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<strong>SUBSECTION</strong> B<br />

REQUIREMENTS PERTAINING<br />

TO METHODS OF FABRICATION<br />

OF PRESSURE VESSELS<br />

My Self Study Note<br />

Fion Zhang/ Charlie Chong<br />

Sub-B


PART UW<br />

REQUIREMENTS FOR PRESSURE VESSELS<br />

FABRICATED BY WELDING.<br />

Fion Zhang/ Charlie Chong<br />

UW


PART UW<br />

Overview<br />

Fion Zhang/ Charlie Chong<br />

UW


Vessel<br />

Service limitations? UW-2<br />

How ASME-UW works:<br />

Joint type, UW-12 type 1~8<br />

RT UW-11<br />

Joint efficiencies, E<br />

Joint Categories<br />

UW-3<br />

A vessel is to be built, next is to determine the intent of the vessel (UW-2), UW-2 set<br />

the limitations on type of joints, and the NDT requirements. Next proceed to UW-12,<br />

UW-12 provide a combinations of joint categories and extents of radiographic testing<br />

which give the value “E”, the joint efficiency.<br />

Fion Zhang/ Charlie Chong<br />

UW


Type<br />

number<br />

Joint description<br />

Limitations<br />

Joint<br />

Categories<br />

Degree of Radiographic<br />

Examination.<br />

Full<br />

Spot<br />

None<br />

1<br />

•Butt joints as attained by<br />

double-welding or by other<br />

means which will obtain the<br />

same quality of deposited weld<br />

metal on the inside and outside<br />

weld surfaces to agree with the<br />

requirements of UW-35. Welds<br />

using metal backing strips<br />

which remain in place are<br />

excluded.<br />

A, B, C & D<br />

1.00<br />

0.85<br />

0.7<br />

2<br />

•Single-welded butt joint with<br />

backing strip other than those<br />

included under (1)<br />

(a) None except as in<br />

(b) below<br />

(b) Circumferential<br />

butt joints with<br />

one plate offset;<br />

see UW-13(b)<br />

(4) and Fig.<br />

UW-13.1, sketch<br />

(i)<br />

A, B, C & D<br />

A, B & C<br />

0.90<br />

0.90<br />

0.80<br />

0.80<br />

0.65<br />

0.65<br />

Fion Zhang/ Charlie Chong<br />

UW


ASME design codes are built around the<br />

idea of a joint efficiency factor denoted<br />

by the symbol “E”. The factor “E”<br />

appears in the internal pressure<br />

equations and depends on:<br />

• The amount of NDE carried out on the<br />

weld.<br />

• The weld joint arrangement (single or<br />

double groove, etc.).<br />

Fion Zhang/ Charlie Chong<br />

UW


UW-2 SERVICE RESTRICTIONS.<br />

Fion Zhang/ Charlie Chong<br />

UW-02


UW-2 gives guidance on which types of pressure vessels / parts have<br />

restrictions on what type of weld should be used for each joint category.<br />

The four types of vessels referenced are:<br />

(a) Vessels for lethal service (containing a lethal substance).<br />

(b) Low-temperature vessels that require impact testing.<br />

(c) Unfired steam boilers.<br />

(d) Direct-fired vessels.<br />

Fion Zhang/ Charlie Chong<br />

UW-02


UW-2 SERVICE RESTRICTIONS<br />

Class<br />

a<br />

b<br />

c<br />

d<br />

Description.<br />

vessels are to<br />

contain lethal<br />

substance.<br />

Low-temperature<br />

vessels that require<br />

impact testing<br />

Unfired steam boilers<br />

Direct-fired vessels<br />

Service restrictions<br />

Following key points:<br />

• Butt-welded joints must be fully radiographed.<br />

• Carbon or low alloy steel vessels need PWHT.<br />

• Cat “A” joints need to be type 1(double “V” or<br />

equivalent) welds (the types are given in table<br />

UW-12).<br />

• Cat B joints can be either type 1 or type 2 (single<br />

“V” with backing strip).<br />

• Cat D joints must be full penetration welds.<br />

Fion Zhang/ Charlie Chong<br />

UW-02


Lethal<br />

service<br />

Cat. C<br />

Cat. B<br />

Cat. D<br />

Cat. A<br />

Fion Zhang/ Charlie Chong<br />

UW-2


UW-2<br />

Class<br />

a<br />

Description.<br />

Vessels are<br />

to contain<br />

lethal<br />

substance.<br />

Service restrictions<br />

Following key points:<br />

1. Butt-welded joints must be fully radiographed.<br />

2. Carbon or low alloy steel vessels need PWHT.<br />

3. Cat A joints need to be type 1 welds (double<br />

welded) (the types are given in table UW-12).<br />

4. Cat B joints can be either type 1 or type 2<br />

(single welded - single V with backing strip).<br />

5. Cat D must be full penetration welds<br />

.* note1<br />

Note1: For radiography joints only type 1 & 2<br />

are allowed.<br />

Fion Zhang/ Charlie Chong<br />

UW-02


UW-3 WELDED JOINT CATEGORY.<br />

Fion Zhang/ Charlie Chong<br />

UW-03


WELDED JOINT CATEGORY<br />

ASME VIII pressure vessel welded joints are given a letter<br />

designation A, B, C or D depending on their location in the<br />

vessel.<br />

Fion Zhang/ Charlie Chong<br />

UW-03


FIG. UW-3 ILLUSTRATION OF WELDED JOINT LOCATIONS<br />

TYPICAL OF CATEGORIES A, B, C, and D<br />

Fion Zhang/ Charlie Chong<br />

UW-03


• Cat “A” includes all longitudinal welds and critical circumferential<br />

welds such as hemispherical head to shell welds.<br />

• Cat “B” includes most circumferential welded joints including<br />

formed heads (other than hemispherical) to main shells welds.<br />

• Cat “C” includes welded joints connecting: . flanges to nozzles or<br />

shell components. one side plate to another in a flat-sided vessel.<br />

• Cat “D” includes welded joints connecting nozzles to shells, heads<br />

or flat-sided vessels.<br />

Fion Zhang/ Charlie Chong<br />

UW-03


• Cat A includes all longitudinal welds and critical<br />

circumferential welds such as hemispherical head to shell<br />

welds.<br />

Fion Zhang/ Charlie Chong<br />

UW-03


Non-hemispherical<br />

head<br />

Critical Circumferential weld:<br />

Hemispherical head<br />

Fion Zhang/ Charlie Chong<br />

UW-03


A<br />

Hemispherical<br />

Heads<br />

A<br />

Critical Circumferential weld:<br />

A<br />

Fion Zhang/ Charlie Chong<br />

UW-03


• Cat B includes most circumferential welded joints including<br />

formed heads (other than hemispherical) to main shells welds.<br />

