Restructuring of Cylinder Specifications Requirements

Federal RegisterMar 4, 1996

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SUMMARY: RSPA is proposing to revise the Hazardous Materials

Regulations (HMR) by restructuring the cylinder specification

requirements. The intended effect of this rulemaking is to reduce the

size of the HMR through consolidation of repetitive requirements and

other formatting changes. This action will eliminate pages of

regulations without substantially changing the regulatory requirements

or affecting safety. It is in response to President Clinton's March 4,

1995 Regulatory Reinvention Initiative memorandum to heads of

departments and agencies calling for a review of all agency

regulations. RSPA is also proposing to make corresponding reference

changes throughout the HMR.

DATES: Comments must be received on or before April 26, 1996.

ADDRESSES: Please address written comments to the Dockets Unit (DHM-

30), Research and Special Programs Administration, U.S. Department of

Transportation, 400 7th Street, SW., Washington, DC 20590-0001.

Comments may also be faxed to (202) 366-3753. Comments should identify

the docket (Docket No. HM-220B). The Dockets Unit is located in Room

8421 of the Nassif Building, 400 Seventh Street SW., Washington, DC

20590-0001. Office hours are 8:30 a.m. to 5:00 p.m., Monday through

Friday, except on public holidays when the office is closed.

FOR FURTHER INFORMATION CONTACT: John A. Gale, (202) 366-8553; Office

of Hazardous Materials Standards, RSPA, Department of Transportation,

Washington, DC 20590-0001.

SUPPLEMENTARY INFORMATION:

I. Background

On March 4, 1995, President Clinton issued a Regulatory Reinvention

Initiative memorandum to heads of departments and agencies calling for

a review of all agency regulations and elimination or revision of those

regulations that are outdated or in need of reform. RSPA has performed

an extensive review of the Hazardous Materials Regulations (HMR; 49 CFR

Parts 171-180) and associated procedural rules (49 CFR Parts 106 and

107) in response to the President's directive.

The President also directed that front line regulators ``* * * get

out of Washington and create grassroots partnerships'' with people

affected by agency regulations. On April 4, 1995, RSPA published in the

Federal Register (60 FR 17049) a Notice of Public Meetings and request

for comment on its hazardous materials safety program. Comments were

requested on ways to improve the HMR and the kind and quality of

services its customers want. RSPA held seven public meetings and

received over 50 comments in response to the notice. On July 28, 1995,

RSPA published a second Notice of Public Meetings in the Federal

Register (60 FR 38888) which announced five more public meetings that

were held from September through January 1996.

One area identified by RSPA in its review of the HMR was the need

to reform the cylinder specifications in 49 CFR Part 178. RSPA

estimates that by consolidating duplicative requirements in 23 cylinder

specifications, that it will eliminate at least 40 pages from the CFR.

By reformatting the specifications, RSPA proposes to eliminate over 450

sections from Part 178 of Title 49. The combined effect of these

changes will be to make the regulations shorter and easier to use and

help RSPA move toward a goal of being able to issue the HMR in one

volume of the Code of Federal Regulations, rather than two.

This rulemaking also serves as the model for a more comprehensive

rulemaking, being developed by RSPA in cooperation with the Compressed

Gas Association, for which a notice of proposed rulemaking is

anticipated later this year. In this latter rulemaking, under Docket

HM-220, RSPA intends to propose substantive changes to the cylinder

specifications to accommodate contemporary manufacturing techniques,

eliminate obsolete requirements, contemporize regulatory language and

make safety enhancements to the regulations.

II. Proposed Changes

In this NPRM, RSPA is proposing to revise the HMR by restructuring

the cylinder specification requirements in 49 CFR Part 178. The

proposed restructuring of the cylinder specifications would: (1)

consolidate similar sections; (2) reformat subpart C of Part 178 for

consistency with the format of the rest of Part 178; and (3) revise

section references throughout the HMR to correspond to the revised

sections. RSPA intends to streamline the cylinder specification

requirements without making substantive changes to them.

Sections that have been identified by RSPA for consolidation are

the sections of each specification addressing compliance, authorized

inspectors, duties of the inspector, the inspector's report, record

retention, defects, safety relief devices, and marking. These sections

will be consolidated into a new Sec. 178.35. Proposed Sec. 178.35,

entitled ``General requirements for all DOT specification cylinders''

will prescribe these general requirements for all DOT specification

cylinders. However, because some of the duties of the inspector and

marking requirements are specific to the individual cylinder design,

some specifications would have additional marking and inspector

requirements remaining in their sections.

For the inspector's report, RSPA has proposed to adopt the

inspector report formats in Compressed Gas Association (CGA) Pamphlet

C-11, ``Recommended Practices for Inspection of Compressed Gas

Cylinders at Time of Manufacture.'' The report formats can be modified

to represent the inspection of specific cylinders. Additional

information may be required as stated in each specification.

Those sections remaining in each specification will be consolidated

into a single section. Presently, each specification is set forth in

approximately 22 different sections. Under this proposal, there would

be only one section for each specification. For example, Specification

3B is currently set forth in 24 sections, Secs. 178.38 through 178.38-

23. In this NPRM, Specification 3B is set forth in one section,

Sec. 178.38. Some of the requirements are relocated in Sec. 178.35.

Sixteen of the old sections are converted to paragraphs (a) through (o)

of Sec. 178.38. As an aid to the reader, the regulatory text in this

notice includes all of the requirements for cylinders in the current

Subpart C of part 178, even though not all of the requirements are

changed.

The purpose of this rulemaking action is to reduce the size of the

HMR and make it easier to use. It is not intended to make substantive

changes to regulatory requirements and no adverse impacts are

anticipated on the regulated community.

[[Page 8329]]

III. Regulatory Analyses and Notices

Executive Order 12866 and DOT Regulatory Policies and Procedures

This proposed rule is not considered a significant regulatory

action under section 3(f) of Executive Order 12866 and was not reviewed

by the Office of Management and Budget. The rule is not considered

significant under the regulatory policies and procedures of the

Department of Transportation (44 FR 11034). The economic impact of this

rule is minimal to the extent that the preparation of a regulatory

evaluation is not warranted.

Executive Order 12612

This proposed rule has been analyzed in accordance with the

principles and criteria contained in Executive Order 12612

(``Federalism''). The Federal hazardous materials transportation law

(49 U.S.C. 5101-5127) contains an express preemption provision that

preempts State, local, and Indian tribe requirements on certain covered

subjects. Covered subjects are:

(i) the designation, description, and classification of hazardous

material;

(ii) the packing, repacking, handling, labeling, marking, and

placarding of hazardous material;

(iii) the preparation, execution, and use of shipping documents

pertaining to hazardous material and requirements respecting the

number, content, and placement of such documents;

(iv) the written notification, recording, and reporting of the

unintentional release in transportation of hazardous material; or

(v) the design, manufacturing, fabrication, marking, maintenance,

reconditioning, repairing, or testing of a package or container which

is represented, marked, certified, or sold as qualified for use in the

transportation of hazardous material.

The Federal hazardous materials transportation law provides that if

DOT issues a regulation concerning any of the covered subjects after

November 16, 1990, DOT must determine and publish in the Federal

Register the effective date of Federal preemption. 49 U.S.C.

5125(b)(2). That effective date may not be earlier than the 90th day

following the date of issuance of the final rule and not later than two

years after the date of issuance. This proposed rule deals with the

packaging of compressed gases. Although this proposal does not

contemplate substantive changes, RSPA solicits comments on whether the

proposed rule would have any effect on State, local or Indian tribe

requirements and, if so, the most appropriate effective date of Federal

preemption. Because RSPA lacks discretion in this area, preparation of

a federalism assessment is not warranted.

Regulatory Flexibility Act

I certify that this proposed rule will not have a significant

economic impact on a substantial number of small entities. This

proposed rule does not impose any new requirements on persons subject

to the HMR.

Paperwork Reduction Act

This proposed rule does not propose any new information collection

requirements.

Regulation Identifier Number (RIN)

A regulation identifier number (RIN) is assigned to each regulatory

action listed in the Unified Agenda of Federal Regulations. The

Regulatory Information Service Center publishes the Unified Agenda in

April and October of each year. The RIN number contained in the heading

of this document can be used to cross-reference this action with the

Unified Agenda.

List of Subjects

49 CFR Part 171

Exports, Hazardous materials transportation, Hazardous waste,

Imports, Reporting and recordkeeping requirements.

49 CFR Part 173

Hazardous materials transportation, Packaging and containers,

Radioactive materials, Reporting and recordkeeping requirements,

Uranium.

49 CFR Part 178

Hazardous materials transportation, Packaging and containers,

Reporting and recordkeeping requirements.

In consideration of the foregoing, 49 CFR parts 171, 173, and 178

would be amended to read as follows:

PART 171--GENERAL INFORMATION, REGULATIONS, AND DEFINITIONS

1. The authority citation for Part 171 would continue to read as

follows:

Authority: 49 U.S.C. 5101-5127; 49 CFR part 1.53.

2. In Sec. 171.7(a)(3), in the table, under the entry ``Aluminum

Standards and Data, Seventh Edition, June 1982'', the section reference

``178.65-5'' is revised to read ``178.65''; and under the entry

Compressed Gas Association, Inc., a new entry is added in alpha-

numerical order to read as follows:

Sec. 171.7 Reference material.

* * * * *

(a) * * *

(3) * * *

------------------------------------------------------------------------

49 CFR

Source and name of material reference

------------------------------------------------------------------------

* * * * *

Compressed Gas Association, Inc.,

* * * * *

CGA Pamphlet C-11, Recommended Practices for Inspection of

Compressed Gas Cylinders at Time of Manufacture, 1993...... 178.35

* * * * *

------------------------------------------------------------------------

* * * * *

PART 173--SHIPPERS--GENERAL REQUIREMENTS FOR SHIPMENTS AND

PACKAGINGS

3. The authority citation for Part 173 would continue to read as

follows:

Authority: 49 U.S.C. 5101-5127; 49 CFR part 1.53.

Sec. 173.34 [Amended]

4. In Sec. 173.34, paragraph (h) would be amended by:

a. Removing, in the first sentence, the phrase ``Secs. 178.36-9(a),

178.37-9(a), 178.38-9(a), and 178.40-9(a)'' and replacing it with the

phrase ``Secs. 178.36(e), 178.37(e), 178.38(e), and 178.40(e)''.

b. Removing, in the fourth sentence, the phrase ``Sec. 178.36-9(a),

Sec. 178.37-9(a), Sec. 178.38-9(a), or Sec. 178.40-9(a)'' and replacing

it with the phrase ``Sec. 178.36(e), Sec. 178.37(e), Sec. 178.38(e), or

Sec. 178.40(e)''.

Sec. 173.316 [Amended]

5. In Sec. 173.316, in paragraph (a)(8), the section reference

``178.57- 20(a)(4)'' would be revised to read ``178.35'' and in

paragraph (c)(3)(ii) the section reference ``178.57-20'' would be

revised to read ``178.35''.

PART 178--SPECIFICATIONS FOR PACKAGINGS

6. The authority citation for Part 178 would continue to read as

follows:

Authority: 49 U.S.C. 5101-5127; 49 CFR 1.53.

7. Subpart C of Part 178 would be revised to read as follows:

Subpart C--Specifications for Cylinders

Sec.

178.35 General requirements for specification cylinders.

178.36 Specifications 3A and 3AX seamless steel cylinders.

178.37 Specification 3AA and 3AAX seamless steel cylinders.

[[Page 8330]]

178.38 Specification 3B seamless steel cylinders.

178.39 Specification 3BN seamless nickel cylinders.

178.42 Specification 3E seamless steel cylinders.

178.44 Specification 3HT seamless steel cylinders for aircraft use.

178.45 Specification 3T seamless steel cylinder.

178.46 Specification 3AL seamless aluminum cylinders.

178.47 Specification 4DS welded stainless steel cylinders for

aircraft use.

178.50 Specification 4B welded or brazed steel cylinders.

178.51 Specification 4BA welded or brazed steel cylinders.

178.53 Specification 4D welded steel cylinders for aircraft use.

178.55 Specification 4B240ET welded or brazed cylinders.

178.56 Specification 4AA480 welded steel cylinders.

178.57 Specification 4L welded insulated cylinders.

178.58 Specification 4DA welded steel cylinders for aircraft use.

178.59 Specification 8 steel cylinders with porous fillings for

acetylene.

178.60 Specification 8AL steel cylinders with porous fillings for

acetylene.

178.61 Specification 4BW welded steel cylinders with electric-arc

welded longitudinal seam.

178.65 Specification 39 non-reusable (non-refillable) cylinders.

178.68 Specification 4E welded aluminum cylinders.

Subpart C--Specifications for Cylinders

Sec. 178.35 General requirements for specification cylinders.

(a) Compliance with the requirements of this subpart is required in

all details.

(b) Inspections and analyses. Chemical analyses and tests as

specified must be made within the United States unless otherwise

approved in writing by the Associate Administrator, in accordance with

Sec. 173.300b of this subchapter. Inspections and verifications must be

performed by--

(1) An independent inspection agency approved in writing by the

Associate Administrator, in accordance with Sec. 173.300a of this

subchapter; or

(2) For DOT Specifications 3B, 3BN, 4B, 4BA, 4D (water capacity

less than 1,100 cubic inches), 4B240ET, 4AA480, 4L, 8, 8AL, 4BW, 39

(marked service pressure 900 p.s.i.g. or lower) and 4E manufactured in

the United States, a competent inspector of the manufacturer.

(c) Duties of inspector. The inspector shall determine that each

cylinder made is in conformance with the applicable specification.

Except as otherwise specified in the applicable specification, the

inspector shall perform the following:

(1) Inspect all material and reject any not meeting applicable

requirements. For cylinders made by the billet-piercing process,

billets must be inspected and shown to be free from pipe, cracks,

excessive segregation and other injurious defects after parting or,

when applicable, after nick and cold break.

(2) Verify the material of construction meets the requirements of

the applicable specification by--

(i) Making a chemical analysis of each heat of material;

(ii) Obtaining a certified chemical analysis from the material

manufacturer for each heat of material (a ladle analysis is

acceptable); or

(iii) If an analysis is not provided for each heat of material by

the material manufacturer, by making a check analysis of a sample from

each coil, sheet, or tube.

(3) Verify compliance of cylinders with the applicable

specification by--

(i) Verifying identification of material is proper;

(ii) Inspecting the inside of the cylinder before closing in ends;

(iii) Verifying that the heat treatment is proper;

(iv) Obtaining samples for all tests and check chemical analyses;

(v) Witnessing all tests;

(vi) Verify threads by gauge;

(vii) Reporting volumetric capacity and tare weight (see report

form) and minimum thickness of wall noted; and

(viii) Verifying that each cylinder is marked in accordance with

the applicable specification.

(4) Furnish complete test reports required by this subpart to the

maker of the cylinder and, upon request, to the purchaser. The test

report must be retained by the inspector for fifteen years from the

original test date of the cylinder.

(d) Defects. A cylinder may not be constructed of material with

seams, cracks, laminations, or other injurious defects.

(e) Safety devices and protection for valves, safety devices, and

other connections, if applied, must be as required or authorized by the

appropriate specification, and as required in Secs. 173.34 and 173.301

of this subchapter.

(f) Markings. Markings on a DOT Specification cylinder must conform

to applicable requirements.

(1) Each cylinder must be marked with the following information:

(i) The DOT specification marking must appear first, followed

immediately by the service pressure. For example, DOT-3A1800.

(ii) The serial number must be placed just below or immediately

following the DOT specification marking.

(iii) A symbol (letters) must be placed just below, immediately

before or following the serial number. Other variations in sequence of

markings are authorized only when necessitated by a lack of space. The

symbol and numbers must be those of the manufacturer. The symbol must

be registered with the Associate Administrator; duplications are not

authorized.

(iv) The inspector's official mark and date of test (such as 5-95

for May 1995) must be placed near the serial number. This information

must be placed so that dates of subsequent tests can be easily added.

An example of the markings prescribed in this paragraph (f)(1) is as

follows:

DOT-3A1800

1234

XY

AB 5-95

or;

DOT-3A1800-1234-XY

AB 5-95

where:

DOT-3A = specification number

1800 = service pressure

1234 = serial number

xy = symbol of manufacturer

AB = inspector's mark

5-95 = date of test

(2) Additional required marking must be applied to the cylinder as

follows:

(i) The word ``spun'' or ``plug'' must be placed near the DOT

specification marking when an end closure in the finished cylinder has

been welded by the spinning process, or effected by plugging.

