | ||
| 2 0 temper only. | ||
| 3 Weld filler metal 5556 must not be used. | ||
| 4 Maximum stresses to be used in calculations. |
(d) High alloy steel plate: High alloy steel plate must comply with one of the following specifications:
| Specifications | Minimum tensile strength (p.s.i.) welded condition 1 | Minimum elongation in 2 inches (percent) weld metal (longitudinal) |
|---|---|---|
| ASTM A 240/A 240M (incorporated by reference; see § 171.7 of this subchapter), Type 304 | 75,000 | 30 |
| ASTM A 240/A 240M (incorporated by reference; see § 171.7 of this subchapter), Type 304L | 70,000 | 30 |
| ASTM A 240/A 240M (incorporated by reference; see § 171.7 of this subchapter), Type 316 | 75,000 | 30 |
| ASTM A 240/A 240M (incorporated by reference; see § 171.7 of this subchapter), Type 316L | 70,000 | 30 |
| 1 Maximum stresses to be used in calculations. | ||
| 2 High alloy steel materials used to fabricate tank and expansion dome, when used, must be tested in accordance with Practice A of ASTM Specification A 262 titled, “Standard Practices for Detecting Susceptibility to Intergranular Attack in Austenitic Stainless Steels” (IBR; see § 171.7 of this subchapter). If the specimen does not pass Practice A, Practice B or C must be used and the corrosion rates may not exceed the following: |
| Test procedure | Material | Corrosion rate i.p.m. |
|---|---|---|
| Practice B | Types 304, 304L, 316, and 316L | 0.0040 |
| Practice C | Type 304L | .0020 |
| Type 304L and Type 316L test specimens must be given a sensitizing treatment prior to testing. (A typical sensitizing treatment is 1 hour at 1250 F.) |
(e) Nickel plate: Nickel plate must comply with the following specification (IBR, see § 171.7 of this subchapter):
| Specifications | Minimum tensile strength (psi) welded condition 1 | Minimum elongation in 2 inches (percent) weld metal (longitudinal) |
|---|---|---|
| ASTM B 162 2 | 40,000 | 20 |
(f) Manganese-molybdenum steel plate: Manganese-molybdenum steel plate must be suitable for fusion welding and comply with the following specification (IBR, see § 171.7 of this subchapter):
| Specifications | Minimum tensile strength (p.s.i.) welded condition 1 | Minimum elongation in 2 inches (percent) weld metal (longitudinal) |
|---|---|---|
| ASTM A 302, Gr. B | 80,000 | 20 |
| 1 Maximum stresses to be used in calculations. |
[Amdt. 179-10, 36 FR 21349, Nov. 9, 1971; 36 FR 21893, Nov. 17, 1971, as amended by Amdt.179-28, 46 FR 49906, Oct. 8, 1981; Amdt. 179-40, 52 FR 13046, Apr. 20, 1987; Amdt. 179-52, 61 FR 28680, June 5, 1996; 66 FR 45186, Aug. 28, 2001; 67 FR 51660, Aug. 8, 2002; 68 FR 75761, Dec. 31, 2003; 70 FR 34076, June 13, 2005]