Fion Zhang/ Charlie Chong<br />

UW-03


• Cat C includes welded joints connecting: . flanges to nozzles or<br />

shell components.<br />

Flange Joint<br />

Fion Zhang/ Charlie Chong<br />

UW-03


• Cat D includes welded joints connecting nozzles to shells, heads<br />

or flat-sided vessels.<br />

Fion Zhang/ Charlie Chong<br />

UW-03


UW-9 DESIGN OF WELDED JOINTS<br />

Fion Zhang/ Charlie Chong<br />

UW-09


The main content relates to two areas:<br />

• Taper transitions between welded sections of unequal thickness<br />

• ‘Stagger’ of longitudinal welds in vessels<br />

Fion Zhang/ Charlie Chong<br />

UW-09


(c) Tapered transitions requires that tapered transitions must have a<br />

taper of at least 3:1 between sections if the sections differ by the<br />

smaller of:<br />

• more than ¼ of the thickness of the thinner section or<br />

• 1/8 in. (3.2 mm).<br />

1 ∆t > .25t 1 .<br />

3<br />

t 1<br />

t 2<br />

∆t > 1/8 in.<br />

Fion Zhang/ Charlie Chong<br />

UW-09


(d) Except when the longitudinal joints are radiographed 4 in. (100 mm)<br />

each side of each circumferential welded intersection, vessels made up<br />

of two or more courses shall have the centers of the welded longitudinal<br />

joints of adjacent courses staggered or separated by a distance of at least<br />

five times the thickness of the thicker plate.<br />

Fion Zhang/ Charlie Chong<br />

UW-09


d≥5t<br />

if d


staggered or separated by a<br />

distance of at least five times the<br />

thickness of the thicker plate.<br />

Fion Zhang/ Charlie Chong<br />

UW-09


UW-11 Radiographic & Ultrasonic<br />

Examinations<br />

Fion Zhang/ Charlie Chong<br />

UW-11


Based on the ASME Code requirement UG-116, manufacturers have to<br />

mark the type of RT i.e. RT1, RT2, RT3 and RT4 in the pressure vessel<br />

name plate and state the same in Pressure Vessel Data Report.<br />

We have seen many professionals, from inspectors to quality control<br />

engineers who are confused between RT1 and RT2, specifically when<br />

they see ASME Pressure Vessel Joint Efficiencies for both RT1 and<br />

RT2 is the same and equal to 1(E=1).They say both RT1 and RT2 are<br />

categorized in the “Full Radiography” part in UW-11 clause ...<br />

So why are some joints in RT2 radiographed in spots? We are making<br />

spot radiography, but it is categorized in full radiography!!! So in this<br />

"ASME Pressure Vessel Joint Efficiencies" article we want to answer<br />

this question in very simple way, but before this, we need review joint<br />

categories and summarize them as below:<br />

RT1, RT2, RT3 and RT4<br />

Fion Zhang/ Charlie Chong<br />

UW-11


Category A: All longitudinal welds in shell and nozzles All welds in<br />

heads, Hemisphere-head to shell weld joint<br />

Category B: All circumferential welds in shell and nozzles Head to<br />

shell joint (other than Hemisphere.)<br />

Category C and D are flange welds and nozzle attachment welds<br />

respectively.<br />

Longitudinal welds (Category A) are more critical than<br />

Circumferential welds (Category B) because they are under double<br />

stress. This the reason why in different part of ASME code we have<br />

stringent rules in category A joint compared to category B joint. See<br />

the following Fig. for joint categories:<br />

Fion Zhang/ Charlie Chong<br />

UW-11


Fion Zhang/ Charlie Chong<br />

UW-11


Now let's get back to the ASME Pressure Vessel Joint Efficiencies<br />

subject, to remove the above confusion about RT1 and RT2. We<br />

need to know: When and where is there a code requirement for full<br />

radiography?<br />

Item 1: All butt welds in vessels used to contain a lethal substance<br />

(UW-11(a)).Lethal substances have specific definitions in ASME<br />

Code in UW-2 and it is the responsibility of the end user to<br />

determine if they ordered a vessel that contains lethal substances.<br />

Item 2: All butt welds in vessels in which the nominal thickness at<br />

the welded joint exceeds 1 ½ in. (38 mm), or exceeds the lesser<br />

thicknesses prescribed in UCS-57,etc. For example, this value for P-<br />

No.1 in UCS-57 is 1 ¼ inch.<br />

Fion Zhang/ Charlie Chong<br />

UW-11


Item 3: All butt welds in an unfired steam boiler with design<br />

pressure > 50 psi (UW-11(a)).<br />

Item 4: All category A and D butt welds in vessel when “Full<br />

Radiography” optionally selected from table UW-12(column (a)<br />

in this table is selected); and categories B and C which intersect<br />

Category A shall meet the spot radiography requirement (UW-<br />

11(a) (5) (b)).<br />

Fion Zhang/ Charlie Chong<br />

UW-11


The point is this: item 1, 2 and 3 are similar, but item 4 is completely<br />

different. In item 1, 2 and 3 it is mandated by code; to do full<br />

radiography in all butt welds in vessel so it means it is mandatory for<br />

designer to select column (a) in UW-12 table.<br />

But in item 4, there is no mandating rule. A manufacturer with its own<br />

decision has chosen to use column (a) in table UW-12 for full<br />

radiography. So here there is a concession or bonus to manufacturers for<br />

categories B and C.<br />

RT2- categories B and C which intersect Category “A”<br />

shall meet the spot radiography requirement (UW-11(a)<br />

(5) (b)), instead of radiography of full length.<br />

Fion Zhang/ Charlie Chong<br />

UW-11


RT<br />

Item<br />

Note<br />

Joint<br />

Efficiency<br />

(Type-1)<br />

Radiography details<br />

1<br />

1,2,3<br />

Required<br />

by code<br />

1.0<br />

All butt welds-full length<br />

radiography.<br />

2<br />

4<br />

Optionally<br />

selected<br />

1.0<br />

Category A and D butt welds full<br />

length radiography and category<br />

B and C butt welds spot<br />

Radiography.<br />

3<br />

0.85<br />

Spot radiography butt welds.<br />

4<br />

0.7<br />

Partial / No radiography.<br />

http://www.inspection-for-industry.com/asme-pressure-vessel-joint-efficiencies.html<br />