(ii) As prescribed in specification 3HT (Sec. 178.44) or 3T

(Sec. 178.45), if applicable.

(3) Marking exceptions.

(i) A DOT 3E cylinder is not required to be marked with the

inspector mark.

(ii) An identifying lot number may be marked on the cylinder in

place of a serial number for cylinders not over 2 inches outside

diameter or for cylinders with a volumetric capacity not exceeding 60

cubic inches. Each lot shall not have over 500 cylinders.

(4) Unless otherwise specified in the applicable specification, the

markings on each cylinder must be stamped plainly and permanently on

the shoulder, top head, or neck.

(5) The size of each marking must be least 0.25 inch or as space

permits.

(6) Other markings are authorized provided they are made in low

stress areas other than the side wall and are not of a size and depth

that will create harmful stress concentrations. Such

[[Page 8331]]

marks may not conflict with any DOT required markings.

(g) Inspector's report. Each inspector shall prepare a report

containing, at a minimum, the applicable information listed in CGA

Pamphlet C-11. Any additional information or markings that are required

by the applicable specification must be shown on the test report. The

signature of the inspector on the reports certifies that the processes

of manufacture and heat treatment of cylinders were observed and found

satisfactory.

(h) Report Retention. The manufacturer of the cylinders shall

retain the reports required by this subpart for 15 years from the

original test date of the cylinder.

Sec. 178.36 Specification 3A and 3AX seamless steel cylinders.

(a) Type size and service pressure. In addition to the requirements

of Sec. 178.35, cylinders must conform to the following:

(1) A DOT-3A cylinder is a seamless steel cylinder with a water

capacity (nominal) not over 1,000 pounds and a service pressure of at

least 150 pounds per square inch.

(2) A DOT-3AX is a seamless stainless steel cylinder with a water

capacity not less than 1,000 pounds and a service pressure of at least

500 pounds per square inch, conforming to the following requirements:

(i) Assuming the cylinder is to be supported horizontally at its

two ends only and to be uniformly loaded over its entire length

consisting of the weight per unit of length of the straight cylindrical

portion filled with water and compressed to the specified test

pressure; the sum of two times the maximum tensile stress in the bottom

fibers due to bending, plus that in the same fibers (longitudinal

stress), due to hydrostatic test may not exceed 80 percent of the

minimum yield strength of the steel at such maximum stress. Wall

thickness must be increased when necessary to meet the requirement.

(ii) To calculate the maximum longitudinal tensile stress due to

bending, the following formula must be used:

S=Mc/I

(iii) To calculate the maximum longitudinal tensile stress due to

hydrostatic test pressure, the following formula must be used:

S=A1P/A2

where:

S = tensile stress-p.s.i.;

M = bending moment-inch pounds (wl\2\)/8;

w = weight per inch of cylinder filled with water;

l = length of cylinder-inches;

c = radius (D)/(2) of cylinder-inches;

I = moment of inertia-0.04909 (D\4\-d\4\) inches fourth;

D = outside diameter-inches;

d = inside diameter-inches;

A1 = internal area in cross section of cylinder-square inches;

A2 = area of metal in cross section of cylinder-square inches;

P = hydrostatic test pressure-p.s.i.

(b) Steel. Open-hearth or electric steel of uniform quality must be

used. Content percent may not exceed the following: Carbon, 0.55;

phosphorous, 0.045; sulphur, 0.050.

(c) Identification of material. Material must be identified by any

suitable method, except that plates and billets for hot-drawn cylinders

must be marked with the heat number.

(d) Manufacture. Cylinders must be manufactured using equipment and

processes adequate to ensure that each cylinder produced conforms to

the requirements of this subpart. No fissure or other defect is

permitted that is likely to weaken the finished cylinder appreciably. A

reasonably smooth and uniform surface finish is required. If not

originally free from such defects, the surface may be machined or

otherwise treated to eliminate these defects. The thickness of the

bottoms of cylinders welded or formed by spinning is, under no

condition, to be less than two times the minimum wall thickness of the

cylindrical shell; such bottom thicknesses must be measured within an

area bounded by a line representing the points of contact between the

cylinder and floor when the cylinder is in a vertical position.

(e) Welding or brazing. Welding or brazing for any purpose

whatsoever is prohibited except as follows:

(1) Welding or brazing is authorized for the attachment of

neckrings and footrings which are non-pressure parts and only to the

tops and bottoms of cylinders having a service pressure of 500 pounds

per square inch or less. Cylinders, neckrings, and footrings must be

made of weldable steel, the carbon content of which may not exceed 0.25

percent except in the case of 4130X steel which may be used with proper

welding procedures.

(2) As permitted in paragraph (d) of this section.

(3) Cylinders used solely in anhydrous ammonia service may have a

\1/2\ inch diameter bar welded within their concave bottoms.

(f) Wall thickness. For cylinders with service pressure less than

900 pounds, the wall stress may not exceed 24,000 pounds per square

inch. A minimum wall thickness of 0.100 inch is required for any

cylinder over 5 inches outside diameter. Wall stress calculation must

be made by using the following formula:

S=[P(1.3D\2\+0.4d\2\)]/(D\2\-d\2\)

where:

S=wall stress in pounds per square inch;

P=minimum test pressure prescribed for water jacket test or 450 pounds

per square inch whichever is the greater;

D=outside diameter in inches;

d=inside diameter in inches.

(g) Heat treatment. The completed cylinder must be uniformly and

properly heat-treated prior to tests.

(h) Openings in cylinders and connections (valves, fuse plugs,

etc.) for those openings. Threads are required on openings.

(1) Threads must be clean cut, even, without checks, and to gauge.

(2) Taper threads, when used, must be of length not less than as

specified for American Standard taper pipe threads.

(3) Straight threads having at least 6 engaged threads are

authorized. Straight threads must have a tight fit and calculated shear

strength of at least 10 times the test pressure of the cylinder.

Gaskets, adequate to prevent leakage, are required.

(i) Hydrostatic test. Each cylinder must successfully withstand a

hydrostatic test, as follows:

(1) The test must be by water-jacket, or other suitable methods,

operated so as to obtain accurate data. The pressure gauge must permit

reading to an accuracy of 1 percent. The expansion gauge must permit

reading of total expansion to an accuracy of either 1 percent or 0.1

cubic centimeter.

(2) Pressure must be maintained for at least 30 seconds and

sufficiently longer to ensure complete expansion. Any internal pressure

applied after heat-treatment and previous to the official test may not

exceed 90 percent of the test pressure. If, due to failure of the test

apparatus the test pressure cannot be maintained the test may be

repeated at a pressure increased by 10 percent or 100 pounds per square

inch, whichever is the lower.

(3) Permanent, volumetric expansion may not exceed 10 percent of

the total volumetric expansion at test pressure.

(4) Each cylinder must be tested to at least 5/3 times service

pressure.

(j) Flattening test. A flattening test must be performed on one

cylinder taken at random out or each lot of 200 or less, by placing the

cylinder between wedge shaped knife edges having a 60 deg. included

angle, rounded to \1/2\-inch radius. The longitudinal axis of the

cylinder must be at a 90-degree angle to

[[Page 8332]]

knife edges during the test. For lots of 30 or less, flattening tests

are authorized to be made on a ring at least 8 inches long cut from

each cylinder and subjected to same heat treatment as the finished

cylinder.

(k) Physical test. A physical test must be conducted to determine

yield strength, tensile strength, elongation, and reduction of area of

material as follows:

(1) The test is required on 2 specimens cut from 1 cylinder taken

at random out of each lot of 200 or less. For lots of 30 or less,

physical tests are authorized to be made on a ring at least 8 inches

long cut from each cylinder and subjected to same heat treatment as the

finished cylinder.

(2) Specimens must conform to the following:

(i) Gauge length of 8 inches with a width of not over 1\1/2\

inches, a gauge length of 2 inches with a width of not over 1\1/2\

inches, or a gauge length of at least 24 times thickness with width not

over 6 times thickness is authorized when cylinder wall is not over \3/

16\ inch thick.

(ii) The specimen, exclusive of grip ends, may not be flattened.

Grip ends may be flattened to within 1 inch of each end of the reduced

section.

(iii) When size of cylinder does not permit securing straight

specimens, the specimens may be taken in any location or direction and

may be straightened or flattened cold, by pressure only, not by blows.

When specimens are so taken and prepared, the inspector's report must

show in connection with record of physical tests detailed information

in regard to such specimens.

(iv) Heating of a specimen for any purpose is not authorized.

(3) The yield strength in tension must be the stress corresponding

to a permanent strain of 0.2 percent of the gauge length. The following

conditions apply:

(i) The yield strength must be determined by either the ``offset''

method or the ``extension under load'' method as prescribed in ASTM

Standard E8-78.

(ii) In using the ``extension under load'' method, the total strain

(or ``extension under load'') corresponding to the stress at which the

0.2-percent permanent strain occurs may be determined with sufficient

accuracy by calculating the elastic extension of the gauge length under

appropriate load and adding thereto 0.2 percent of the gauge length.

Elastic extension calculations must be based on an elastic modulus of

30,000,000. In the event of controversy the entire stress-strain

diagram must be plotted and the yield strength determined from the 0.2

percent offset.

(iii) For the purpose of strain measurement, the initial strain

must be set while the specimen is under a stress of 12,000 pounds per

square inch and the strain indicator reading must be set at the

calculated corresponding strain.

(iv) Cross-head speed of the testing machine may not exceed \1/8\

inch per minute during yield strength determination.

(l) Acceptable results for physical and flattening tests. Either of

the following is an acceptable result:

(1) An elongation at least 40 percent for a 2-inch gauge length or

at least 20 percent in other cases and yield strength not over 73

percent of tensile strength. In this instance, the flattening test is

not required.

(2) An elongation at least 20 percent for a 2-inch gauge length or

10 percent in other cases and a yield strength not over 73 percent of

tensile strength. In this instance, the flattening test is required,

without cracking, to 6 times the wall thickness.

(m) Leakage test. All spun cylinders and plugged cylinders must be

tested for leakage by gas or air pressure after the bottom has been

cleaned and is free from all moisture subject to the following

conditions and limitations:

(1) Pressure, approximately the same as but no less than service

pressure, must be applied to one side of the finished bottom over an

area of at least \1/16\ of the total area of the bottom but not less

than \3/4\ inch in diameter, including the closure, for at least 1

minute, during which time the other side of the bottom exposed to

pressure must be covered with water and closely examined for

indications of leakage. Except as provided in paragraph (n) of this

section, a cylinder that is leaking must be rejected.

(2) A spun cylinder is one in which an end closure in the finished

cylinder has been welded by the spinning process.

(3) A plugged cylinder is one in which a permanent closure in the

bottom of a finished cylinder has been effected by a plug.

(4) As a safety precaution, if the manufacturer elects to make this

test before the hydrostatic test, the manufacturer should design the

test apparatus so that the pressure is applied to the smallest area

practicable, around the point of closure, and so as to use the smallest

possible volume of air or gas.

(n) Rejected cylinders. Reheat treatment is authorized for rejected

cylinders. Subsequent thereto, cylinders must pass all prescribed tests

to be acceptable. Repair by welding or spinning is not authorized. Spun

cylinders rejected under the provisions of paragraph (m) of this

section may be removed from the spun cylinder category by drilling to

remove defective material, tapping and plugging.

Sec. 178.37 Specification 3AA and 3AAX seamless steel cylinders.

(a) Type, size and service pressure. In addition to the

requirements of Sec. 178.35, cylinders must conform to the following:

(1) A DOT-3AA cylinder is a seamless steel cylinder with a water

capacity (nominal) of not over 1,000 pounds and a service pressure of

at least 150 pounds per square inch.

(2) A DOT-3AAX cylinder is a seamless steel cylinder with a water

capacity of not less than 1,000 pounds and a service pressure of at

least 500 pounds per square inch, conforming to the following

requirements:

(i) Assuming the cylinder is to be supported horizontally at its

two ends only and to be uniformly loaded over its entire length

consisting of the weight per unit of length of the straight cylindrical

portion filled with water and compressed to the specified test

pressure; the sum of two times the maximum tensile stress in the bottom

fibers due to bending, plus that in the same fibers (longitudinal

stress), due to hydrostatic test pressure may not exceed 80 percent of

the minimum yield strength of the steel at such maximum stress. Wall

thickness must be increased when necessary to meet the requirement.

(ii) To calculate the maximum tensile stress due to bending, the

following formula must be used:

S=Mc/I

(iii) To calculate the maximum longitudinal tensile stress due to

hydrostatic test pressure, the following formula must be used:

S=A\1\P/A\2\

where:

S=tensile stress-p.s.i.;

M=bending moment-inch pounds (wl\2\)/8;

w=weight per inch of cylinder filled with water;

l=length of cylinder-inches;

c=radius (D)/(2) of cylinder-inches;

I=moment of inertia-0.04909 (D\4\-d\4\) inches fourth;

D=outside diameter-inches;

d=inside diameter-inches;

A\1\=internal area in cross section of cylinder-square inches;

A\2\=area of metal in cross section of cylinder-square inches;

P=hydrostatic test pressure-p.s.i.

(b) Authorized steel. Open-hearth, basic oxygen, or electric steel

of uniform

[[Page 8333]]

quality must be used. A heat of steel made under the specifications in

Table 1 of this paragraph (b), check chemical analysis of which is

slightly out of the specified range, is acceptable, if satisfactory in

all other respects, provided the tolerance shown in Table 2 of this

paragraph (b) are not exceeded. When a carbon-boron steel is used, a

hardenability test must be performed on the first and last ingot of

each heat of steel. The results of this test must be recorded on the

Record of Chemical Analysis of Material for Cylinders required by

Sec. 178.35. This hardness test must be made \5/16\-inch from the

quenched end of the Jominy quench bar and the hardness must be at least

Rc 33 and no more than Rc 53. The following chemical analyses are

authorized:

Table 1.--Authorized Materials

--------------------------------------------------------------------------------------------------------------------------------------------------------

Intermediate

Designation 4130X (percent) NE-8630 (percent) 9115 (percent) (see 9125 (percent) Carbon-boron manganese

(see Note 1) (see Note 1) Note 1) (see Note 1) (percent) (percent)

--------------------------------------------------------------------------------------------------------------------------------------------------------

Carbon....................... 0.25/0.35.......... 0.28/0.33.......... 0.10/0.20.......... 0.20/0.30......... 0.27-0.37......... 0.40 max.

Manganese.................... 0.40/0.90.......... 0.70/0.90.......... 0.50/0.75.......... 0.50/0.75......... 0.80-1.40......... 1.35/1.65

Phosphorus................... 0.04 max........... 0.04 max........... 0.04 max........... 0.04 max.......... 0.035 max......... 0.04 max.

Sulfur....................... 0.05 max........... 0.04 max........... 0.04 max........... 0.04 max.......... 0.045 max......... 0.05 max.

Silicon...................... 0.15/0.35.......... 0.20/0.35.......... 0.60/0.90.......... 0.60/0.90......... 0.3 max........... 0.10/0.30

Chromium..................... 0.80/1.10.......... 0.40/0.60.......... 0.50/0.65.......... 0.50/0.65......... .................. ..................

Molybdenum................... 0.15/0.25.......... 0.15/0.25.......... ................... .................. .................. ..................

Zirconium.................... ................... ................... 0.05/0.15.......... 0.05/0.15......... .................. ..................

Nickel....................... ................... 0.40/0.70.......... ................... .................. .................. ..................

Boron........................ ................... ................... ................... .................. 0.0005/0.003 ..................

--------------------------------------------------------------------------------------------------------------------------------------------------------

Note 1: This designation may not be restrictive and the commercial steel is limited in analysis as shown in this Table 1.

