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-5 -5 Welded joints

The exact 46 CFR §56.30-5 text, rendered cleanly with its subsection structure — plus how this rule shows up on the exam.

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TL;DR

(a)Welded joints may be used for materials for which welding procedures, welders, and welding machine operators have been qualified in accordance with part 57 of this subchapter.

Section 56.30-5 — full text

Rendered cleanly from the source — the exact regulatory text, with subsection structure preserved.

(a)Welded joints may be used for materials for which welding procedures, welders, and welding machine operators have been qualified in accordance with part 57 of this subchapter. (b)Butt welds may be made with or without backing or insert rings within the limitations established in § 56.70-15. When the use of backing rings will result in undesirable conditions such as severe stress concentrations, corrosion or erosion, then:

(1)The backing rings must be removed and the inside of the joint ground smooth, or

(2)The joint must be welded without backing rings, or

(3)Consumable insert rings must be used. Commonly used types of butt-welding end preparations are shown in ASME B16.25 (incorporated by reference; see § 56.01-2).

(4)Restrictions as to the use of backing rings appear for the low temperature piping systems and should be checked when designing for these systems. (c)(Modifies 127.3.3A.)

(1)Each socket weld must conform to ASME B16.11 (incorporated by reference; see § 56.01-2), to applicable standards listed in table 2 to § 56.60-1, and to Figure 127.4.4C in ASME B31.1 (incorporated by reference; see § 56.01-2) as modified by § 56.30-10(b)(4).

(2)Restrictions on the use of socket welds appear in § 56.70-15(d)(3) for Class I service and in § 56.50-105 for low temperature service. See § 56.70-15(d)(4) for Class II service. (d)The size of a fillet weld is determined as shown in Figure 127.4.4A of ASME B31.1. Fillet-weld details for socket-welding components must meet § 56.30-5(c). Fillet-weld details for flanges must meet § 56.30-10 (see also § 56.70-15(d)(3) and (4) for applications of fillet welds). (e)Seal welds may be used but must not be considered as contributing any strength to the joint. [CGFR 68-82, 33 FR 18843, Dec. 18, 1968, as amended by CGFR 69-127, 35 FR 9978, June 17, 1970; CGD 77-140, 54 FR 40605, Oct. 2, 1989; CGD 95-012, 60 FR 48050, Sept. 18, 1995; USCG-2003-16630, 73 FR 65177, Oct. 31, 2008]

(1)The backing rings must be removed and the inside of the joint ground smooth, or

(2)The joint must be welded without backing rings, or

(3)Consumable insert rings must be used. Commonly used types of butt-welding end preparations are shown in ASME B16.25 (incorporated by reference; see § 56.01-2).

(4)Restrictions as to the use of backing rings appear for the low temperature piping systems and should be checked when designing for these systems. (c)(Modifies 127.3.3A.)

(1)Each socket weld must conform to ASME B16.11 (incorporated by reference; see § 56.01-2), to applicable standards listed in table 2 to § 56.60-1, and to Figure 127.4.4C in ASME B31.1 (incorporated by reference; see § 56.01-2) as modified by § 56.30-10(b)(4).

(2)Restrictions on the use of socket welds appear in § 56.70-15(d)(3) for Class I service and in § 56.50-105 for low temperature service. See § 56.70-15(d)(4) for Class II service. (d)The size of a fillet weld is determined as shown in Figure 127.4.4A of ASME B31.1. Fillet-weld details for socket-welding components must meet § 56.30-5(c). Fillet-weld details for flanges must meet § 56.30-10 (see also § 56.70-15(d)(3) and (4) for applications of fillet welds). (e)Seal welds may be used but must not be considered as contributing any strength to the joint. [CGFR 68-82, 33 FR 18843, Dec. 18, 1968, as amended by CGFR 69-127, 35 FR 9978, June 17, 1970; CGD 77-140, 54 FR 40605, Oct. 2, 1989; CGD 95-012, 60 FR 48050, Sept. 18, 1995; USCG-2003-16630, 73 FR 65177, Oct. 31, 2008]

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46 CFR §56.30-5 — -5 -5 Welded joints · CaptainsGround