Fion Zhang/ Charlie Chong<br />

UW-11


Item 2:<br />

All butt welds in vessels in which the nominal thickness at the<br />

welded joint exceeds 1 ½ in. (38 mm), or exceeds the lesser<br />

thicknesses prescribed in UCS-57,etc. For example, this value for<br />

P-No.1 in UCS-57 is 1 ¼ inch.<br />

UCS-57 RADIOGRAPHIC<br />

EXAMINATION<br />

In addition to the requirements<br />

of UW-11, complete<br />

radiographic examination is<br />

required for each butt welded<br />

joint at which the thinner of the<br />

plate or vessel wall thicknesses<br />

at the welded joint exceeds the<br />

thickness limit above which full<br />

radiography is required in<br />

Table UCS-57.<br />

Fion Zhang/ Charlie Chong<br />

UW-11


UCS-57 RADIOGRAPHIC<br />

EXAMINATION<br />

In addition to the requirements<br />

of UW-11, complete<br />

radiographic examination is<br />

required for each butt welded<br />

joint at which the thinner of the<br />

plate or vessel wall thicknesses<br />

at the welded joint exceeds the<br />

thickness limit above which<br />

full radiography is required in<br />

Table UCS-57.<br />

Fion Zhang/ Charlie Chong<br />

UW-11


RT 1<br />

RT 2<br />

RT 3<br />

RT 4<br />

UG-116(e1) “RT 1”<br />

when all pressure-retaining butt welds, other than Category B and C butt welds<br />

associated with nozzles and communicating chambers that neither exceed NPS 10<br />

(DN 250) nor 1 1⁄8 in. (29 mm) wall thickness [except as required by UHT-57(a)],<br />

satisfy the full radiography requirements of UW-11(a) for their full length; full<br />

radiography of the above exempted Category B and C butt welds, if performed, may<br />

be recorded on the Manufacturer’s Data Report; or<br />

UG-116(e2) “RT 2”<br />

when the complete vessel satisfies the requirements of UW-11(a)(5) and<br />

when the spot radiography requirements of UW-11(a)(5)(b) have been<br />

applied; or<br />

UG-116(e3) “RT 3”<br />

when the complete vessel satisfies the spot radiography requirements of<br />

UW-11(b); or<br />

UG-116(e4) “RT 4”<br />

when only part of the complete vessel has satisfied the radiographic<br />

requirements of UW-11(a) or where none of the markings “RT 1,” “RT 2,”<br />

or “RT 3” are applicable.<br />

Fion Zhang/ Charlie Chong<br />

UW-11


UW-11(a2) all butt welds in vessels in<br />

which the nominal thickness [see (g)<br />

below] at the welded joint exceeds 1<br />

½ in. (38 mm), or exceeds the lesser<br />

thicknesses prescribed in UCS-57,<br />

UNF-57, UHA-33, UCL-35, or<br />

UCL-36 for the materials covered<br />

therein, or as otherwise prescribed in<br />

UHT-57, ULW-51, ULW-52(d),<br />

ULW-54, or ULT-57; however,<br />

except as required by UHT-57(a),<br />

Categories Band Cbutt welds in<br />

nozzles and communicating<br />

chambers that neither exceed NPS<br />

10 (DN 250) nor 11⁄8 in. (29 mm)<br />

wall thickness do not require any<br />

radiographic examination;<br />

Fion Zhang/ Charlie Chong<br />

UW-11


UW-11(a2) …Categories Band Cbutt<br />

welds in nozzles and communicating<br />

chambers that neither exceed<br />

• NPS 10 (DN 250) nor<br />

• 1 1/8 in. (29 mm) wall thickness<br />

do not require any radiographic<br />

examination;<br />

Fion Zhang/ Charlie Chong<br />

UW-11


UW-11 RADIOGRAPHIC AND ULTRASONIC EXAMINATION<br />

UW-11 (a) Full Radiography. The following welded joints shall be examined<br />

radiographically for their full length in the manner prescribed in UW-51:<br />

UW-11(a5) all Category A and D butt welds in vessel sections and heads where the<br />

design of the joint or part is based on a joint efficiency permitted by UW-12(a), in<br />

which case:<br />

UW-11(a5a) Category A and B welds connecting the vessel sections or heads shall be<br />

of Type No. (1) or Type No.(2) of Table UW-12;<br />

UW-11(a5b) Category B or C butt welds [but not including those in nozzles or<br />

communicating chambers except as required in (2) above] which intersect the Category<br />

A butt welds in vessel sections or heads or connect seamless vessel sections or<br />

heads shall, as a minimum, meet the requirements for spot radiography in<br />

accordance with UW-52. Spot radiographs required by this paragraph shall not be<br />

used to satisfy the spot radiography rules as applied to any other weld increment.<br />

Fion Zhang/ Charlie Chong<br />

UW-11


UW-11 (a8) exemptions from radiographic examination for certain welds in nozzles<br />

and communicating chambers as described in (2), (4), and (5) above take<br />

precedence over the radiographic requirements of Subsection C of this Division.<br />

This means that even though P-<br />

No. 5 for example requires RT in<br />

all thicknesses the small/thin<br />

nozzles are exempt.<br />

Fion Zhang/ Charlie Chong<br />

UW-11


UW-11(a)<br />

Full Radiography<br />

(1) all butt welds in the shell and heads of vessels used to contain lethal substances.<br />

(2) all butt welds in the shell and heads of unfired steam boilers having design pressures<br />

exceeding 50 psi (350 KPa).<br />

(3) all butt welds in nozzles, communicating chambers, etc., attached to vessel sections<br />

or heads that are required to be fully radiographed under (1) or (2) above;<br />

• however, except as required by UHT-57(a), Categories B and C butt welds in<br />

nozzles and communicating chambers that neither exceed NPS 10 (DN 250) nor 1<br />

1⁄8 in. (29 mm) wall thickness do not require any radiographic examination;<br />