Table 2.--Check Analysis Tolerances

----------------------------------------------------------------------------------------------------------------

Tolerance (percent) over the

maximum limit or under the

Limit or maximum specified minimum limit

Element (percent) -------------------------------

Under minimum Over maximum

limit limit

----------------------------------------------------------------------------------------------------------------

Carbon........................................ To 0.15 incl.................... 0.02 0.03

Over 0.15 to 0.40 incl.......... .03 .04

Manganese..................................... To 0.60 incl.................... .03 .03

Over 0.60 to 1.15 incl.......... .04 .04

Over 1.15 to 2.50 incl.......... .05 .05

Phosphorus \1\................................ All ranges...................... .............. .01

Sulphur....................................... All ranges...................... .............. .01

Silicon....................................... To 0.30 incl.................... .02 .03

Over 0.30 to 1.00 incl.......... .05 .05

Nickel........................................ To 1.00 incl.................... .03 .03

Chromium...................................... To 0.90 incl.................... .03 .03

0.90 to 2.90 incl............... .05 .05

Molybdenum.................................... To 0.20 incl.................... .01 .01

Over 0.20 to 0.40............... .02 .02

Zirconium..................................... All ranges...................... .01 .05

----------------------------------------------------------------------------------------------------------------

\1\ Rephosphorized steels not subject to check analysis for phosphorus.

(c) Identification of material. Material must be identified by any

suitable method except that plates and billets for hot-drawn cylinders

must be marked with the heat number.

(d) Manufacture. Cylinders must be manufactured using equipment and

processes adequate to ensure that each cylinder produced conforms to

the requirements of this subpart. No fissure or other defects is

permitted that is likely to weaken the finished cylinder appreciably. A

reasonably smooth and uniform surface finish is required. If not

originally free from such defects, the surface may be machined or

otherwise treated to eliminate these defects. The thickness of the

bottoms of cylinders welded or formed by spinning is, under no

condition, to be less than two times the minimum wall thickness of the

cylindrical shell; such bottom thicknesses must be measured within an

area bounded by a line representing the points of contact between the

cylinder and floor when the cylinder is in a vertical position.

(e) Welding or brazing. Welding or brazing for any purpose

whatsoever is prohibited except as follows:

(1) Welding or brazing is authorized for the attachment of

neckrings and footrings which are non-pressure parts, and only to the

tops and bottoms of cylinders having a service pressure of 500 pounds

per square inch or less. Cylinders, neckrings, and footrings must be

made of weldable steel, the carbon content of which may not exceed 0.25

percent except in the case of 4130X steel which may be used with proper

welding procedure.

(2) As permitted in paragraph (d) of this section.

(f) Wall thickness. The thickness of each cylinder must conform to

the following:

(1) For cylinders with a service pressure of less than 900 pounds,

the wall stress may not exceed 24,000 pounds per square inch. A minimum

wall thickness of 0.100 inch is required for any cylinder with an

outside diameter of over 5 inches.

(2) For cylinders with service pressure of 900 p.s.i. or more the

minimum wall must be such that the wall stress at the

[[Page 8334]]

minimum specified test pressure may not exceed 67 percent of the

minimum tensile strength of the steel as determined from the physical

tests required in paragraphs (k) and (l) of this section and must be

not over 70,000 p.s.i.

(3) Calculation must be made by the formula:

S=[P(1.3D \2\+0.4d \2\)]/(D \2\-d \2\)

where:

S=wall stress in pounds per square inch;

P=minimum test pressure prescribed for water jacket test or 450 pounds

per square inch whichever is the greater;

D=outside diameter in inches;

d=inside diameter in inches.

(g) Heat treatment. The completed cylinders must be uniformly and

properly heat treated prior to tests. Heat treatment of cylinders of

the authorized analyses must be as follows:

(1) All cylinders must be quenched by oil, or other suitable medium

except as provided in paragraph (g)(5) of this section.

(2) The steel temperature on quenching must be that recommended for

the steel analysis, but may not exceed 1750 deg.F.

(3) All steels must be tempered at a temperature most suitable for

that steel.

(4) The minimum tempering temperature may not be less than 1000

deg.F except as noted in paragraph (l)(vi) of this section.

(5) Steel 4130X may be normalized at a temperature of 1650 deg.F

instead of being quenched and cylinders so normalized need not be

tempered.

(6) Intermediate manganese steels may be tempered at temperatures

not less than 1150 deg.F, and after heat treating each cylinder must

be submitted to a magnetic test to detect the presence of quenching

cracks. Cracked cylinders must be rejected and destroyed.

(7) Except as otherwise provided in paragraph (g)(6) of this

section, all cylinders, if water quenched or quenched with a liquid

producing a cooling rate in excess of 80 percent of the cooling rate of

water, must be inspected by the magnetic particle, dye penetrant or

ultrasonic method to detect the presence of quenching cracks. Any

cylinder designed to the requirements for specification 3AA and found

to have a quenching crack must be rejected and may not be requalified.

Cylinders designed to the requirements for specification 3AAX and found

to have cracks must have cracks removed to sound metal by mechanical

means. Such specification 3AAX cylinders will be acceptable if the

repaired area is subsequently examined to assure no defect, and it is

determined that design thickness requirements are met.

(h) Openings in cylinders and connections (valves, fuse plugs,

etc.) for those openings. Threads are required on openings.

(1) Threads must be clean cut, even, without checks, and to gauge.

(2) Taper threads, when used, must be of a length not less than as

specified for American Standard taper pipe threads.

(3) Straight threads having at least 6 engaged threads are

authorized. Straight threads must have a tight fit and a calculated

shear strength of at least 10 times the test pressure of the cylinder.

Gaskets, adequate to prevent leakage, are required.

(i) Hydrostatic test. Each cylinder must successfully withstand a

hydrostatic test as follows:

(1) The test must be by water-jacket, or other suitable method,

operated so as to obtain accurate data. The pressure gauge must permit

reading to an accuracy of 1 percent. The expansion gauge must permit

reading of total expansion to an accuracy of either 1 percent or 0.1

cubic centimeter.

(2) Pressure must be maintained for at least 30 seconds and

sufficiently longer to ensure complete expansion. Any internal pressure

applied after heat-treatment and previous to the official test may not

exceed 90 percent of the test pressure. If, due to failure of the test

apparatus, the test pressure cannot be maintained, the test may be

repeated at a pressure increased by 10 percent or 100 pounds per square

inch, whichever is the lower.

(3) Permanent volumetric expansion may not exceed 10 percent of

total volumetric expansion at test pressure.

(4) Each cylinder must be tested to at least \5/3\ times the

service pressure.

(j) Flattening test. A flattening test must be performed on one

cylinder taken at random out of each lot of 200 or less, by placing the

cylinder between wedge shaped knife edges having a 60 deg. included

angle, rounded to \1/2\-inch radius. The longitudinal axis of the

cylinder must be at a 90-degree angle to knife edges during the test.

For lots of 30 or less, flattening tests are authorized to be made on a

ring at least 8 inches long cut from each cylinder and subjected to

same heat treatment as the finished cylinder.

(k) Physical test. A physical test must be conducted to determine

yield strength, tensile strength, elongation, and reduction of area of

material as follows:

(1) The test is required on 2 specimens cut from 1 cylinder taken

at random out of each lot of 200 or less. For lots of 30 or less,

physical tests are authorized to be made on a ring at least 8 inches

long cut from each cylinder and subjected to the same heat treatment as

the finished cylinder.

(2) Specimens must conform to the following:

(i) Gauge length of 8 inches with a width of not over 1\1/2\

inches, a gauge length of 2 inches with a width of not over 1\1/2\

inches, or a gauge length of at least 24 times the thickness with width

not over 6 times thickness when the thickness of the cylinder wall is

not over \3/16\ inch.

(ii) The specimen, exclusive of grip ends, may not be flattened.

Grip ends may be flattened to within one inch of each end of the

reduced section.

(iii) When size of cylinder does not permit securing straight

specimens, the specimens may be taken in any location or direction and

may be straightened or flattened cold, by pressure only, not by blows.

When specimens are so taken and prepared, the inspector's report must

show in connection with record of physical tests detailed information

in regard to such specimens.

(iv) Heating of a specimen for any purpose is not authorized.

(3) The yield strength in tension must be the stress corresponding

to a permanent strain of 0.2 percent of the gauge length. The following

conditions apply:

(i) The yield strength must be determined by either the ``offset''

method or the ``extension under load'' method as prescribed in ASTM

Standard E8-78.

(ii) In using the ``extension under load'' method, the total strain

(or ``extension under load'') corresponding to the stress at which the

0.2 percent permanent strain occurs may be determined with sufficient

accuracy by calculating the elastic extension of the gauge length under

appropriate load and adding thereto 0.2 percent of the gauge length.

Elastic extension calculations must be based on an elastic modulus of

30,000,000. In the event of controversy, the entire stress-strain

diagram must be plotted and the yield strength determined from the 0.2

percent offset.

(iii) For the purpose of strain measurement, the initial strain

must be set while the specimen is under a stress of 12,000 pounds per

square inch, the strain indicator reading being set at the calculated

corresponding strain.

(iv) Cross-head speed of the testing machine may not exceed \1/8\

inch per minute during yield strength determination.

(l) Acceptable results for physical and flattening tests. An

acceptable result for physical and flattening tests is elongation at

least 20 percent for 2

[[Page 8335]]

inches of gauge length or at least 10 percent in other cases.

Flattening is required without cracking to 6 times the wall thickness

of the cylinder.

(m) Leakage test. All spun cylinders and plugged cylinders must be

tested for leakage by gas or air pressure after the bottom has been

cleaned and is free from all moisture. Pressure, approximately the same

as but no less than the service pressure, must be applied to one side

of the finished bottom over an area of at least \1/16\ of the total

area of the bottom but not less than \3/4\ inch in diameter, including

the closure, for at least one minute, during which time the other side

of the bottom exposed to pressure must be covered with water and

closely examined for indications of leakage. Except as provided in

paragraph (n) of this section, a cylinder must be rejected if there is

any leaking.

(1) A spun cylinder is one in which an end closure in the finished

cylinder has been welded by the spinning process.

(2) A plugged cylinder is one in which a permanent closure in the

bottom of a finished cylinder has been effected by a plug.

(3) As a safety precaution, if the manufacturer elects to make this

test before the hydrostatic test, the manufacturer should design the

test apparatus so that the pressure is applied to the smallest area

practicable, around the point of closure, and so as to use the smallest

possible volume of air or gas.

(n) Rejected cylinders. Reheat treatment is authorized for rejected

cylinders. Subsequent thereto, cylinders must pass all prescribed tests

to be acceptable. Repair by welding or spinning is not authorized. Spun

cylinders rejected under the provision of paragraph (m) of this section

may be removed from the spun cylinder category by drilling to remove

defective material, tapping and plugging.

Sec. 178.38 Specification 3B seamless steel cylinders.

(a) Type, size, and service pressure. A DOT 3B cylinder is a

seamless steel cylinder with a water capacity (nominal) of not over

1,000 pounds and a service pressure of at least 150 to not over 500

pounds per square inch.

(b) Steel. Open-hearth or electric steel of uniform quality must be

used. Content percent may not exceed the following: carbon, 0.55;

phosphorus, 0.045; sulphur, 0.050.

(c) Identification of material. Material must be identified by any

suitable method except that plates and billets for hot-drawn cylinders

must be marked with the heat number.

(d) Manufacture. Cylinders must be manufactured using equipment and

processes adequate to ensure that each cylinder produced conforms to

the requirements of this subpart. No fissure or other defect is

permitted that is likely to weaken the finished cylinder appreciably. A

reasonably smooth and uniform surface finish is required. If not

originally free from such defects, the surface may be machined or

otherwise treated to eliminate these defects. The thickness of the

bottoms of cylinders welded or formed by spinning is, under no

condition, to be less than two times the minimum wall thickness of the

cylindrical shell; such bottom thicknesses to be measured within an

area bounded by a line representing the points of contact between the

cylinder and floor when the cylinder is in a vertical position.

(e) Welding or brazing. Welding or brazing for any purpose

whatsoever is prohibited except as follows:

(1) Welding or brazing is authorized for the attachment of

neckrings and footrings which are non-pressure parts, and only to the

tops and bottoms of cylinders having a service pressure of 500 pounds

per square inch or less. Cylinders, neckrings, and footrings must be

made of weldable steel, carbon content of which may not exceed 0.25

percent except in the case of 4130X steel which may be used with proper

welding procedure.

(2) As permitted in paragraph (d) of this section.

(f) Wall thickness. The wall stress may not exceed 24,000 pounds

per square inch. The minimum wall thickness is 0.090 inch for any

cylinder with an outside diameter of 6 inches. Calculation must be made

by the following formula:

S=[P(1.3D \2\+0.4d \2\)]/(D \2\-d \2\)

where:

S=wall stress in pounds per square inch;

P=at least two times service pressure or 450 pounds per square inch,

whichever is the greater;

D=outside diameter in inches;

d=inside diameter in inches.

(g) Heat treatment. The completed cylinders must be uniformly and

properly heat-treated prior to tests.

(h) Openings in cylinders and connections (valves, fuse plugs,

etc.) for those openings. Threads, conforming to the following, are

required on all openings.

(1) Threads must be clean cut, even, without checks, and to gauge.

(2) Taper threads when used, must be of a length not less than as

specified for American Standard taper pipe threads.

(3) Straight threads having at least 4 engaged threads are

authorized. Straight threads must have a tight fit, and calculated

shear strength at least 10 times the test pressure of the cylinder.

Gaskets, adequate to prevent leakage, are required.

(i) Hydrostatic test. Cylinders must successfully withstand a

hydrostatic test, as follows:

(1) The test must be by water-jacket, or other suitable method,

operated so as to obtain accurate data. The pressure gauge must permit

reading to an accuracy of 1 percent. The expansion gauge must permit

reading of total expansion to an accuracy either of 1 percent or 0.1

cubic centimeter.

(2) Pressure must be maintained for at least 30 seconds and

sufficiently longer to insure complete expansion. Any internal pressure

applied after heat-treatment and previous to the official test may not

exceed 90 percent of the test pressure. If, due to failure of the test

apparatus, the test pressure cannot be maintained, the test may be

repeated at a pressure increased by 10 percent or 100 pounds per square

inch, whichever is the lower.

(3) Permanent volumetric expansion may not exceed 10 percent of

total volumetric expansion at test pressure.

(4) Cylinders must be tested as follows:

(i) Each cylinder; to at least 2 times service pressure; or

(ii) 1 cylinder out of each lot of 200 or less; to at least 3 times

service pressure. Others must be examined under pressure of 2 times

service pressure and show no defect.

(j) Flattening test. A flattening test must be performed on one

cylinder taken at random out or each lot of 200 or less, by placing the

cylinder between wedge shaped knife edges having a 60 deg. included

angle, rounded to \1/2\-inch radius. The longitudinal axis of the

cylinder must be at a 90-degree angle to knife edges during the test.

For lots of 30 or less, flattening tests are authorized to be made on a

ring at least 8 inches long cut from each cylinder and subjected to

same heat treatment as the finished cylinder.

(k) Physical test. A physical test must be conducted to determine

yield strength, tensile strength, elongation, and reduction of area of

material, as follows:

(1) The test is required on 2 specimens cut from 1 cylinder taken

at random out of each lot of 200 or less. For lots of 30 or less,

physical tests are authorized to be made on a ring at least 8 inches

long cut from each cylinder and subjected to same heat treatment as the

finished cylinder.

(2) Specimens must conform to the following:

[[Page 8336]]

(i) Gauge length of 8 inches with a width of not over 1\1/2\

inches; or a gauge length of 2 inches with a width of not over 1\1/2\

inches; or a gauge length at least 24 times the thickness with a width

not over 6 times thickness is authorized when a cylinder wall is not

over \3/16\ inch thick.

(ii) The specimen, exclusive of grip ends, may not be flattened.

Grip ends may be flattened to within one inch of each end of the

reduced section.

(iii) When size of cylinder does not permit securing straight

specimens, the specimens may be taken in any location or direction and

may be straightened or flattened cold, by pressure only, not by blows.

When specimens are so taken and prepared, the inspector's report must

show in connection with record of physical tests detailed information

in regard to such specimens.

(iv) Heating of a specimen for any purpose is not authorized.

(3) The yield strength in tension must be the stress corresponding

to a permanent strain of 0.2 percent of the gauge length. The following

conditions apply:

(i) The yield strength must be determined by either the ``offset''

method or the ``extension under load'' method as prescribed in ASTM

Standard E8-78.