Keywords:<br />

contain lethal substances<br />

unfired steam boilers having design pressures exceeding 50 psi<br />

Fion Zhang/ Charlie Chong<br />

UW-11


Full radiography:<br />

all butt welds in the<br />

shell and heads of<br />

unfired steam boilers<br />

having design pressures<br />

exceeding 50 psi<br />

(350 KPa).<br />

Fion Zhang/ Charlie Chong<br />

UW-11


Except as required by UHT-57(a), Categories B and C butt welds in<br />

nozzles and communicating chambers that neither exceed NPS 10 (DN<br />

250) nor 11⁄8 in. (29 mm) wall thickness do not require any radiographic<br />

examination;<br />

neither exceed NPS10 nor<br />

t >11⁄8 in. NO Radiography<br />

Fion Zhang/ Charlie Chong<br />

UW-11


• all butt welds in vessels in which the nominal thickness at the welded<br />

joint exceeds 1 ½ in. (38 mm), or<br />

• exceeds the lesser thicknesses prescribed in UCS-57, UNF-57, UHA-<br />

33, UCL-35, or UCL-36 for the materials covered therein, or as<br />

otherwise prescribed in UHT-57, ULW-51, ULW-52(d), ULW-54, or<br />

ULT-57; however, except as required by UHT-57(a).<br />

• Categories B and C butt welds in nozzles and communicating<br />

chambers that neither exceed NPS 10 (DN 250) nor 1 1⁄8 in. (29 mm)<br />

wall thickness do not require any radiographic examination.<br />

Keywords:<br />

Any vessel with welded joint exceeds 1 ½ in. (38mm).<br />

Fion Zhang/ Charlie Chong<br />

UW-11


Any vessel with welded joint exceeds 1 ½ in.<br />

Fion Zhang/ Charlie Chong<br />

UW-11


(5) all Category A and D butt welds in vessel sections and heads where the design of<br />

the joint or part is based on a joint efficiency permitted by UW-12(a).<br />

Joint<br />

Type<br />

1<br />

Joint<br />

Categories<br />

A, B, C & D<br />

Degree of Radiographic<br />

Examination.<br />

Full<br />

1.00<br />

Spot<br />

0.85<br />

None<br />

0.7<br />

2<br />

A, B, C & D<br />

0.90<br />

0.80<br />

0.65<br />

A, B & C<br />

0.90<br />

0.80<br />

0.65<br />

Fion Zhang/ Charlie Chong<br />

UW-11


in which case:<br />

(a)Category A and B welds connecting the vessel sections or heads shall<br />

be of Type No. (1) or Type No. (2) of Table UW-12;<br />

(b)Category B or C butt welds [but not including those in nozzles or<br />

communicating chambers except as required in (2) above] which<br />

intersect the Category A butt welds in vessel sections or heads or<br />

connect seamless vessel sections or heads shall, as a minimum, meet<br />

the requirements for spot radiography in accordance with UW-52.<br />

Spot radiographs required by this paragraph shall not be used to<br />

satisfy the spot radiography rules as applied to any other weld<br />

increment.<br />

Fion Zhang/ Charlie Chong<br />

UW-11


(6) all butt welds joined by electrogas welding with any single pass greater than 1 ½ in.<br />

(38 mm) and all butt welds joined by electroslag welding;<br />

Fion Zhang/ Charlie Chong<br />

UW-11


(7) ultrasonic examination in accordance with UW-53 may be substituted<br />

for radiography for the final closure seam of a pressure vessel if the<br />

construction of the vessel does not permit interpretable radiographs in<br />

accordance with Code requirements. The absence of suitable radiographic<br />

equipment shall not be justification for such substitution.<br />

(8) exemptions from radiographic examination for certain welds in<br />

nozzles and communicating chambers as described in (2), (4), and (5)<br />

above take precedence over the radiographic requirements of Subsection<br />

C of this Division.<br />

Fion Zhang/ Charlie Chong<br />

UW-11


Full Radiography means UW-11(a-1, a-2, a-3, a-4)- lethal, unfired<br />

steam boilers having design pressures exceeding 50 psi and nominal thickness at the welded joint<br />

exceeds 1 ½ in. (38 mm).<br />

Fion Zhang/ Charlie Chong<br />

Radiographically for their full length.<br />

Requirements for spot radiography.<br />

No radiography.<br />

Except as required by UHT-57(a),<br />

Categories B and C butt welds in<br />

nozzles and communicating chambers<br />

that neither exceed NPS 10 (DN 250)<br />

nor 11⁄8 in. (29 mm) wall thickness do<br />

not require any radiographic<br />

examination;<br />

UW-11


Full Radiography means UW-11 (a-5): non lethal, non unfired steam boilers<br />

having design pressures exceeding 50 psi, nominal wall thickness less than 1 ½ in.<br />

Fion Zhang/ Charlie Chong<br />

Radiographically for their full length.<br />

Requirements for spot radiography.<br />

No radiography.<br />

Except as required by UHT-57(a),<br />

Categories B and C butt welds in<br />

nozzles and communicating chambers<br />

that neither exceed NPS 10 (DN 250)<br />

nor 11⁄8 in. (29 mm) wall thickness do<br />

not require any radiographic<br />

examination;<br />

UW-11


UW-11(b)<br />

Spot Radiography<br />

Except when spot radiography is required for Category B or C butt welds<br />

by (a)(5)(b) above, butt welded joints made in accordance with Type No.<br />

(1) or (2) of Table UW-12 which are not required to be fully<br />

radiographed by (a) above, may be examined by spot radiography.<br />

Spot radiography shall be in accordance with UW-52. If spot radiography<br />

is specified for the entire vessel, radiographic examination is not required<br />

of Category B and C butt welds in nozzles and communicating chambers<br />

that exceed neither NPS 10 (DN 250) nor 1 1⁄8 in. (29 mm) wall<br />

thickness.<br />

Fion Zhang/ Charlie Chong<br />

UW-11


Radiographic examination is not required of<br />

Category B and C butt welds in nozzles and<br />

communicating chambers that exceed neither<br />

NPS 10 (DN 250) nor 1 1⁄8 in. (29 mm) wall<br />

thickness.<br />

Fion Zhang/ Charlie Chong<br />

UW-11


(c) No Radiography.<br />

Except as required in (a) above, no radiographic examination of welded joints is<br />

required when the vessel or vessel part is designed for external pressure only, or when<br />

the joint design complies with UW-12(c).<br />

Type<br />

number<br />

Joint description<br />

Limitations<br />

Joint<br />

Categories<br />

Degree of Radiographic<br />

Examination.<br />

Full<br />

Spot<br />

None<br />

1<br />

•Butt joints as attained by<br />

double-welding or by other<br />

means which will obtain the<br />

same quality of deposited<br />

weld metal on the inside and<br />

outside weld surfaces to<br />

agree with the requirements<br />

of UW-35. Welds using metal<br />

backing strips which remain<br />

in place are excluded.<br />

A, B, C & D<br />

1.00<br />

0.85<br />

0.7<br />

Fion Zhang/ Charlie Chong<br />

UW-11


UW-11(d,e,f)<br />

Special welding processes.<br />

Welding<br />

Process<br />

Electrogas<br />

Electroslag<br />

Conditions<br />

ferritic materials with<br />

any single pass<br />

greater that 11⁄2 in.<br />

(38 mm)<br />

ferritic materials<br />

ultrasonic examination examined<br />

throughout their entire length and<br />

shall be done following the grain<br />

refining (austenitizing) heat treatment<br />

or postweld heat treatment.<br />

Electron<br />

beam<br />

Friction<br />

Fion Zhang/ Charlie Chong<br />

In addition to the<br />

requirements in (a)<br />

and (b)<br />

When radiography is<br />

required for a welded<br />

joint in accordance<br />

with (a) and (b).<br />

ultrasonic examination examined<br />

throughout their entire length<br />

ultrasonic examination examined<br />

throughout their entire length<br />

UW-11


(g) For radiographic and ultrasonic examination of butt welds, the<br />

definition of nominal thickness at the welded joint under consideration<br />

shall be the nominal thickness of the thinner of the two parts joined.<br />

Nominal thickness is defined in 3-2.<br />

Fion Zhang/ Charlie Chong<br />

UW-11


http://www.mechanicalengine<br />

eringblog.com/3635-weldingtechnology-electro-gaswelding-egw/<br />

Fion Zhang/ Charlie Chong<br />

UW-11


Fion Zhang/ Charlie Chong<br />

UW-11


Fion Zhang/ Charlie Chong<br />

UW-11


Fion Zhang/ Charlie Chong<br />

UW-11


UW-12 JOINT EFFICIENCIES<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Weld Types:<br />

Here is some clarification about the different type of welds that have<br />

specific definitions in ASME Code SEC VIII DIV 1 and related to the<br />

pressure vessel RT test.<br />

The concept is to define the different types and then introduce some<br />

restriction for using them.<br />

For example, a Type 1 weld is defined as a full penetration weld,<br />

typically double welded and Type 2 is welds with backing strips.<br />

So when you go to service restriction for a vessel containing a lethal<br />

substance, you see there is a restriction there that says all category A<br />

joints shall be weld Type 1 and Category B and C shall be type 1 or<br />

type 2.You should take this point in to account, which is this: the same<br />

joint category with different weld types have different joint efficiencies.<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Summary of weld types:<br />