(ii) In using the ``extension under load'' method, the total strain

(or ``extension under load'') corresponding to the stress at which the

0.2 percent permanent strain occurs may be determined with sufficient

accuracy by calculating the elastic extension of the gauge length under

appropriate load and adding thereto 0.2 percent of the gauge length.

Elastic extension calculations must be based on an elastic modulus of

30,000,000. In the event of controversy, the entire stress-strain

diagram must be plotted and the yield strength determined from the 0.2

percent offset.

(iii) For the purpose of strain measurement, the initial strain

must be set while the specimen is under a stress of 12,000 pounds per

square inch, and the strain indicator reading being set at the

calculated corresponding strain.

(iv) Cross-head speed of the testing machine may not exceed \1/8\

inch per minute during yield strength determination.

(l) Acceptable results for physical and flattening tests. Either of

the following is an acceptable result:

(1) An elongation of at least 40 percent for a 2-inch gauge length

or at least 20 percent in other cases and yield strength not over 73

percent of tensile strength. In this instance, the flattening test is

not required.

(2) An elongation of at least 20 percent for a 2-inch gauge length

or 10 percent in other cases and yield strength not over 73 percent of

tensile strength. Flattening is required, without cracking, to 6 times

the wall thickness.

(m) Leakage test. All spun cylinders and plugged cylinders must be

tested for leakage by gas or air pressure after the bottom has been

cleaned and is free from all moisture, subject to the following

conditions and limitations:

(1) Pressure, approximately the same as but no less than service

pressure, must be applied to one side of the finished bottom over an

area of at least \1/16\ of the total area of the bottom but not less

than \3/4\ inch in diameter, including the closure, for at least one

minute, during which time the other side of the bottom exposed to

pressure must be covered with water and closely examined for

indications of leakage. Except as provided in paragraph (n) of this

section, a cylinder must be rejected if there is any leaking.

(2) A spun cylinder is one in which an end closure in the finished

cylinder has been welded by the spinning process.

(3) A plugged cylinder is one in which a permanent closure in the

bottom of a finished cylinder has been effected by a plug.

(4) As a safety precaution, if the manufacturer elects to make this

test before the hydrostatic test, he should design his apparatus so

that the pressure is applied to the smallest area practicable, around

the point of closure, and so as to use the smallest possible volume of

air or gas.

(n) Rejected cylinders. Reheat treatment of rejected cylinders is

authorized. Subsequent thereto, cylinders must pass all prescribed

tests to be acceptable. Repair by welding or spinning is not

authorized. Spun cylinders rejected under the provisions of paragraph

(m) of this section may be removed from the spun cylinder category by

drilling to remove defective material, tapping and plugging.

(o) Marking. Markings may be stamped into the sidewalls of

cylinders having a service pressure of 150 psi if all of the following

conditions are met:

(1) Wall stress at test pressure may not exceed 24,000 psi.

(2) Minimum wall thickness must be not less than 0.090 inch.

(3) Depth of stamping must be no greater than 15 percent of the

minimum wall thickness, but may not exceed 0.015 inch.

(4) Maximum outside diameter of cylinder may not exceed 5 inches.

(5) Carbon content of cylinder may not exceed 0.25 percent. If the

carbon content exceeds 0.25 percent, the complete cylinder must be

normalized after stamping.

(6) Stamping must be adjacent to the top head.

Sec. 178.39 Specification 3BN seamless nickel cylinders.

(a) Type, size and service pressure. A DOT 3BN cylinder is a

seamless nickel cylinder with a water capacity (nominal) not over 125

pounds water capacity (nominal) and a service pressure at least 150 to

not over 500 pounds per square inch.

(b) Nickel. The percentage of nickel plus cobalt must be at least

99.0 percent.

(c) Identification of material. The material must be identified by

any suitable method except that plates and billets for hot-drawn

cylinders must be marked with the heat number.

(d) Manufacture. Cylinders must be manufactured using equipment and

processes adequate to ensure that each cylinder produced conforms to

the requirements of this subpart. No defect is permitted that is likely

to weaken the finished cylinder appreciably. A reasonably smooth and

uniform surface finish is required. Cylinders closed in by spinning

process are not authorized.

(e) Welding or brazing. Welding or brazing for any purpose

whatsoever is prohibited except that welding is authorized for the

attachment of neckrings and footrings which are nonpressure parts, and

only to the tops and bottoms of cylinders. Neckrings and footrings must

be of weldable material, the carbon content of which may not exceed

0.25 percent. Nickel welding rod must be used.

(f) Wall thickness. The wall stress may not exceed 15,000 pounds

per square inch. A minimum wall thickness of 0.100 inch is required for

any cylinder over 5 inches in outside diameter. Wall stress calculation

must be made by using the following formula:

S=[P(1.3D2+0.4d2)]/(D2-d2)

where:

S=Wall stress in pounds per square inch;

P=Minimum test pressure prescribed for water jacket test or 450 pounds

per square inch whichever is the greater;

D=Outside diameter in inches;

d=Inside diameter in inches.

(g) Heat treatment. The completed cylinders must be uniformly and

properly heat-treated prior to tests.

(h) Openings in cylinders and connections (valves, fuse plugs,

etc.) for those openings. Threads conforming to the following are

required on openings.

(1) Threads must be clean cut, even, without checks, and to gauge.

[[Page 8337]]

(2) Taper threads, when used, to be of length not less than as

specified for American Standard taper pipe threads.

(3) Straight threads having at least 6 engaged threads are

authorized. Straight threads must have a tight fit and a calculated

shear strength of at least 10 times the test pressure of the cylinder.

Gaskets, adequate to prevent leakage, are required.

(i) Hydrostatic test. Each cylinder must successfully withstand a

hydrostatic test, as follows:

(1) The test must be by water-jacket, or other suitable method,

operated so as to obtain accurate data. The pressure gauge must permit

reading to an accuracy of 1 percent. The expansion gauge must permit

reading of total expansion to an accuracy either of 1 percent or 0.1

cubic centimeter.

(2) Pressure must be maintained for at least 30 seconds and

sufficiently longer to ensure complete expansion. Any internal pressure

applied after heat-treatment and previous to the official test may not

exceed 90 percent of the test pressure. If, due to failure of the test

apparatus, the test pressure cannot be maintained, the test may be

repeated at a pressure increased by 10 percent or 100 pounds per square

inch, whichever is the lower.

(3) Permanent volumetric expansion may not exceed 10 percent of

total volumetric expansion at test pressure.

(4) Each cylinder must be tested to at least 2 times service

pressure.

(j) Flattening test. A flattening test must be performed on one

cylinder taken at random out or each lot of 200 or less, by placing the

cylinder between wedge shaped knife edges having a 60 deg. included

angle, rounded to \1/2\ inch radius. The longitudinal axis of the

cylinder must be at a 90-degree angle to knife edges during the test.

For lots of 30 or less, flattening tests are authorized to be made on a

ring at least 8 inches long cut from each cylinder and subjected to

same heat treatment as the finished cylinder.

(k) Physical test. A physical test must be conducted to determine

yield strength, tensile strength, elongation, and reduction of area of

material, as follows:

(1) The test is required on 2 specimens cut from 1 cylinder taken

at random out of each lot of 200 or less. For lots of 30 or less,

physical tests are authorized to be made on a ring at least 8 inches

long cut from each cylinder and subjected to same heat treatment as the

finished cylinder.

(2) Specimens must conform to the following:

(i) A gauge length of 8 inches with a width of not over 1\1/2\

inches, a gauge length of 2 inches with a width of not over 1\1/2\

inches, or a gauge length of at least 24 times the thickness with a

width not over 6 times thickness is authorized when a cylinder wall is

not over \3/16\ inch thick.

(ii) The specimen, exclusive of grip ends, may not be flattened.

Grip ends may be flattened to within one inch of each end of the

reduced section.

(iii) When size of cylinder does not permit securing straight

specimens, the specimens may be taken in any location or direction and

may be straightened or flattened cold, by pressure only, not by blows.

When specimens are so taken and prepared, the inspector's report must

show in connection with record of physical tests detailed information

in regard to such specimens.

(iv) Heating of a specimen for any purpose is not authorized.

(3) The yield strength in tension must be the stress corresponding

to a permanent strain of 0.2 percent of the gauge length. The following

conditions apply:

(i) The yield strength must be determined by either the ``offset''

method or the ``extension under load'' method as prescribed in ASTM

Standard E8-78.

(ii) In using the ``extension under load'' method, the total strain

(or ``extension under load'') corresponding to the stress at which the

0.2 percent permanent strain occurs may be determined with sufficient

accuracy by calculating the elastic extension of the gauge length under

appropriate load and adding thereto 0.2 percent of the gauge length.

Elastic extension calculations must be based on an elastic modulus of

30,000,000. In the event of controversy, the entire stress-strain

diagram must be plotted and the yield strength determined from the 0.2

percent offset.

(iii) For the purpose of strain measurement, the initial strain

must be set while the specimen is under a stress of 12,000 pounds per

square inch, and the strain indicator reading must be set at the

calculated corresponding strain.

(iv) Cross-head speed of the testing machine may not exceed \1/8\

inch per minute during yield strength determination.

(l) Acceptable results for physical and flattening tests. Either of

the following is an acceptable result:

(1) An elongation of at least 40 percent for a 2 inch gauge length

or at least 20 percent in other cases and yield point not over 50

percent of tensile strength. In this instance, the flattening test is

not required.

(2) An elongation of at least 20 percent for a 2 inch gauge length

or 10 percent in other cases and a yield point not over 50 percent of

tensile strength. Flattening is required, without cracking, to 6 times

the wall thickness.

(m) Rejected cylinders. Reheat treatment is authorized for rejected

cylinders. Subsequent thereto, cylinders must pass all prescribed tests

to be acceptable. Repair by welding is not authorized.

Sec. 178.42 Specification 3E seamless steel cylinders.

(a) Type, size, and service pressure. A DOT 3E cylinder is a

seamless steel cylinder with an outside diameter not greater than 2

inches nominal, a length less than 2 feet and a service pressure of

1,800 pounds per square inch.

(b) Steel. Open-hearth or electric steel of uniform quality must be

used. Content percent may not exceed the following: Carbon, 0.55;

phosphorus, 0.045; sulphur, 0.050.

(c) Identification of steel. Materials must be identified by any

suitable method.

(d) Manufacture. Cylinders must be manufactured by best appliances

and methods. No defect is permitted that is likely to weaken the

finished cylinder appreciably. A reasonably smooth and uniform surface

finish is required. The thickness of the spun bottom is, under no

condition, to be less than two times the minimum wall thickness of the

cylindrical shell; such bottom thickness must be measured within an

area bounded by a line representing the points of contact between the

cylinder and floor when the cylinder is in a vertical position.

(e) Openings in cylinders and connections (valves, fuse plugs,

etc.) for those openings. Threads conforming to the following are

required on openings.

(1) Threads must be clean cut, even, without checks, and to gauge.

(2) Taper threads, when used, must be of length not less than as

specified for American Standard taper pipe threads.

(3) Straight threads having at least 4 engaged threads are

authorized. Straight threads must have a tight fit and a calculated

shear strength of at least 10 times the test pressure of the cylinder.

Gaskets, adequate to prevent leakage, are required.

(f) Hydrostatic test. Cylinders must be tested as follows:

(1) One cylinder out of each lot of 500 or less must be subjected

to a hydrostatic pressure of 6,000 pounds per square inch or higher.

(2) The cylinder referred to in paragraph (f)(1) of this section

must burst at a pressure higher than 6,000 pounds per square inch

without fragmenting or otherwise showing lack of ductility, or must

hold a pressure of

[[Page 8338]]

12,000 pounds per square inch for 30 seconds without bursting. In which

case, it must be subjected to a flattening test without cracking to six

times wall thickness between knife edges, wedge shaped 60 degree angle,

rounded out to a \1/2\ inch radius. The inspector's report must be

suitably changed to show results of latter alternate and flattening

test.

(3) Other cylinders must be examined under pressure of at least

3,000 pounds per square inch and not to exceed 4,500 pounds per square

inch and show no defect. Cylinders tested at a pressure in excess of

3,600 pounds per square inch must burst at a pressure higher than 7,500

pounds per square inch when tested as specified in paragraph (f)(2) of

this section. The pressure must be maintained for at least 30 seconds

and sufficiently longer to ensure complete examination.

(g) Leakage test. All spun cylinders and plugged cylinders must be

tested for leakage by gas or air pressure after the bottom has been

cleaned and is free from all moisture subject to the following

conditions and limitations:

(1) A pressure, approximately the same as but not less than the

service pressure, must be applied to one side of the finished bottom

over an area of at least \1/16\ of the total area of the bottom but not

less than \3/4\ inch in diameter, including the closure, for at least

one minute, during which time the other side of the bottom exposed to

pressure must be covered with water and closely examined for

indications of leakage. Accept as provided in paragraph (h) of this

section, a cylinder must be rejected if there is any leakage.

(2) A spun cylinder is one in which an end closure in the finished

cylinder has been welded by the spinning process.

(3) A plugged cylinder is one in which a permanent closure in the

bottom of a finished cylinder has been effected by a plug.

(4) As a safety precaution, if the manufacturer elects to make this

test before the hydrostatic test, the manufacturer shall design the

test apparatus so that the pressure is applied to the smallest area

practicable, around the point of closure, and so as to use the smallest

possible volume of air or gas.

(h) Rejected cylinders. Reheat treatment is authorized for rejected

cylinders. Subsequent thereto, cylinders must pass all prescribed tests

to be acceptable. Repair by welding or spinning is not authorized. Spun

cylinders rejected under the provisions of paragraph (g) of this

section may be removed from the spun cylinder category by drilling to

remove defective material, tapping and plugging.

(i) Marking. Markings required by Sec. 178.35 must be stamped

plainly and permanently on the shoulder, top head, neck or sidewall of

each cylinder.

Sec. 178.44 Specification 3HT seamless steel cylinders for aircraft

use.

(a) Type, size and service pressure. A DOT 3HT cylinder is a

seamless steel cylinder with a water capacity (nominal) of not over 150

pounds and a service pressure of at least 900 pounds per square inch.

(b) Authorized steel. Open hearth or electric furnace steel of

uniform quality must be used. A heat of steel made under the

specifications listed in Table 1 of this paragraph (b), check chemical

analysis of which is slightly out of the specified range, is

acceptable, if satisfactory in all other respects, provided the

tolerances shown in Table 2 of this paragraph (b) are not exceeded.

Grain size 6 or finer according to ASTM Spec. E19-46. Steel of the

following chemical analysis is authorized:

Table 1.--Authorized Materials

Designation................................................ AISI 4130 (percent)

Carbon..................................................... 0.28/0.33

Manganese.................................................. 0.40/0.60

Phosphorus................................................. 0.040 maximum

Sulfur..................................................... 0.040 maximum

Silicon.................................................... 0.15/0.35

Chromium................................................... 0.80/1.10

Molybdenum................................................. 0.18/0.25.

Table 2--Check Analysis Tolerances

----------------------------------------------------------------------------------------------------------------

Tolerance (percent) over the

maximum limit or under the

Limit or maximum specified minimum limit

Element (percent) -------------------------------

Under minimum Over maximum

limit limit

----------------------------------------------------------------------------------------------------------------

Carbon..................................... Over 0.15 to 0.40 incl............. .03 .04

Manganese.................................. To 0.60 incl....................... .03 .03

Phosphorus \1\............................. All ranges......................... .............. .01

Sulphur.................................... All ranges......................... .............. .01

Silicon.................................... To 0.30 incl....................... .02 .03

Over 0.30 to 1.00 incl............. .05 .05

Chromium................................... To 0.90 incl....................... .03 .03

Over 0.90 to 2.10 incl............. .05 .05

Molybdenum................................. To 0.20 incl....................... .01 .01

Over 0.20 to 0.40 incl............. .02 .02

----------------------------------------------------------------------------------------------------------------

\1\ Rephosphorized steels not subject to check analysis for phosphorus.

(c) Identification of material. Material must be identified by any

suitable method. Steel stamping of heat identifications may not be made

in any area which will eventually become the side wall of the cylinder.

Depth of stamping may not encroach upon the minimum prescribed wall

thickness of the cylinder.

[[Page 8339]]

(d) Manufacture. Cylinders must be manufactured using equipment and

processes adequate to ensure that each cylinder produced conforms to

the requirements of this subpart. No fissure or other defect is

permitted that is likely to weaken the finished container appreciably.