Type 1: Full penetration welds (Typically Double welded).<br />

Type 2: Welds with backing strip.<br />

Type 3: Single welded partial penetration welds.<br />

Type 4, 5 and 6: Various Lap welds (rarely used)<br />

Fion Zhang/ Charlie Chong<br />

UW-12


TABLE UW-12<br />

MAXIMUM ALLOWABLE JOINT<br />

EFFICIENCIES FOR ARC AND GAS<br />

WELDED JOINTS<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Type<br />

number<br />

Joint description<br />

Limitations<br />

Joint<br />

Categories<br />

Degree of Radiographic<br />

Examination.<br />

Full<br />

Spot<br />

None<br />

1<br />

•Butt joints as attained by<br />

double-welding or by other<br />

means which will obtain the<br />

same quality of deposited weld<br />

metal on the inside and outside<br />

weld surfaces to agree with the<br />

requirements of UW-35. Welds<br />

using metal backing strips<br />

which remain in place are<br />

excluded.<br />

A, B, C & D<br />

1.00<br />

0.85<br />

0.7<br />

2<br />

•Single-welded butt joint with<br />

backing strip other than those<br />

included under (1)<br />

(a) None except as in<br />

(b) below<br />

(b) Circumferential<br />

butt joints with<br />

one plate offset;<br />

see UW-13(b)<br />

(4) and Fig.<br />

UW-13.1, sketch<br />

(i)<br />

A, B, C & D<br />

A, B & C<br />

0.90<br />

0.90<br />

0.80<br />

0.80<br />

0.65<br />

0.65<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Type<br />

number<br />

Joint description<br />

Limitations<br />

Joint<br />

Categories<br />

Degree of Radiographic<br />

Examination.<br />

Full<br />

Spot<br />

None<br />

2<br />

•Single-welded butt joint with<br />

backing strip other than those<br />

included under (1)<br />

(a) None except as in<br />

(b) below<br />

(b) Circumferential<br />

butt joints with<br />

one plate offset;<br />

see UW-13(b)<br />

(4) and Fig.<br />

UW-13.1, sketch<br />

(i)<br />

A, B, C & D<br />

A, B & C<br />

0.90<br />

0.90<br />

0.80<br />

0.80<br />

0.65<br />

0.65<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Type<br />

number<br />

Joint description<br />

Limitations<br />

Joint<br />

Categories<br />

Degree of Radiographic<br />

Examination.<br />

Full<br />

Spot<br />

None<br />

3<br />

Single-welded butt joint<br />

with out used of backing<br />

strip.<br />

Circumferential butt joints only,<br />

not over 5⁄8 in. (16 mm) thick<br />

and not over 24 in. (600 mm<br />

outside diameter)<br />

A, B, C<br />

NA<br />

NA<br />

0.6<br />

4<br />

Double full fillet lap joint.<br />

(a) Longitudinal joints not over<br />

3/8 in. (10mm) thick<br />

A<br />

NA<br />

NA<br />

0.55<br />

(b) Circumferential joints not<br />

over 5/8 in. (16mm) thick.<br />

B, C [note 3]<br />

NA<br />

NA<br />

0.55<br />

5<br />

Single full fillet lap joints<br />

with plug welds<br />

conforming to<br />

(a) Circumferential joints [Note<br />

4 (exclude hemispherical) ] for<br />

attachment of heads not over 24<br />

in. (600 mm) outside diameter to<br />

shells not over 1⁄2 in. (13 mm)<br />

thick.<br />

B<br />

NA<br />

NA<br />

0.50<br />

(b) Circumferential joints for the<br />

attachment to shells of jackets<br />

not over 5⁄8 in. (16 mm) in<br />

nominal thickness where the<br />

distance from the center of the<br />

plug weld to the edge of the plate<br />

is not less than 1 ½ times the<br />

diameter of the hole for the plug.<br />

C<br />

NA<br />

NA<br />

0.50<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Type<br />

number<br />

Joint description<br />

Limitations<br />

Joint<br />

Categories<br />

Degree of Radiographic<br />

Examination.<br />

Full<br />

Spot<br />

None<br />

6<br />

Single full fillet lap joints<br />

without plug welds<br />

(a) For the attachment of heads<br />

convex to pressure to shells not<br />

over 5⁄8 in.(16 mm) required<br />

thickness, only with use of fillet<br />

weld on inside of shell; or<br />

A, B<br />

NA<br />

NA<br />

0.45<br />

(b) for attachment of heads<br />

having pressure on either side, to<br />

shells not over 24 in. (600 mm)<br />

inside diameter and not over 1⁄4<br />

in. (6 mm) required thickness<br />

with fillet weld on outside of<br />

head flange only.<br />

A, B<br />

NA<br />

NA<br />

0.45<br />

7<br />

Corner joints, full<br />

penetration, partial<br />

penetration, and/or fillet<br />

welded.<br />

As limited by Fig. UW-13.2 and<br />

Fig UW-16.<br />

C, D<br />

[Note (5)]<br />

NA<br />

NA<br />

NA<br />

8<br />

Angle joints<br />

Design per U-2(g) for Category<br />

B and C joints<br />

B, C, D<br />

NA<br />

NA<br />

NA<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Summary Maximum Weld Joint Efficiency: Joint Type 1~6<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Summary of weld types:<br />

Type 1: Full penetration welds (Typically Double welded)<br />

Type 2: Welds with backing strip<br />

Type 3: Single welded partial penetration welds<br />

Type 4, 5 and 6: Various Lap welds (rarely used)<br />

http://www.inspection-for-industry.com/asme-pressure-vessel-joint-efficiencies.html<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Butt joints as attained by double-welding or by other means<br />

which will obtain the same quality of deposited weld metal on<br />

the inside and outside weld surface. Backing strip, if used, shall<br />

be removed after completion of weld.<br />

Single-welded butt joint with backing strip which remains<br />

in place after welding.<br />

Type 2: For circumferential joint only<br />

Single-welded butt joint without backing strip.<br />

Double-full fillet lap joint.<br />

Single-full fillet lap joint with plug welds.<br />

Single-full fillet lap joint without plug welds.<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Fion Zhang/ Charlie Chong<br />

UW-12


TABLE UW-12<br />

MAXIMUM ALLOWABLE JOINT<br />

EFFICIENCIES FOR ARC AND GAS<br />

WELDED JOINTS<br />

With<br />

illustrations<br />

UW-13 ATTACHMENT<br />

DETAILS<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Type<br />

number<br />

Joint description<br />

Limitations<br />

Joint<br />

Categories<br />

Degree of Radiographic<br />

Examination.<br />

Full<br />

Spot<br />

None<br />

1<br />

•Butt joints as attained by<br />

double-welding or by other<br />

means which will obtain the<br />

same quality of deposited weld<br />

metal on the inside and outside<br />

weld surfaces to agree with the<br />

requirements of UW-35. Welds<br />

using metal backing strips<br />

which remain in place are<br />

excluded.<br />

A, B, C & D<br />

1.00<br />

0.85<br />

0.7<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Weld type number 1: Single “V” with back-gouge.<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Type<br />

number<br />

Joint description<br />

Limitations<br />

Joint<br />

Categories<br />

Degree of Radiographic<br />

Examination.<br />

Full<br />

Spot<br />

None<br />

2<br />

•Single-welded butt joint with<br />

backing strip other than those<br />

included under (1)<br />

(a) None except as in<br />

(b) below<br />

(b) Circumferential<br />

butt joints with<br />

one plate offset;<br />

see UW-13(b)<br />

(4) and Fig.<br />

UW-13.1, sketch<br />

(i)<br />

A, B, C & D<br />

A, B & C<br />

0.90<br />

0.90<br />

0.80<br />

0.80<br />

0.65<br />

0.65<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Type<br />

number<br />

Joint description<br />

Limitations<br />

Joint<br />

Categories<br />

Degree of Radiographic<br />

Examination.<br />

Full<br />

Spot<br />

None<br />

3<br />

Single-welded butt joint<br />

with out used of backing<br />

strip.<br />

Circumferential butt joints only,<br />

not over 5⁄8 in. (16 mm) thick<br />

and not over 24 in. (600 mm<br />

outside diameter)<br />

A, B, C<br />

NA<br />

NA<br />

0.6<br />

Fion Zhang/ Charlie Chong<br />

UW-12


If the type number 3 weld was radiographed the full<br />

length, could it be grouped as type 1 weld?<br />

Type<br />

number<br />

1<br />

Joint description<br />

•Butt joints as attained by double-welding or by<br />

other means which will obtain the same quality of<br />

deposited weld metal on the inside and outside<br />

weld surfaces to agree with the requirements of<br />

UW-35. Welds using metal backing strips which<br />

remain in place are excluded.<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Type<br />

number<br />

Joint description<br />

Limitations<br />

Joint<br />

Categories<br />

Degree of Radiographic<br />

Examination.<br />

Full<br />

Spot<br />

None<br />

4<br />

Double full fillet lap joint.<br />

(a) Longitudinal joints not over<br />

3/8 in. (10mm) thick<br />

A<br />

NA<br />

NA<br />

0.55<br />

(b) Circumferential joints not<br />

over 5/8 in. (16mm) thick.<br />

B, C [note 3]<br />

NA<br />

NA<br />

0.55<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Type<br />

number<br />

Joint description<br />

Limitations<br />

Joint<br />

Cat.<br />

Degree of Radiographic<br />

Examination.<br />

Full<br />

Spot<br />

None<br />

5<br />

Single full fillet lap<br />

joints with plug welds<br />

conforming toUW-17<br />

(a) Circumferential joints [Note 4 (exclude<br />

hemispherical) ] for attachment of heads not<br />

over 24 in. (600 mm) outside diameter to<br />

shells not over 1⁄2 in. (13 mm) thick.<br />

B<br />

NA<br />

NA<br />

0.50<br />

C<br />

NA<br />

NA<br />

0.50<br />

(b) Circumferential joints for the attachment<br />

to shells of jackets not over 5⁄8 in. (16 mm) in<br />

nominal thickness where the distance from the<br />

center of the plug weld to the edge of the plate<br />

is not less than 1 ½ times the diameter of the<br />

hole for the plug<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Type<br />