The general surface finish may not exceed a roughness of 250 RMS.

Individual irregularities such as draw marks, scratches, pits, etc.,

should be held to a minimum consistent with good high stress pressure

vessel manufacturing practices. If the cylinder is not originally free

of such defects or does not meet the finish requirements, the surface

may be machined or otherwise treated to eliminate these defects. The

point of closure of cylinders closed by spinning may not be less than

two times the prescribed wall thickness of the cylindrical shell. The

cylinder end contour must be hemispherical or ellipsoidal with a ratio

of major-to-minor axis not exceeding two to one and with the concave

side to pressure.

(e) Welding or brazing. Welding or brazing for any purpose

whatsoever is prohibited, except that welding by spinning is permitted

to close the bottom of spun cylinders. Machining or grinding to produce

proper surface finish at point of closure is required.

(f) Wall thickness. (1) Minimum wall thickness for any cylinder

must be 0.050 inch. The minimum wall thickness must be such that the

wall stress at the minimum specified test pressure may not exceed 75

percent of the minimum tensile strength of the steel as determined from

the physical tests required in paragraph (m) of this section and may

not be over 105,000 psi.

(2) Calculations must be made by the formula:

S=[P(1.3D2+0.4d 2)]/(D 2-d 2)

where:

S=Wall stress in pounds per square inch;

P=Minimum test pressure prescribed for water jacket test;

D=Outside diameter in inches;

d=Inside diameter in inches.

(3) Wall thickness of hemispherical bottoms only permitted to 90

percent of minimum wall thickness of cylinder sidewall but may not be

less than 0.050 inch. In all other cases, thickness to be no less than

prescribed minimum wall.

(g) Heat treatment. The completed cylinders must be uniformly and

properly heated prior to tests. Heat treatment of the cylinders of the

authorized analysis must be as follows:

(1) All cylinders must be quenched by oil, or other suitable

medium.

(2) The steel temperature on quenching must be that recommended for

the steel analysis, but may not exceed 1750 deg. F.

(3) The steel must be tempered at a temperature most suitable for

the particular steel analysis but not less than 850 deg. F.

(4) All cylinders must be inspected by the magnetic particle or dye

penetrant method to detect the presence of quenching cracks. Any

cylinder found to have a quenching crack must be rejected and may not

be requalified.

(h) Openings in cylinders and connections (valves, fuse plugs,

etc.) for those openings. Threads conforming to the following are

required on openings:

(1) Threads must be clean cut, even, without cracks, and to gauge.

(2) Taper threads, when used, must be of length not less than as

specified for National Gas Tapered Thread (NGT) as required by American

Standard Compressed Gas Cylinder Valve Outlet and Inlet Connections.

(3) Straight threads having at least 6 engaged threads are

authorized. Straight threads must have a tight fit and a calculated

shear stress of at least 10 times the test pressure of the cylinder.

Gaskets, adequate to prevent leakage, are required.

(i) Hydrostatic test. Each cylinder must withstand a hydrostatic

test, as follows:

(1) The test must be by water-jacket, or other suitable method,

operated so as to obtain accurate data. Pressure gauge must permit

reading to an accuracy of 1 percent. The expansion gauge must permit

reading of total expansion to an accuracy either of 1 percent of 0.1

cubic centimeter.

(2) Pressure must be maintained for at least 30 seconds and

sufficiently longer to ensure complete expansion. Any internal pressure

applied after heat treatment and previous to the official test may not

exceed 90 percent of the test pressure. If, due to failure of the test

apparatus, the test pressure cannot be maintained, the test may be

repeated at a pressure increased by 10 percent or 100 pounds per square

inch, which ever is the lower.

(3) Permanent volumetric expansion may not exceed 10 percent of

total volumetric expansion at test pressure.

(4) Each cylinder must be tested to at least 5/3 times service

pressure.

(j) Cycling tests. Prior to the initial shipment of any specific

cylinder design, cyclic pressurization tests must have been performed

on at least three representative samples without failure as follows:

(1) Pressurization must be performed hydrostatically between

approximately zero psig and the service pressure at a rate not in

excess of 10 cycles per minute. Adequate recording instrumentation must

be provided if equipment is to be left unattended for periods of time.

(2) Tests prescribed in paragraph (j)(1) of this section must be

repeated on one random sample out of each lot of cylinders. The

cylinder may then be subjected to a burst test.

(3) A lot is defined as a group of cylinders fabricated from the

same heat of steel, manufactured by the same process and heat treated

in the same equipment under the same conditions of time, temperature,

and atmosphere, and may not exceed a quantity of 200 cylinders.

(4) All cylinders used in cycling tests must be destroyed.

(k) Burst test. One cylinder taken at random out of each lot of

cylinders must be hydrostatically tested to destruction.

(l) Flattening test. A flattening test must be performed on one

cylinder taken at random out or each lot of 200 or less, by placing the

cylinder between wedge shaped knife edges having a 60 deg. included

angle, rounded to \1/2\-inch radius. The longitudinal axis of the

cylinder must be at a 90-degree angle to knife edges during the test.

For lots of 30 or less, flattening tests are authorized to be made on a

ring at least 8 inches long cut from each cylinder and subjected to

same heat treatment as the finished cylinder.

(m) Physical tests. A physical test must be conducted to determine

yield strength, tensile strength, elongation, and reduction of area of

material , as follows:

(1) Test is required on 2 specimens cut from 1 cylinder taken at

random out of each lot of cylinders.

(2) Specimens must conform to the following:

(i) A gauge length of at least 24 times the thickness with a width

not over six times the thickness. The specimen, exclusive of grip ends,

may not be flattened. Grip ends may be flattened to within one inch of

each end of the reduced section. When size of cylinder does not permit

securing straight specimens, the specimens may be taken in any location

or direction and may be straightened or flattened cold by pressure

only, not by blows. When specimens are so taken and prepared, the

inspector's report must show in connection with the record of physical

tests detailed information in regard to such specimens.

(ii) Heating of a specimen for any purpose is not authorized.

(3) The yield strength in tension must be the stress corresponding

to a permanent strain of 0.2 percent of the gauge length.

[[Page 8340]]

(i) The yield strength must be determined by either the ``offset''

method or the ``extension under load'' method as prescribed in ASTM

Standard E8-78.

(ii) In using the ``extension under load'' method, the total strain

(or ``extension under load'') corresponding to the stress at which the

0.2 percent permanent strain occurs may be determined with sufficient

accuracy by calculating the elastic extension of the gauge length under

appropriate load and adding thereto 0.2 percent of the gauge length.

Elastic extension calculations must be based on an elastic modulus of

30,000,000. In the event of controversy, the entire stress-strain

diagram must be plotted and the yield strength determined from the 0.2

percent offset.

(iii) For the purpose of strain measurement, the initial strain

must be set while the specimen is under a stress of 12,000 pounds per

square inch, the strain indicator reading being set at the calculated

corresponding strain.

(iv) Cross-head speed of the testing machine may not exceed \1/8\

inch per minute during yield strength determination.

(n) Magnetic particle inspection. Inspection must be performed on

the inside of each container before closing and externally on each

finished container after heat treatment. Evidence of discontinuities,

which in the opinion of a qualified inspector may appreciably weaken or

decrease the durability of the cylinder, must be cause for rejection.

(o) Leakage test. All spun cylinders and plugged cylinders must be

tested for leakage by dry gas or dry air pressure after the bottom has

been cleaned and is free from all moisture, subject to the following

conditions and limitations:

(1) Pressure, approximately the same as but not less than service

pressure, must be applied to one side of the finished bottom over an

area of at least \1/16\ of the total area of the bottom but not less

than \3/4\ inch in diameter, including the closure, for at least one

minute, during which time the other side of the bottom exposed to

pressure must be covered with water and closely examined for

indications of leakage. Except as provided in paragraph (q) of this

section, a cylinder must be rejected if there is leakage.

(2) A spun cylinder is one in which an end closure in the finished

cylinder has been welded by the spinning process.

(3) A plugged cylinder is one in which a permanent closure in the

bottom of a finished cylinder has been effected by a plug.

(4) As a safety precaution, if the manufacturer elects to make this

test before the hydrostatic test, the manufacturer should design the

test apparatus so that the pressure is applied to the smallest area

practicable, around the point of closure, and so as to use the smallest

possible volume of air or gas.

(p) Acceptable results of tests. Results of the flattening test,

physical tests, burst test, and cycling test must conform to the

following:

(1) Flattening required without cracking to ten times the wall

thickness of the cylinder.

(2) Physical tests:

(i) An elongation of at least 6 percent for a gauge length of 24

times the wall thickness.

(ii) The tensile strength may not exceed 165,000 p.s.i.

(3) The burst pressure must be at least \3/4\ times the test

pressure.

(4) Cycling-at least 10,000 pressurizations.

(q) Rejected cylinders. Reheat treatment is authorized for rejected

cylinders. Subsequent thereto, cylinders must pass all prescribed tests

to be acceptable. Repair by welding or spinning is not authorized. For

each cylinder subjected to reheat treatment during original

manufacture, sidewall measurements must be made to verify that the

minimum sidewall thickness meets specification requirements after the

final heat treatment.

(r) Marking. (1) Cylinders must be marked by low stress type steel

stamping in an area and to a depth which will insure that the wall

thickness measured from the root of the stamping to the interior

surface is equal to or greater than the minimum prescribed wall

thickness. Stamping must be permanent and legible. Stamping on side

wall not authorized.

(2) The rejection elastic expansion (REE), in cubic centimeters

(cc), must be marked on the cylinder near the date of test. The REE for

a cylinder is 1.05 times its original elastic expansion.

(3) Name plates are authorized, provided that they can be

permanently and securely attached to the cylinder. Attachment by either

brazing or welding is not permitted. Attachment by soldering is

permitted provided steel temperature does not exceed 500 deg.F.

(s) Inspector's report. In addition to the requirements of

Sec. 178.35, the inspector's report must indicate the rejection elastic

expansion (REE), in cubic centimeters (cc).

Sec. 178.45 Specification 3T seamless steel cylinder.

(a) Type, size, and service pressure. A DOT 3T cylinder is a

seamless steel cylinder with a minimum water capacity of 1,000 pounds

and a minimum service pressure of 1,800 p.s.i. Each cylinder must have

integrally formed heads concave to pressure at both ends. The inside

head shape must be hemispherical, ellipsoidal in which the major axis

is two times the minor axis, or a dished shape falling within these two

limits. Permanent closures formed by spinning are prohibited.

(b) Material, steel. Only open hearth, basic oxygen, or electric

furnace process steel of uniform quality is authorized. The steel

analysis must conform to the following:

Analysis Tolerances

----------------------------------------------------------------------------------------------------------------

Check analysis

Element Ladle analysis -------------------------------

Under Over

----------------------------------------------------------------------------------------------------------------

Carbon..................................... 0.35 to 0.50....................... 0.03 0.04

Manganese.................................. 0.75 to 1.05....................... .04 .04

Phosphorus (max)........................... 0.035.............................. .............. .01

Sulphur (max).............................. .04................................ .............. .01

Silicon.................................... 0.15 to 0.35....................... .02 .03

Chromium................................... 0.80 to 1.15....................... .05 .05

Molybdenum................................. 0.15 to 0.25....................... .02 .02

----------------------------------------------------------------------------------------------------------------

(1) A heat of steel made under the specifications in the table in

this paragraph (b), the ladle analysis of which is slightly out of the

specified range, is acceptable if satisfactory in all other aspects.

However, the check

[[Page 8341]]

analysis tolerances shown in the table in this paragraph (b) may not be

exceeded except as approved by the Department.

(2) Material with seams, cracks, laminations, or other injurious

defects is not permitted.

(3) Material used must be identified by any suitable method.

(c) Manufacture. General manufacturing requirements are as follows:

(1) Surface finish must be uniform and reasonably smooth.

(2) Inside surfaces must be clean, dry, and free of loose

particles.

(3) No defect of any kind is permitted if it is likely to weaken a

finished cylinder.

(4) If the cylinder surface is not originally free from the

defects, the surface may be machined or otherwise treated to eliminate

these defects provided the minimum wall thickness is maintained.

(5) Welding or brazing on a cylinder is not permitted.

(d) Wall thickness. The minimum wall thickness must be such that

the wall stress at the minimum specified test pressure does not exceed

67 percent of the minimum tensile strength of the steel as determined

by the physical tests required in paragraphs (j) and (k) of this

section. A wall stress of more than 90,500 p.s.i. is not permitted. The

minimum wall thickness for any cylinder may not be less than 0.225

inch.

(1) Calculation of the stress for cylinders must be made by the

following formula:

S=[P(1.3D2+0.4d2)]/(D2-d2)

where:

S=Wall stress in pounds per square inch;

P=Minimum test pressure, at least 5/3 service pressure;

D=Outside diameter in inches;

d=Inside diameter in inches.

(2) Each cylinder must meet the following additional requirement

which assumes a cylinder horizontally supported at its two ends and

uniformly loaded over its entire length. This load consists of the

weight per inch of length of the straight cylindrical portion filled

with water compressed to the specified test pressure. The wall

thickness must be increased when necessary to meet this additional

requirement:

(i) The sum of two times the maximum tensile stress in the bottom

fibers due to bending (see paragraph (d)(2)(ii) of this section), plus

the maximum tensile stress in the same fibers due to hydrostatic

testing (see paragraph (d)(2)(iii) of this section) may not exceed 80

percent of the minimum yield strength of the steel at this maximum

stress.

(ii) The following formula must be used to calculate the maximum

tensile stress due to bending:

S=Mc/I

where:

S=Tensile stress in pounds per square inch;

M=Bending moment in inch-pounds (wl2/8);

I=Moment of inertia-0.04909 (D4-d4) in inches fourth;

c=Radius (D/2) of cylinder in inches;

w=Weight per inch of cylinder filled with water;

l=Length of cylinder in inches;

D=Outside diameter in inches;

d=Inside diameter in inches.

(iii) The following formula must be used to calculate the maximum

longitudinal tensile stress due to hydrostatic test pressure:

S=A1P/A2

where:

S=Tensile stress in pounds per square inch;

A1=Internal area in cross section of cylinder in square inches;

P=Hydrostatic test pressure in pounds per square, inch;

A2=Area of metal in cross section of cylinder in square inches.

(e) Heat treatment. Each completed cylinder must be uniformly and

properly heat treated prior to testing, as follows:

(1) Each cylinder must be heated and held at the proper temperature

for at least one hour per inch of thickness based on the maximum

thickness of the cylinder and then quenched in a suitable liquid medium

having a cooling rate not in excess of 80 percent of water. The steel

temperature on quenching must be that recommended for the steel

analysis, but it must never exceed 1750 deg.F. (2) After quenching,

each cylinder must be reheated to a temperature below the

transformation range but not less than 1050 deg.F., and must be held

at this temperature for at least one hour per inch of thickness based

on the maximum thickness of the cylinder. Each cylinder must then be

cooled under conditions recommended for the steel.

(f) Openings. Openings in cylinders must comply with the following:

(1) Openings are permitted on heads only.

(2) The size of any centered opening in a head may not exceed one

half the outside diameter of the cylinder.

(3) Openings in a head must have ligaments between openings of at

least three times the average of their hole diameter. No off-center

opening may exceed 2.625 inches in diameter.

(4) All openings must be circular.

(5) All openings must be threaded. Threads must be in compliance

with the following:

(i) Each thread must be clean cut, even, without any checks, and to

gauge.

(ii) Taper threads, when used, must be the American Standard Pipe

thread (NPT) type and must be in compliance with the requirements of

NBS Handbook H-28, Part II, Section VII.

(iii) Taper threads conforming to National Gas Taper thread (NGT)

standards must be in compliance with the requirements of NBS Handbook

H-28, Part II, Sections VII and IX.

(iv) Straight threads conforming with National Gas Straight thread

(NGS) standards are authorized. These threads must be in compliance

with the requirements of NBS Handbook H-28, Part II, Sections VII and

IX.

(g) Hydrostatic test. Each cylinder must be tested at an internal

pressure by the water jacket method or other suitable method,

conforming to the following requirements:

(1) The testing apparatus must be operated in a manner that will

obtain accurate data. Any pressure gauge used must permit reading to an

accuracy of one percent. Any expansion gauge used must permit reading

of the total expansion to an accuracy of one percent.