number<br />

Joint description<br />

Limitations<br />

Joint<br />

Categories<br />

Degree of Radiographic<br />

Examination.<br />

Full<br />

Spot<br />

None<br />

6<br />

Single full fillet lap joints<br />

without plug welds<br />

(a) For the attachment of heads<br />

convex to pressure to shells not<br />

over 5⁄8 in.(16 mm) required<br />

thickness, only with use of fillet<br />

weld on inside of shell; or<br />

A, B<br />

NA<br />

NA<br />

0.45<br />

A, B<br />

NA<br />

NA<br />

0.45<br />

(b) for attachment of heads having<br />

pressure on either side, to shells not<br />

over 24 in. (600 mm) inside<br />

diameter and not over 1⁄4 in. (6 mm)<br />

required thickness with fillet weld<br />

on outside of head flange only.<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Type<br />

number<br />

Joint description<br />

Limitations<br />

Joint<br />

Categories<br />

Degree of Radiographic<br />

Examination.<br />

Full<br />

Spot<br />

None<br />

7<br />

Corner joints, full<br />

penetration, partial<br />

penetration, and/or fillet<br />

welded.<br />

As limited by Fig. UW-13.2 and<br />

Fig UW-16.<br />

C, D<br />

[Note (5)]<br />

NA<br />

NA<br />

NA<br />

8<br />

Angle joints<br />

Design per U-2(g) for Category<br />

B and C joints<br />

B, C, D<br />

NA<br />

NA<br />

NA<br />

Fion Zhang/ Charlie Chong<br />

UW-12


GENERAL NOTES:<br />

(a) The single factor shown for each combination of joint category and degree of<br />

radiographic examination replaces both the stress reduction factor and the joint<br />

efficiency factor considerations previously used in this Division.<br />

(b) E = 1.0 for butt joints in compression.<br />

NOTES:<br />

1. See UW-12(a) and UW-51.<br />

2. See UW-12(b) and UW-52.<br />

3. For Type No. 4 Category C joint, limitation not applicable for bolted flange<br />

connections.<br />

4. Joints attaching hemispherical heads to shells are excluded.<br />

5. There is no joint efficiency “E” in the design formulas of this Division for<br />

Category C and D corner joints. When needed, a value of E not greater than 1.00<br />

may be used.<br />

Fion Zhang/ Charlie Chong<br />

UW-12


(i) Butt Weld With One Plate Edge Offset<br />

NOTES:<br />

(1) See UW-13(b)(4) for limitation<br />

when<br />

weld bead is deposited from inside.<br />

(2) For joints connecting<br />

hemispherical heads<br />

to shells, the following shall apply:<br />

(a) t or t 1 = 3/8 in. (10 mm)<br />

maximum<br />

(b) maximum difference in thickness<br />

between t or t 1 = 3/32 in. (2.5 mm);<br />

(c) use of this figure for joints<br />

connecting hemispherical heads to<br />

shells shall be noted in the “Remarks”<br />

part of the Data Report Form.<br />

Fion Zhang/ Charlie Chong<br />

UW-12


UW12(d) Seamless vessel sections or heads.<br />

Fion Zhang/ Charlie Chong<br />

UW-12


UW12(d) Seamless vessel sections or heads shall be<br />

considered equivalent to welded parts of the same geometry in<br />

which all Category A welds are Type No. 1. For calculations<br />

involving circumferential stress in seamless vessel sections or<br />

for thickness of seamless heads, E = 1.0 when the spot<br />

radiography requirements of UW-11(a)(5)(b) are met. E =<br />

0.85 when the spot radiography requirements of UW-<br />

11(a)(5)(b) are not met, or when the Category A or B welds<br />

connecting seamless vessel sections or heads are Type No. 3,<br />

4, 5, or 6 of Table UW-12.<br />

Fion Zhang/ Charlie Chong<br />

UW-12


UW12(d)<br />

• all Category A welds are Type No. 1.<br />

- hemispherical head- Category “A”<br />

- non-hemispherical head- Category “B”<br />

• E = 1.0 when the spot radiography requirements of UW-<br />

11(a)(5)(b) are met.<br />

- non-hemispherical head- Category “B” as 11(a)(5)(b) applicable to category<br />

“B” and “C” only.<br />

• E = 0.85 when the spot radiography requirements of UW-<br />

11(a)(5)(b) are not met, or when the Category A or B welds<br />

connecting seamless vessel sections or heads are Type No.<br />

3, 4, 5, or 6 of Table UW-12.<br />

- non-hemispherical head- Category “B”<br />

Fion Zhang/ Charlie Chong<br />

UW-12


UW-11(a)(5)(b), Category B or C butt welds…<br />

which intersect the Category “A” butt welds in<br />

vessel sections or heads or connect seamless vessel<br />

sections or heads shall, as a minimum, meet the<br />

requirements for spot radiography in accordance<br />

with UW-52. …<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Q. Given a seamless head or shell section, other than a<br />

hemispherical head (see UG-32), what is the design<br />

efficiency of the seamless section?<br />

A. Paragraph UW-12(d) answers this question with a<br />

question, as follows: Was the weld(s) joining the seamless<br />

head or seamless shell spot examined per the rules given in<br />

UW-11(a)(5)(b)? If yes, the seamless head or shell efficiency<br />

is set at 100 percent E=1. If no, the seamless head or shell<br />

efficiency will be set at 85 percent E=0.85.<br />

http://www.nationalboard.org/PrintPage.aspx?NewsPageID=144<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Q. Given a seamless head or shell section of hemispherical<br />

head (see UG-32), what is the design efficiency of the<br />

seamless section?<br />

• 100% RT UW-51, E= 1 ?<br />

• Spot RT UW-52, E= 0.85 ?<br />

• No RT, E= 0.7 ?<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Hemispherical head<br />