(2) Any internal pressure applied to the cylinder after heat

treatment and before the official test may not exceed 90 percent of the

test pressure.

(3) The pressure must be maintained sufficiently long to assure

complete expansion of the cylinder. In no case may the pressure be held

less than 30 seconds.

(4) If, due to failure of the test apparatus, the required test

pressure cannot be maintained, the test must be repeated at a pressure

increased by 10 percent or 100 p.s.i., whichever is lower or, the

cylinder must be reheat treated.

(5) Permanent volumetric expansion of the cylinder may not exceed

10 percent of its total volumetric expansion at the required test

pressure.

(6) Each cylinder must be tested to at least 5/3 times its service

pressure.

(h) Ultrasonic examination. After the hydrostatic test, the

cylindrical section of each vessel must be examined in accordance with

ASTM Standard A-388-67 using the angle beam technique. The equipment

used must be calibrated to detect a notch equal to five percent of the

design minimum wall thickness. Any discontinuity indication greater

than that produced by the five percent notch must be cause for

rejection of the

[[Page 8342]]

cylinder unless the discontinuity is repaired within the requirements

of this specification.

(i) Basic requirements for tension and Charpy impact tests.

Cylinders must be subjected to a tension and Charpy impact as follows:

(1) When the cylinders are heat treated in a batch furnace, two

tension specimens and three Charpy impact specimens must be tested from

one of the cylinders or a test ring from each batch. The lot size

represented by these tests may not exceed 200 cylinders.

(2) When the cylinders are heat treated in a continuous furnace,

two tension specimens and three Charpy impact specimens must be tested

from one of the cylinders or a test ring from each four hours or less

of production. However, in no case may a test lot based on this

production period exceed 200 cylinders.

(3) Each specimen for the tension and Charpy impact tests must be

taken from the side wall of a cylinder or from a ring which has been

heat treated with the finished cylinders of which the specimens must be

representative. The axis of the specimens must be parallel to the axis

of the cylinder. Each cylinder or ring specimen for test must be of the

same diameter, thickness, and metal as the finished cylinders they

represent. A test ring must be at least 24 inches long with ends

covered during the heat treatment process so as to simulate the heat

treatment process of the finished cylinders it represents.

(4) A test cylinder or test ring need represent only one of the

heats in a furnace batch provided the other heats in the batch have

previously been tested and have passed the tests and that such tests do

not represent more than 200 cylinders from any one heat.

(5) The test results must conform to the requirements specified in

paragraphs (j) and (k) of this section.

(6) When the test results do not conform to the requirements

specified, the cylinders represented by the tests may be reheat treated

and the tests repeated. Paragraph (i)(5) of this section applies to any

retesting.

(j) Basic conditions for acceptable physical testing. The following

criteria must be followed to obtain acceptable physical test results:

(1) Each tension specimen must have a gauge length of two inches

with a width not exceeding one and one-half inches. Except for the grip

ends, the specimen may not be flattened. The grip ends may be flattened

to within one inch of each end of the reduced section.

(2) A specimen may not be heated after heat treatment specified in

paragraph (d) of this section.

(3) The yield strength in tension must be the stress corresponding

to a permanent strain of 0.2 percent of the gage length.

(i) This yield strength must be determined by the ``offset'' method

or the ``extension under load'' method described in ASTM Standard E8-

69.

(ii) For the ``extension under load'' method, the total strain (or

extension under load) corresponding to the stress at which the 0.2

percent permanent strain occurs may be determined with sufficient

accuracy by calculating the elastic extension of the gage length under

appropriate load and adding thereto 0.2 percent of the gage length.

Elastic extension calculations must be based on an elastic modulus of

30,000,000. However, when the degree of accuracy of this method is

questionable the entire stress-strain diagram must be plotted and the

yield strength determined from the 0.2 percent offset.

(iii) For the purpose of strain measurement, the initial strain

must be set with the specimen under a stress of 12,000 p.s.i. and the

strain indicator reading set at the calculated corresponding strain.

(iv) The cross-head speed of the testing machine may not exceed \1/

8\ inch per minute during the determination of yield strength.

(4) Each impact specimen must be Charpy V-notch type size 10 mm x

10 mm taken in accordance with paragraph 11 of ASTM Standard A-333-67.

When a reduced size specimen is used, it must be the largest size

obtainable.

(k) Acceptable physical test results. Results of physical tests

must conform to the following:

(1) The tensile strength may not exceed 155,000 p.s.i.

(2) The elongation must be at least 16 percent for a two-inch gage

length.

(3) The Charpy V-notch impact properties for the three impact

specimens which must be tested at 0 deg. F may not be less than the

values shown as follows:

------------------------------------------------------------------------

Average value for Minimum value (1

Size of specimen (mm) acceptance (3 specimen only of

specimens) the 3)

------------------------------------------------------------------------

10.0 x 10.0................... 25.0 ft. lbs...... 20.0 ft. lbs.

10.0 x 7.5.................... 21.0 ft. lbs...... 17.0 ft. lbs.

10.0 x 5.0.................... 17.0 ft. lbs...... 14.0 ft. lbs.

------------------------------------------------------------------------

(4) After the final heat treatment, each vessel must be hardness

tested on the cylindrical section. The tensile strength equivalent of

the hardness number obtained may not be more than 165,000 p.s.i. (Rc

36). When the result of a hardness test exceeds the maximum permitted,

two or more retests may be made; however, the hardness number obtained

in each retest may not exceed the maximum permitted.

(l) Rejected cylinders. Reheat treatment is authorized for rejected

cylinders. However, each reheat treated cylinder must subsequently pass

all the prescribed tests. Repair by welding is not authorized.

(m) Markings. Marking must be done by stamping into the metal of

the cylinder. All markings must be legible and located on a shoulder.

(n) Inspector's report. In addition to the requirements of

Sec. 178.35, the inspector's report for the physical test report, must

indicate the average value for three specimens and the minimum value

for one specimen for each lot number.

Sec. 178.46 Specification 3AL seamless aluminum cylinders.

(a) Size and service pressure. A DOT 3AL cylinder is a seamless

aluminum cylinder with a maximum water capacity of 1000 pounds and

minimum service pressure of 150 psig.

(b) Authorized material and identification of material. The

material of construction must meet the following conditions:

(1) Starting stock must be cast stock or traceable to cast stock.

(2) Material with seams, cracks, laminations, or other defects

likely to weaken the finished cylinder may not be used.

(3) Material must be identified by a suitable method that will

identify the alloy, the aluminum producer's cast number, the solution

heat treat batch number and the lot number.

(4) The material must be of uniform quality. Only the following

heat treatable aluminum alloys in Tables 1 and 2 of this paragraph

(b)(4) are permitted:

[[Page 8343]]

Table 1.--Chemical Composition Limits\1\

[Chemical composition (in weight percent)]

--------------------------------------------------------------------------------------------------------------------------------------------------------

Other \2\

Aluminum Assoc. alloy Si Fe Cu Mn Mg Cr Zn Ti Pb Bi -------------- Al

designation No. Each Total

--------------------------------------------------------------------------------------------------------------------------------------------------------

6351......................... 0.7-1.3 0.50 0.10 0.40-0.80 0.40-0.80 ......... 0.20 0.20 0.01 0.01 0.05 0.15 Remainder.

6061......................... 0.40-0.80 .70 0.15-0.40 0.15 0.80-1.20 0.04-0.35 .25 .15 .01 .01 .05 .15 Remainder.

--------------------------------------------------------------------------------------------------------------------------------------------------------

\1\ ASTM B 221-76 Standard Specification for Aluminum Alloy Extruded Bars, Rods, Shapes, and Tubes, Table 1 Chemical Composition Limits, Except for Pb

and Bi. Limits are in percent maximum unless otherwise indicated.

\2\ Analysis is regularly made only for the elements for which specific limits are shown, except for unalloyed aluminum. If however, the presence of

other elements is suspected to be, or in the course of routine analysis is indicated to be in excess of specified limits, further analysis is made to

determine that these other elements are not in excess of the amounts specified. (Aluminum Association Standards and Data/6th Edition, 1979).

Table 2--Mechanical Property Limits

----------------------------------------------------------------------------------------------------------------

Tensile strength--PSI Elongation--

-------------------------------- percent

Alloy and temper minimum for

Ultimate-- Yield-minimum 2'' or 4D\1\

minimum size specimen

----------------------------------------------------------------------------------------------------------------

6351-T6......................................................... 42,000 37,000 \2\ 14

6061-T6......................................................... 38,000 35,000 \2\ 14

----------------------------------------------------------------------------------------------------------------

\1\ ``D'' represents specimen diameters. When the cylinder wall is greater than \3/16\-inch thick, a retest

without reheat treatment using the 4D size specimen is authorized if the test using the 2 inch size specimen

fails to meet elongation requirements.

\2\ When cylinder wall is not over \3/16\-inch thick, 10 percent elongation is authorized when using a 24t x 6t

size test specimen.

(5) All starting stock must be 100 percent ultrasonically

inspected, along the length at right angles to the central axis from

two positions at 90 deg. to one another. The equipment and continuous

scanning procedure must be capable of detecting and rejecting internal

defects such as cracks which have an ultrasonic response greater than

that of a calibration block with a \5/64\-inch diameter flat bottomed

hole.

(6) Cast stock must have uniform equiaxed grain structure not to

exceed 500 microns maximum.

(7) Any starting stock not complying with the above must be

rejected.

(c) Manufacture. Cylinders must be manufactured in accordance with

the following requirements:

(1) Cylinder shells must be manufactured by the backward extrusion

method and have a cleanliness level adequate to ensure proper

inspection. No fissure or other defect is acceptable that is likely to

weaken the finished cylinder below the design strength requirements. A

reasonably smooth and uniform surface finish is required. If not

originally free from such defects, the surface may be machined or

otherwise conditioned to eliminate these defects.

(2) Thickness of the cylinder base may not be less than the

prescribed minimum wall thickness of the cylindrical shell. The

cylinder base must have a basic torispherical, hemispherical, or

ellipsoidal interior base configuration where the dish radius is no

greater than 1.2 times the inside diameter of the shell. The knuckle

radius may not be less than 12 percent of the inside diameter of the

shell. The interior base contour may deviate from the true

torispherical, hemispherical or ellipsoidal configuration provided

that--

(i) Any areas of deviation are accompanied by an increase in base

thickness;

(ii) All radii of merging surfaces are equal to or greater than the

knuckle radius;

(iii) Each design has been qualified by successfully passing the

cycling tests in paragraph (c) of this section; and

(iv) Detailed specifications of the base design are available to

the inspector.

(3) For free standing cylinders, the base thickness must be at

least two times the minimum wall thickness along the line of contact

between the cylinder base and the floor when the cylinders are in the

vertical position.

(4) Welding or brazing is prohibited.

(5) Each new design and any significant change to any acceptable

design must be qualified for production by testing prototype samples as

follows:

(i) Three samples must be subjected to 100,000 pressure reversal

cycles between zero and service pressure or 10,000 pressure reversal

cycles between zero and test pressure, at a rate not in excess of 10

cycles per minute without failure.

(ii) Three samples must be pressurized to destruction and failure

may not occur at less than 2.5 times the marked cylinder service

pressure. Each cylinder must remain in one piece. Failure must initiate

in the cylinder sidewall in a longitudinal direction. Rate of

pressurization may not exceed 200 psi per second.

(6) In this specification ``significant change'' means a 10 percent

or greater change in cylinder wall thickness, service pressure, or

diameter; a 30 percent or greater change in water capacity or base

thickness; any change in material; over 100 percent increase in size of

openings; or any change in the number of openings.

(d) Wall thickness. The minimum wall thickness must be such that

the wall stress at the minimum specified test pressure will not exceed

80 percent of the minimum yield strength nor exceed 67 percent of the

minimum ultimate tensile strength as verified by physical tests in

paragraph (i) of this section. The minimum wall thickness for any

cylinder with an outside diameter greater than 5 inches must be 0.125

inch. Calculations must be made by the following formula:

S=[P(1.3D\2\+0.4d\2\)]/(D\2\-d\2\)

where:

S=Wall stress in pounds per square inch;

P=Prescribed minimum test pressure in pounds per square inch (see

paragraph (g) of this section);

D=Outside diameter in inches; and

d=Inside diameter in inches.

(e) Openings. Openings must comply with the following requirements:

(1) Openings are permitted in heads only.

[[Page 8344]]

(2) The size of any centered opening in a head may not exceed one-

half the outside diameter of the cylinder.

(3) Other openings are permitted in the head of a cylinder if:

(i) Each opening does not exceed 2.625 inches in diameter, or one-

half the outside diameter of the cylinder; whichever is less;

(ii) Each opening is separated from each other by a ligament; and

(iii) Each ligament which separates two openings must be at least

three times the average of the diameters of the two openings.

(4) All openings must be circular.

(5) All openings must be threaded. Threads must comply with the

following:

(i) Each thread must be clean cut, even, without checks, and to

gauge.

(ii) Taper threads, when used, must conform to one of the

following:

(A) American Standard Pipe Thread (NPT) type, conforming to the

requirements of Federal Standard H-28 (1978), Section 7;

(B) National Gas Taper Thread (NGT) type, conforming to the

requirements of Federal Standard H-28 (1978), Sections 7 and 9; or

(C) Other taper threads conforming to other standards may be used

provided the length is not less than that specified for NPT threads.

(iii) Straight threads, when used, must conform to one of the

following:

(A) National Gas Straight Thread (NGS) type, conforming to the

requirements of Federal Standard H-28, (1978), Sections 7 and 9;

(B) Unified Thread (UN) type, conforming to the requirements of

Federal Standard H-28, (1978), Section 2;

(C) Controlled Radius Root Thread (UN) type, conforming to the

requirements of Federal Standard H-28 (1978), Section 4; or

(D) Other straight threads conforming to other recognized standards

may be used provided that the requirements in paragraph (e)(5)(iv) of

this section are met.

(iv) All straight threads must have at least 6 engaged threads, a

tight fit, and a factor of safety in shear of at least 10 at the test

pressure of the cylinder. Shear stress must be calculated by using the

appropriate thread shear area in accordance with Federal Standard H-28

(1978), Appendix A5, Section 3.

(f) Heat treatment. Prior to any test, all cylinders must be

subjected to a solution heat treatment and aging treatment appropriate

for the aluminum alloy used.

(g) Hydrostatic test. Each cylinder must be subjected to an

internal test pressure using the water jacket equipment and method or

other suitable equipment and method and comply with the following

requirements:

(1) The testing apparatus must be operated in a manner so as to

obtain accurate data. The pressure gauge used must permit reading to an

accuracy of one percent. The expansion gauge must permit reading the

total expansion to an accuracy of either one percent or 0.1 cubic

centimeter.

(2) The test pressure must be maintained for a sufficient period of

time to assure complete expansion of the cylinder. In no case may the

pressure be held less than 30 seconds. If, due to failure of the test

apparatus, the required test pressure cannot be maintained, the test

may be repeated at a pressure increased by 10 percent or 100 psi,

whichever is lower. If the test apparatus again fails to maintain the

test pressure, the cylinder being tested must be rejected. Any internal

pressure applied to the cylinder before any official test may not

exceed 90 percent of the test pressure.

(3) The minimum test pressure is the greatest of the following:

(i) 450 psi regardless of service pressure;

(ii) Two times the service pressure for cylinders having service

pressure less than 500 psi; or

(iii) Five-thirds times the service pressure for cylinders having a

service pressure of at least 500 psi.

(4) Permanent volumetric expansion may not exceed 10 percent of

total volumetric expansion at test pressure.

(h) Flattening test. One cylinder taken at random out of each lot

must be subjected to a flattening test as follows:

(1) The test must be between knife edges, wedge shaped, having a

60 deg. included angle, and rounded in accordance with the following

table. The longitudinal axis of the cylinder must be at an angle

90 deg. to the knife edges during the test. The flattening test table

is as follows:

Table 3.--Flattening Test Table

------------------------------------------------------------------------

Radius

Cylinder wall thickness in inches in

inches

------------------------------------------------------------------------

Under .150.................................................... .500

.150 to .249.................................................. .875

.250 to .349.................................................. 1.500

.350 to .449.................................................. 2.125

.450 to .549.................................................. 2.750

.550 to .649.................................................. 3.500

.650 to .749.................................................. 4.125

------------------------------------------------------------------------

(2) An alternate bend test in accordance with ASTM E 290-77 using a

mandrel diameter not more than 6 times the wall thickness is authorized

to qualify lots that fail the flattening test of this section without

reheat treatment. If used, this test must be performed on two samples

from one cylinder taken at random out of each lot of 200 cylinders or

less.

(3) Each test cylinder must withstand flattening to nine times the

wall thickness without cracking. When the alternate bend test is used,

the test specimens must remain uncracked when bent inward around a

mandrel in the direction of curvature of the cylinder wall until the

interior edges are at a distance apart not greater than the diameter of

the mandrel.

(i) Mechanical properties test. Two test specimens cut from one

cylinder representing each lot of 200 cylinders or less must be

subjected to the mechanical properties test, as follows:

(1) The results of the test must conform to at least the minimum

acceptable mechanical property limits for aluminum alloys as specified

in paragraph (b) of this section.

(2) Specimens must be 4D bar or gauge length 2 inches with width

not over 1\1/2\ inch taken in the direction of extrusion approximately

180 deg. from each other; provided that gauge length at least 24 times

thickness with width not over 6 times thickness is authorized, when

cylinder wall is not over \3/16\ inch thick. The specimen, exclusive of

grip ends, may not be flattened. Grip ends may be flattened to within

one inch of each end of the reduced section. When the size of the

cylinder does not permit securing straight specimens, the specimens may

be taken in any location or direction and may be straightened or

flattened cold by pressure only, not by blows. When such specimens are

used, the inspector's report must show that the specimens were so taken

and prepared. Heating of specimens for any purpose is forbidden.

(3) The yield strength in tension must be the stress corresponding

to a permanent strain of 0.2 percent of the gauge length.

(i) The yield strength must be determined by either the ``offset''

method or the ``extension under load'' method as prescribed in ASTM

Standard B-557-79.

(ii) In using the ``extension under load'' method, the total strain

(or ``extension under load'') corresponding to the stress at which the

0.2 percent permanent strain occurs may be determined with sufficient

accuracy by calculating the elastic extension of the gauge length under

appropriate load and adding thereto 0.2 percent of the gauge length.

Elastic extension calculations must be based on an elastic modulus of

[[Page 8345]]

10,000,000 psi. In the event of controversy, the entire stress-strain

diagram must be plotted and the yield strength determined from the 0.2

percent offset.

(iii) For the purpose of strain measurement, the initial strain

must be set while the specimen is under a stress of 6,000 psi, the

strain indicator reading being set at the calculated corresponding

strain.

(iv) Cross-head speed of the testing machine may not exceed 1/8

inch per minute during yield strength determination.

(j) Rejected cylinder. Reheat treatment of rejected cylinders is

authorized one time. Subsequent thereto, cylinders must pass all

prescribed tests to be acceptable.

(k) Duties of inspector. In addition to the requirements of

Sec. 178.35, the inspector shall:

(1) Verify compliance with the provisions of paragraph (b) of this

section by:

(i) Performing or witnessing the performance of the chemical

analyses on each melt or cast lot or other unit of starting material;

or

(ii) Obtaining a certified chemical analysis from the material or

cylinder manufacturer for each melt, or cast of material; or

(iii) Obtaining a certified check analysis on one cylinder out of

each lot of 200 cylinders or less, if a certificate containing data to

indicate compliance with the material specification is obtained.

(2) The inspector shall verify ultrasonic inspection of all

material by inspection or by obtaining the material producer's

certificate of ultrasonic inspection. Ultrasonic inspection must be

performed or verified as having been performed in accordance with

paragraph (c) of this section.

(3) The inspector must also determine that each cylinder complies

with this specification by:

(i) Selecting the samples for check analyses performed by other

than the material producer;

(ii) Verifying that the prescribed minimum thickness was met by

measuring or witnessing the measurement of the wall thickness; and

(iii) Verifying that the identification of material is proper.

(4) Prior to initial production of any design or design change,

verify that the design qualification tests prescribed in paragraph

(c)(6) of this section have been performed with acceptable results.

(l) Definitions. In this specification, a ``lot'' means of group of

cylinders successively produced having the same:

(i) Size and configuration;

(ii) Specified material of construction;

(iii) Process of manufacture and heat treatment;

(iv) Equipment of manufacture and heat treatment; and

(v) Conditions of time, temperature and atmosphere during heat

treatment. In no case may the lot size exceed 200 cylinders, but any

cylinder processed for use in the required destructive physical testing

need not be counted as being one of the 200.

(m) Inspector's report. In addition to the information required by

Sec. 178.35, the record of chemical analyses must also include the

alloy designation, and applicable information on iron, titanium, zinc,

magnesium and any other applicable element used in the construction of

the cylinder.

Sec. 178.47 Specification 4DS welded stainless steel cylinders for

aircraft use.

(a) Type, size, and service pressure. A DOT 4DS cylinder is either

a welded stainless steel sphere (two seamless hemispheres) or

circumferentially welded cylinder both with a water capacity of not

over 100 pounds and a service pressure of at least 500 but not over 900

pounds per square inch.

(b) Steel. Types 304, 321 and 347 stainless steel are authorized

with proper welding procedure. A heat of steel made under the

specifications in Table 1 of this paragraph (b), check chemical

analysis of which is slightly out of the specified range, is

acceptable, if satisfactory in all other respects, provided the

tolerances shown in Table 2 of this paragraph (b) are not exceeded,

except as approved by Associate Administrator. The following chemical

analyses are authorized:

Table 1.--Authorized Materials

----------------------------------------------------------------------------------------------------------------

Stainless steels

------------------------------------------------------------------------

304 (percent) 321 (percent) 347 (percent)

----------------------------------------------------------------------------------------------------------------

Carbon (max)........................... 0.08 0.08 0.08

Manganese (max)........................ 2.00 2.00 2.00

Phosphorus\1\ (max).................... .030 .030 .030

Sulphur (max).......................... .030 .030 .030

Silicon (max).......................... .75 .75 .75

Nickel................................. 8.0/11.0 9.0/13.0 9.0/13.0

Chromium............................... 18.0/20.0 17.0/20.0 17.0/20.0

Molybdenum............................. ....................... ...................... ......................

Titanium............................... ....................... (\1\)

Columbium.............................. ....................... ...................... (\2\)

----------------------------------------------------------------------------------------------------------------

\1\ Titanium may not be than 5C and not more than 0.60%.

\2\ Columbium may not be less than 10C and not more than 1.0%.

Table 2.--Check Analysis Tolerances

----------------------------------------------------------------------------------------------------------------

Tolerance (percent) over the

maximum limit or under the

Limit or maximum specified minimum limit

Element (percent) -------------------------------

Under minimum Over maximum

limit limit

----------------------------------------------------------------------------------------------------------------

Carbon..................................... To 0.15 incl....................... 0.01 0.01

Manganese.................................. Over 1.15 to 2.50 incl............. .05 .05

Phosphorus\1\.............................. All ranges......................... .............. .01

Sulphur.................................... All ranges......................... .............. .01

[[Page 8346]]

Silicon.................................... Over 0.30 to 1.00 incl............. .05 .05

Nickel..................................... Over 5.30 to 10.00 incl............ .10 .10

Over 10.00 to 14.00 incl........... .15 .15

Chromium................................... Over 15.00 to 20.00 incl........... .20 .20

Titanium................................... All ranges......................... .05 .05

Columbium.................................. All ranges......................... .05 .05

----------------------------------------------------------------------------------------------------------------

\1\ Rephosphorized steels not subject to check analysis for phosphorus.

(c) Identification of material. Materials must be identified by any

suitable method.

(d) Manufacture. Cylinders must be manufactured using equipment and

processes adequate to ensure that each cylinder produced conforms to

the requirements of this subpart. No defect is permitted that is likely

to weaken the finished cylinder appreciably; a reasonably smooth and

uniform surface finish is required. No abrupt change in wall thickness

is permitted. Welding procedures and operators must be qualified in

accordance with CGA Pamphlet C-3. All seams of the sphere or cylinder

must be fusion welded. Seams must be of the butt type and means must be

provided for accomplishing complete penetration of the joint.

(e) Attachments. Attachments to the container are authorized by

fusion welding provided that such attachments are made of weldable

stainless steel in accordance with paragraph (b) of this section.

(f) Wall thickness. The minimum wall thickness must be such that

the wall stress at the minimum specified test pressure may not be over

60,000 psi. A minimum wall thickness of 0.040 inch is required for any

diameter container. Calculations must be made by the following

formulas:

(1) Calculation for sphere must be made by the formula:

S=PD/4tE

where:

S=Wall stress in pounds per square inch;

P=Test pressure prescribed for water jacket test, i.e., at least two

times service pressure, in pounds per square inch;

D=Outside diameter in inches;

t=Minimum wall thickness in inches;

E=0.85 (provides 85 percent weld efficiency factor which must be

applied in the girth weld area and heat zones which zone must extend a

distance of 6 times wall thickness from center of weld);

E=1.0 (for all other areas).

(2) Calculation for a cylinder must be made by the formula:

S=[P(1.3D\2\+0.4d\2\)]/(D\2\-d\2\)

where:

S=Wall stress in pounds per square inch;

P=Test pressure prescribed for water jacket test, i.e., at least two

times service pressure, in pounds per square inch;

D=Outside diameter in inches;

d=Inside diameter in inches.

(g) Heat treatment. The seamless hemispheres and cylinders may be

stress relieved or annealed for forming. Welded container must be

stress relieved at a temperature of 775 deg.F 25 deg.

after process treatment and before hydrostatic test.

(h) Openings in container. Openings must comply with the following:

(1) Each opening in the container must be provided with a fitting,

boss or pad of weldable stainless steel securely attached to the

container by fusion welding.

(2) Attachments to a fitting, boss, or pad must be adequate to

prevent leakage. Threads must comply with the following:

(i) Threads must be clean cut, even, without checks, and tapped to

gauge.

(ii) Taper threads to be of length not less than as specified for

American Standard taper pipe threads.

(iii) Straight threads having at least 4 engaged threads, to have

tight fit and calculated shear strength at least 10 times the test

pressure of the container; gaskets required, adequate to prevent

leakage.

(i) Process treatment. Each container must be hydraulically

pressurized in a water jacket to at least 100 percent, but not more

than 110 percent, of the test pressure and maintained at this pressure

for a minimum of 3 minutes. Total and permanent expansion must be

recorded and included in the inspector's report.

(j) Hydrostatic test. Each cylinder must successfully withstand a

hydrostatic test as follows:

(1) The test must be by water-jacket, operated so as to obtain

accurate data. The pressure gauge must permit reading to an accuracy of

1 percent. The expansion gauge must permit reading of total expansion

to an accuracy either of 1 percent or 0.1 cubic centimeter.

(2) Pressure must be maintained for at least 30 seconds and

sufficiently longer to ensure complete expansion. If, due to failure of

the test apparatus, the test pressure cannot be maintained, the test

may be repeated at a pressure increased by 10 percent or 100 pounds per

square inch, whichever is the lower.

(3) Permanent volumetric expansion may not exceed 10 percent of

total volumetric expansion at test pressure.

(4) Each container must be tested to at least 2 times service

pressure.

(5) Container must then be inspected. Any wall thickness lower than

that required by paragraph (f) of this section must be cause for

rejection. Bulges and cracks must be cause for rejection. Welded joint

defects exceeding requirements of paragraph (k) of this section must be

cause for rejection.

(k) Radiographic inspection. Radiographic inspection is required on

all welded joints which are subjected to internal pressure, except that

at the discretion of the disinterested inspector, openings less than 25

percent of the container diameter need not be subjected to radiographic

inspection. Evidence of any defects likely to seriously weaken the

container is cause for rejection. Radiographic inspection must be

performed subsequent to the hydrostatic test.

(l) Burst test. One container taken at random out of 200 or less

must be hydrostatically tested to destruction. Rupture pressure must be

included as part of the inspector's report.

(m) Flattening test. A flattening test must be performed as

follows:

[[Page 8347]]

(1) For spheres the test must be at the weld between parallel steel

plates on a press with welded seam at right angles to the plates. Test

one sphere taken at random out of each lot of 200 or less after the

hydrostatic test. Any projecting appurtenances may be cut off (by

mechanical means only) prior to crushing.

(2) For cylinders the test must be between knife edges, wedge

shaped, 60 deg. angle, rounded to \1/2\-inch radius. Test one cylinder

taken at random out of each lot of 200 or less, after the hydrostatic

test.

(n) Acceptable results for flattening and burst tests. Acceptable

results for flattening and burst tests are as follows:

(1) Flattening required to 50 percent of the original outside

diameter without cracking.

(2) Burst pressure must be at least 3 times the service pressure.

(o) Rejected containers. Repair of welded seams by welding prior to

process treatment is authorized. Subsequent thereto, containers must be

heat treated and pass all prescribed tests.

(p) Duties of inspector. In addition to the requirements of

Sec. 178.35, the inspector must verify that all tests are conducted at

temperatures between 60 deg. F and 90 deg. F.

(q) Marking. Markings must be stamped plainly and permanently on a

permanent attachment or on a metal nameplate permanently secured to the

container by means other than soft solder.

Sec. 178.50 Specification 4B welded or brazed steel cylinders.

(a) Type, size, and service pressure. A DOT 4B is a welded or

brazed steel cylinder with longitudinal seams that are forged lap-

welded or brazed and with water capacity (nominal) not over 1,000

pounds and a service pressure of at least 150 but not over 500 pounds

per square inch. Cylinders closed in by spinning process are not

authorized.

(b) Steel. Open-hearth, electric or basic oxygen process steel of

uniform quality must be used. Content percent may not exceed the

following: Carbon, 0.25; phosphorus, 0.045; sulphur, 0.050.

(c) Identification of material. Material must be identified by any

suitable method except that plates and billets for hotdrawn cylinders

must be marked with the heat number.

(d) Manufacture. Cylinders must be manufactured using equipment and

processes adequate to ensure that each cylinder produced conforms to

the requirements of this subpart. No defect is permitted that is likely

to weaken the finished cylinder appreciably. A reasonably smooth and

uniform surface finish is required. Exposed bottom welds on cylinders

over 18 inch long must be protected by footrings. Welding procedures

and operators must be qualified in accordance with CGA Pamphlet C-3.

Seams must be made as follows:

(1) Welded or brazed circumferential seams. Heads attached by

brazing must have a driving fit with the shell, unless the shell is

crimped, swedged, or curled over the skirt or flange of the head, and

be thoroughly brazed until complete penetration by the brazing material

of the brazed joint is secured. Depth of brazing from end of shell must

be at least four times the thickness of shell metal.

(2) Longitudinal seams in shells. Longitudinal seams must be forged

lap welded, by copper brazing, by copper alloy brazing, or by silver

alloy brazing. Copper alloy composition must be: Copper, 95 percent

minimum; Silicon, 1.5 percent to 3.85 percent; Manganese, 0.25 percent

to 1.10 percent. The melting point of the silver alloy brazing material

must be in excess of 1000 deg. F. When brazed, the plate edge must be

lapped at least eight times the thickness of plate, laps being held in

position, substantially metal to metal, by riveting or electric spot-

welding; brazing must be done by using a suitable flux and by placing

brazing material on one side of seam and applying heat until this

material shows uniformly along the seam of the other side.

(e) Welding or brazing. Only the attachment of neckrings,

footrings, handles, bosses, pads, and valve protection rings to the

tops and bottoms of cylinders by welding or brazing is authorized. Such

attachments and the portion of the container to which they are attached

must be made of weldable steel, the carbon content of which may not

exceed 0.25 percent except in the case of 4130X steel which may be used

with proper welding procedure.

(f) Wall thickness. The wall thickness of the cylinder must comply

with the following requirements:

(1) For cylinders with outside diameters over 6 inches the minimum

wall thickness must be 0.090 inch. In any case, the minimum wall

thickness must be such that calculated wall stress at minimum test

pressure (paragraph (i)(4) of this section) may not exceed the

following values:

(i) 24,000 pounds per square inch for cylinders without

longitudinal seam.

(ii) 22,800 pounds per square inch for cylinders having copper

brazed or silver alloy brazed longitudinal seam.

(iii) 18,000 pounds per square inch for cylinders having forged

lapped welded longitudinal seam.

(2) Calculation must be made by the formula:

S=[P(1.3D\2\+0.4d\2\)]/(D\2\-d\2\)

where:

S=wall stress in pounds per square inch;

P=minimum test pressure prescribed for water jacket test or 450 pounds

per square inch whichever is the greater;

D=outside diameter in inches;

d=inside diameter in inches.

(g) Heat treatment. Cylinder body and heads, formed by drawing or

pressing, must be uniformly and properly heat treated prior to tests.

(h) Opening in cylinders. Openings in cylinders must conform to the

following:

(1) Each opening in cylinders, except those for safety devices,

must be provided with a fitting, boss, or pad, securely attached to

cylinder by brazing or by welding or by threads. Fitting, boss, or pad

must be of steel suitable for the method of attachment employed, and

which need not be identified or verified as to analysis except that if

attachment is by welding, carbon content may not exceed 0.25 percent.

If threads are used, they must comply with the following:

(i) Threads must be clean cut, even without checks, and tapped to

gauge.

(ii) Taper threads to be of length not less than as specified for

American Standard taper pipe threads.

(iii) Straight threads, having at least 4 engaged threads, to have

tight fit and calculated shear strength at least 10 times the test

pressure of the cylinder; gaskets required, adequate to prevent

leakage.

(iv) A brass fitting may be brazed to the steel boss or flange on

cylinders used as component parts of hand fire extinguishers.

(2) The closure of a fitting, boss, or pad must be adequate to

prevent leakage.

(i) Hydrostatic test. Each cylinder must withstand a hydrostatic

test as follows:

(1) The test must be by water-jacket, or other suitable method,

operated so as to obtain accurate data. The pressure gauge must permit

reading to an accuracy of 1 percent. The expansion gauge must permit

reading of total expansion to an accuracy either of 1 percent or 0.1

cubic centimeter.

(2) Pressure must be maintained for at least 30 seconds and

sufficiently longer to ensure complete expansion. Any internal pressure

applied after heat-treatment and previous to the official test may not

exceed 90 percent of the test pressure. If, due to failure of the test

apparatus, the test pressure cannot be

[[Page 8348]]

maintained, the test may be repeated at a pressure increased by 10

percent or 100 pounds per square inch, whichever is the lower.

(3) Permanent volumetric expansion may not exceed 10 percent of

total volumetric expansion at test pressure.

(4) Cylinders must be tested as follows:

(i) At least one cylinder selected at random out of each lot of 200

or less must be tested as outlined in paragraphs (i)(1), (i)(2), and

(i)(3) of this section to at least two times service pressure.

(ii) All cylinders not tested as outlined in paragraph (i)(4)(i) of

this section must be examined under pressure of at least two times

service pressure and show no defect.

(j) Flattening test. After the hydrostatic test, a flattening test

must be performed on one cylinder taken at random out or each lot of

200 or less, by placing the cylinder between wedge shaped knife edges

having a 60 deg. included angle, rounded to \1/2\-inch radius. The

longitudinal axis of the cylinder must be at a 90-degree angle to knife

edges during the test. For lots of 30 or less, flattening tests are

authorized to be made on a ring at least 8 inches long cut from each

cylinder and subjected to same heat treatment as the finished cylinder.

(k) Physical test. A physical test must be conducted to determine

yield strength, tensile strength, elongation, and reduction of area of

material as follows:

(1) The test is required on 2 specimens cut from 1 cylinder, or

part thereof heat-treated as required, taken at random out of each lot

of 200 or less. For lots of 30 or less, physical tests are authorized

to be made on a ring at least 8 inches long cut from each cylinder and

subjected to same heat treatment as the finished cylinder.

(2) Specimens must conform to the following:

(i) A gauge length of 8 inches with a width of not over 1\1/2\

inches, a gauge length of 2 inches with a width of not over 1\1/2\

inches, or a gauge length at least 24 times the thickness with a width

not over 6 times the thickness is authorized when a cylinder wall is

not over \3/16\ inch thick.

(ii) The specimen, exclusive of grip ends, may not be flattened.

Grip ends may be flattened to within one inch of each end of the

reduced section.

(iii) When size of cylinder does not permit securing straight

specimens, the specimens may be taken in any location or direction and

may be straightened or flattened cold, by pressure only, not by blows.

When specimens are so taken and prepared, the inspector's report must

show in connection with record of physical tests detailed information

in regard to such specimens.

(iv) Heating of a specimen for any purpose is not authorized.

(3) The yield strength in tension must be the stress corresponding

to a permanent strain of 0.2 percent of the gauge length. The following

conditions apply:

(i) The yield strength must be determined by either the ``offset''

method or the ``extension under load'' method as prescribed in ASTM

Standard E8-78.

(ii) In using the ``extension under load'' method, the total strain

(or ``extension under load'') corresponding to the stress at which the

0.2 percent permanent strain occurs may be determined with sufficient

accuracy by calculating the elastic extension of the gauge length under

appropriate load and adding thereto 0.2 percent of the gauge length.

Elastic extension calculations must be based on an elastic modulus of

30,000,000. In the event of controversy, the entire stress-strain

diagram must be plotted and the yield strength determined from the 0.2

percent offset.

(iii) For the purpose of strain measurement, the initial strain

must be set while the specimen is under a stress of 12,000 pounds per

square inch, and strain indicator reading must be set at the calculated

corresponding strain.

(iv) Cross-head speed of the testing machine may not exceed \1/8\

inch per minute during yield strength determination.

(l) Acceptable results for physical and flattening tests. Either of

the following is an acceptable result:

(1) An elongation of at least 40 percent for a 2 inch gauge length

or at least 20 percent in other cases and yield strength not over 73

percent of tensile strength. In this instance, a flattening test is not

required.

(2) When cylinders are constructed of lap welded pipe, flattening

test is required, without cracking, to 6 times the wall thickness. In

such case, the rings (crop ends) cut from each end of pipe, must be

tested with the weld 45 deg. or less from the point of greatest stress.

If a ring fails, another from the same end of pipe may be tested.

(m) Rejected cylinders. Reheat treatment is authorized for rejected

cylinder. Subsequent thereto, cylinders must pass all prescribed tests

to be acceptable. Repair of brazed seams by brazing and welded seams by

welding is authorized.

(n) Markings. Markings must be stamped plainly and permanently in

any of the following locations on the cylinder:

(1) On shoulders and top heads when they are not less than 0.087-

inch thick.

(2) On side wall adjacent to top head for side walls which are not

less than 0.090 inch thick.

(3) On a cylindrical portion of the shell which extends beyond the

recessed bottom of the cylinder, constituting an integral and non-

pressure part of the cylinder.

(4) On a metal plate attached to the top of the cylinder or

permanent part thereof; sufficient space must be left on the plate to

provide for stamping at least six retest dates; the plate must be at

least \1/16\ inch thick and must be attached by welding, or by brazing.

The brazing rod must melt at a temperature of 1100 deg.F. Welding or

brazing must be along all the edges of the plate.

(5) On the neck, neckring, valve boss, valve protection sleeve, or

similar part permanently attached to the top of the cylinder.

(6) On the footring permanently attached to the cylinder, provided

the water capacity of the cylinder does not exceed 25 pounds.

Sec. 178.51 Specification 4BA welded or brazed steel cylinders.

(a) Type, size, and service pressure. A DOT 4BA cylinder is a

cylinder, either spherical or cylindrical in shape, with a water

capacity of 1,000 pounds or less and a service pressure of at least 225

and not over 500 pounds per square inch. Closures made by the spinning

process are not authorized.

(1) Spherical type cylinders must be made from two seamless

hemispheres joined by the welding of one circumferential seam.

(2) Cylindrical type cylinders must be of circumferentially welded

or brazed construction.

(b) Steel. The steel used in the construction of the cylinder must

be as specified in Table 1 of Appendix A to this part.

(c) Identification of material. Material must be identified by any

suitable method except that plates and billets for hotdrawn cylinders

must be marked with the heat number.

(d) Manufacture. Cylinders must be manufactured using equipment and

processes adequate to ensure that each cylinder produced conforms to

the requirements of this subpart. No defect is permitted that is likely

to weaken the finished cylinder appreciably. A reasonably smooth and

uniform surface finish is required. Exposed bottom welds on cylinders

over 18 inches long must be protected by footrings.

(1) Seams must be made as follows:

(i) Minimum thickness of heads and bottoms must be not less than 90

[[Page 8349]]

percent of the required thickness of the side wall.

(ii) Circumferential seams must be made by welding or by brazing.

Heads must be attached by brazing and must have a driving fit with the

shell, unless the shell is crimped, swedged or curled over the skirt or

flange of the head and must be thoroughly brazed until complete

penetration by the brazing material of the brazed joint is secured.

Depth of brazing from end of the shell must be at least four times the

thickness of shell metal.

(iii) Longitudinal seams in shells must be made by copper brazing,

copper alloy brazing, or by silver alloy brazing. Copper alloy

composition must be: Copper 95 percent minimum, Silicon 1.5 percent to

3.85 percent, Manganese 0.25 percent to 1.10 percent. The melting point

of the silver alloy brazing material must be in excess of 1,000 deg.F.

The plate edge must be lapped at least eight times the thickness of

plate, laps being held in position, substantially metal to metal, by

riveting or by electric spot-welding. Brazing must be done by using a

suitable flux and by placing brazing material on one side of seam and

applying heat until this material shows uniformly along the seam of the

other side. Strength of longitudinal seam: Copper brazed longitudinal

seam must have strength at least \3/2\ times the strength of the steel

wall.

(2) Welding procedures and operators must be qualified in

accordance with CGA Pamphlet C-3.

(e) Welding and brazing. Only the welding or brazing of neckrings,

footrings, handles, bosses, pads, and valve protection rings to the

tops and bottoms of cylinders is authorized. Provided that such

attachments and the portion of the container to which they are attached

are made of weldable steel, the carbon content of which may not exceed

0.25 percent except in the case of 4130X steel which may be used with

proper welding procedures.

(f) Wall thickness. The minimum wall thickness of the cylinder must

meet the following conditions:

(1) For any cylinder with an outside diameter of greater than 6

inches, the minimum wall thickness is 0.078 inch. In any case the

minimum wall thickness must be such that the calculated wall stress at

the minimum test pressure may not exceed the lesser value of any of the

following:

(i) The value shown in Table I of Appendix A to this part, for the

particular material under consideration;

(ii) One-half of the minimum tensile strength of the material

determined as required in paragraph (j) of this section;

(iii) 35,000 pounds per square inch; or

(iv) Further provided that wall stress for cylinders having copper

brazed longitudinal seams may not exceed 95 percent of any of the above

values. Measured wall thickness may not include galvanizing or other

protective coating.

(2) Cylinders that are cylindrical in shape must have the wall

stress calculated by the formula:

S=[P(1.3D2+0.4d2)]/(D2-d2)

where:

S=wall stress in pounds per square inch;

P=minimum test pressure prescribed for water jacket test;

D=outside diameter in inches;

d=inside diameter in inches.

(3) Cylinders that are spherical in shape must have the wall stress

calculated by the formula:

S=PD/4tE

where:

S=wall stress in pounds per square inch;

P=minimum test pressure prescribed for water jacket test;

D=outside diameter in inches;

t=minimum wall thickness in inches;

E=0.85 (provides 85 percent weld efficiency factor which must be

applied in the girth weld area and heat affected zones which zone must

extend a distance of 6 times wall thickness from center line of weld);

E=1.0 (for all other areas).

(4) For a cylinder with a wall thickness less than 0.100 inch, the

ratio of tangential length to outside diameter may not exceed 4.1.

(g) Heat treatment. Cylinders must be heat treated in accordance

with the following requirements:

(1) Each cylinder must be uniformly and properly heat treated prior

to test by the applicable method shown in Table I of Appendix A to this

Part. Heat treatment must be accomplished after all forming and welding

operations, except that when brazed joints are used, heat treatment

must follow any forming and welding operations, but may be done before,

during or after the brazing operations.

(2) Heat treatment is not required after the welding or brazing of

weldable low carbon parts to attachments of similar material which have

been previously welded or brazed to the top or bottom of cylinders and

properly heat treated, provided such subsequent welding or brazing does

not produce a temperature in excess of 400 deg.F in any part of the

top or bottom material.

(h) Openings in cylinders. Openings in cylinders must comply with

the following requirements:

(1) Any opening must be placed on other than a cylindrical surface.

(2) Each opening in a spherical type cylinder must be provided with

a fitting, boss, or pad of weldable steel securely attached to the

container by fusion welding.

(3) Each opening in a cylindrical type cylinder must be provided

with a fitting, boss, or pad, securely attached to container by brazing

or by welding.

(4) If threads are used, they must comply with the following:

(i) Threads must be clean-cut, even, without checks and tapped to

gauge.

(ii) Taper threads must be of a length not less than that specified

for American Standard taper pipe threads.

(iii) Straight threads, having at least 4 engaged threads, must

have a tight fit and a calculated shear strength of at least 10 times

the test pressure of the cylinder. Gaskets, adequate to prevent

leakage, are required.

(i) Hydrostatic test. Each cylinder must successfully withstand a

hydrostatic test, as follows:

(1) The test must be by water jacket, or other suitable method,

operated so as to obtain accurate data. A pressure gauge must permit

reading to an accuracy of 1 percent. An expansion gauge must permit

reading of total expansion to an accuracy of either 1 percent or 0.1

cubic centimeter.

(2) Pressure must be maintained for at least 30 seconds and

sufficiently longer to ensure complete expansion. Any internal pressure

applied after heat treatment and previous to the official test may not

exceed 90 percent of the test pressure.

(3) Permanent volumetric expansion may not exceed 10 percent of the

total volumetric expansion at test pressure.

(4) Cylinders must be tested as follows:

(i) At least one cylinder selected at random out of each lot of 200

or less must be tested as outlined in paragraphs (i)(1), (i)(2), and

(i)(3) of this section to at least two times service pressure.

(ii) All cylinders not tested as outlined in paragraph (i)(4)(i) of

this section must be examined under pressure of at least two times

service pressure and show no defect.

(j) Physical test. A physical test must be conducted to determine

yield strength, tensile strength, elongation, and reduction of area of

material, as follows:

(1) The test is required on 2 specimens cut from one cylinder or

part thereof having passed the hydrostatic test and heat-treated as

required, taken at random out of each lot of 200 or less. Physical

tests for spheres are required on 2 specimens cut from flat

representative sample plates of the same heat taken at random from the

steel used

[[Page 8350]]

to produce the spheres. This flat steel from which 2 specimens are to

be cut must receive the same heat treatment as the spheres themselves.

Sample plates must be taken from each lot of 200 or less spheres.

(2) Specimens must conform to the following:

(i) A gauge length of 8 inches with a width not over 1\1/2\ inches,

or a gauge length of 2 inches with a width not over 1\1/2\ inches, or a

gauge length at least 24 times the thickness with a width not over 6

times the thickness is authorized when a cylinder wall is not over \3/

16\ inch thick.

(ii) The specimen, exclusive of grip ends, may not be flattened.

Grip ends may be flattened to within one inch of each end of the

reduced section.

(iii) When size of the cylinder does not permit securing straight

specimens, the specimens may be taken in any location or direction and

may be straightened or flattened cold, by pressure only, not by blows.

When specimens are so taken and prepared, the inspector's report must

show in connection with record of physical tests detailed information

in regard to such specimens.

(iv) Heating of a specimen for any purpose is not authorized.

(3) The yield strength in tension must be the stress corresponding

to a permanent strain of 0.2 percent of the gauge length. The following

conditions apply:

(i) The yield strength must be determined by either the ``offset''

method or the ``extension under load'' method as prescribed in ASTM

Standard E8-78.

(ii) In using the ``extension under load'' method, the total strain

(or ``extension under load''), corresponding to the stress at which the

0.2 percent permanent strain occurs may be determined with sufficient

accuracy by calculating the elastic extension of the gauge length under

appropriate load and adding thereto 0.2 percent of the gauge length.

Elastic extension calculations must be based on an elastic modulus of

30,000,000. In the event of controversy, the entire stress-strain

diagram must be plotted and the yield strength determined from the 0.2

This text is long and has been trimmed here. Open the source document for the complete record.

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Restructuring of Cylinder Specifications Requirements · 61 FR 8328 | Frix