• 100% RT UW-51, E= 1<br />

• Spot RT UW-52, E= 0.85<br />

Ellipsoidal & Torispherical<br />

• Spot RT UW-52, E= 1<br />

• No RT, E= 0.85<br />

• No RT, E= 0.7<br />

Fion Zhang/ Charlie Chong<br />

UW-12


Fion Zhang/ Charlie Chong<br />

UW-12


Fion Zhang/ Charlie Chong<br />

UW-12


Fion Zhang/ Charlie Chong<br />

UW-12


Fion Zhang/ Charlie Chong<br />

UW-12


Fion Zhang/ Charlie Chong<br />

UW-12


Fion Zhang/ Charlie Chong<br />

UW-12


Fion Zhang/ Charlie Chong<br />

UW-12


Fion Zhang/ Charlie Chong<br />

UW-12


UW-16 MINIMUM REQUIREMENTS FOR<br />

ATTACHMENT WELDS AT OPENINGS.<br />

Fion Zhang/ Charlie Chong<br />

UW-16


FIG. UW-16.1 SOME ACCEPTABLE TYPES OF WELDED NOZZLES AND<br />

OTHER CONNECTIONS TO SHELLS, HEADS, ETC.<br />

UW-16.1 sketches (i), (j), (k), and (l).<br />

Fion Zhang/ Charlie Chong<br />

UW-16


These are variables that will apply to the Exam.<br />

t = nominal thickness of vessel shell or head, in.<br />

t n = nominal thickness of nozzle wall, in.<br />

• t min = the smaller of 3/4 in. or the thickness of the thinner of the<br />

parts joined by a fillet, single-bevel, or single-J weld, in.<br />

• t c = not less than the smaller of 1/4 in. or 0.7t min<br />

• t 1 or t 2 = not less than the smaller of 1/4 in. or 0.7t min<br />

• t c = t 1 or t 2<br />

Fion Zhang/ Charlie Chong<br />

UW-16


t c = not less than the smaller of 1/4 in. or 0.7t min<br />

Fion Zhang/ Charlie Chong<br />

UW-16


UW-16.1 sketches (i), (j), (k), and (l).<br />

2 conditions to satisfied;<br />

• t 1 or t 2 ≥ smaller of ¼ in. or 0.7 t min<br />

• t 1 + t 2 ≥ 1 ¼ t min ( not applicable to all sketched)<br />

UW-16(d) Neck Attached by Fillet or Partial Penetration Welds<br />

(1) Necks inserted into or through the vessel wall may be attached by fillet or<br />

partial penetration welds, one on each face of the vessel wall. The welds<br />

may be any desired combination of fillet, single-bevel, and single-J welds.<br />

The dimension of t1 or t2 for each weld shall be not less than the smaller of 1⁄4<br />

in. (6 mm) or 0.7tmin, and their sum shall be not less than 11⁄4tmin. See Fig.<br />

UW-16.1 sketches (i), (j), (k), and (l).<br />

Fion Zhang/ Charlie Chong<br />

UW-16


Exercise:<br />

Problem: A nozzle is being attached to a shell as shown in Fig.UW-16.1 (i)<br />

using two equal size fillet welds. The shell's thickness is 7/8 in. and the<br />

nozzle's thickness is 1/2 inch. The fillet welds are 3/8 inch in leg size. Does<br />

this meet Code?<br />

t min = smaller of ¾ in. or ½ in. ( used ½ in. in this case).<br />

Fillet throat sizes t 1 = t 2 = 0.707x0.375 = 0.265 in.<br />

Conditions to satisfied;<br />

1. t 1 or t 2 ≥ ¼ in. or 0.7 t min ( used 0.25 in. in this case)<br />

2. t 1 + t 2 ≥ 1 ¼ t min ( equal to 0.625 in.)<br />

Actual;<br />

t 1 & t 2 = 0.265 in. (condition 1 – ok)<br />

t 1 + t 2 = 0.53 in. (condition 2 – Not ok)<br />

Conclusion: the fillet leg sizes are undersized.#<br />

Fion Zhang/ Charlie Chong<br />

UW-16


Fillet<br />

Leg size ≠ throat size<br />

Fion Zhang/ Charlie Chong<br />

UW-16


FIG. UW-16.1 SOME<br />

ACCEPTABLE TYPES OF<br />

WELDED NOZZLES AND<br />

OTHER CONNECTIONS TO<br />

SHELLS, HEADS, ETC.<br />

Fion Zhang/ Charlie Chong<br />

UW-16


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UW-16


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UW-16


Fion Zhang/ Charlie Chong<br />

UW-16


Fion Zhang/ Charlie Chong<br />

UW-16


Fion Zhang/ Charlie Chong<br />

UW-16


• t = nominal thickness of vessel shell or head<br />

• t n = nominal thickness of nozzle wall<br />

• t e = thickness of reinforcing plate<br />

• t w = dimension of attachment welds (fillet, single-bevel or single-J),<br />

measured as shown in figure UW-16.1<br />

• t min = the smaller of ¾ in (19 mm) or the thickness of the thinner of<br />

the parts joined by a fillet, single-bevel or single-J weld<br />

• t c = not less than the smaller of ¼ in. (6 mm) or 0.7 t min<br />

• t 1 or t 2 =not less than the smaller of ¼ in. (6 mm) or 0.7t min<br />

t w = 0.7t min<br />

(see fig.UW-16.1)<br />

t c = t 1 or t 2 =not less than the smaller of ¼ in. (6 mm) or 0.7t min<br />

Fion Zhang/ Charlie Chong<br />

UW-16


t min = the smaller of ¾ in (19 mm) or the<br />

thickness of the thinner of the parts joined by a<br />

fillet, single-bevel or single-J weld<br />

tc =t 1 = t 2 = not less than the smaller of ¼ in. (6<br />

mm) or 0.7t min<br />

Fion Zhang/ Charlie Chong<br />

UW-16


where it meets a set-on nozzle, by a full<br />

penetration butt weld plus a fillet weld with<br />

minimum throat dimension t w = 0.7t min<br />

if it does not meet the nozzle. The<br />

fillet weld will have a minimum<br />

throat dimension of ½ t min .<br />

Fion Zhang/ Charlie Chong<br />

UW-16


Integral reinforcement (also known as self-reinforcement).<br />

Fion Zhang/ Charlie Chong<br />

UW-16


Q3. ASME VIII section UW-16 (c) figure 16.1(a) A vessel is manufactured from P1<br />

Grade 2 material. It has a shell thickness of 18 mm and is used to contain lethal<br />

substances. A set-on (abutting) nozzle of 12 mm thickness is attached using a<br />

category D full penetration weld with reinforcing fillet. What is the minimum<br />

required throat thickness of the reinforcing fillet weld?<br />

(a) 12 mm (t min )<br />

(b) 8.4 mm (0.7t min )<br />

(c) 6 mm (t c )<br />

(d) 12.6 mm<br />

t min = 12mm (the smaller of 3⁄4 in. (19 mm) or the<br />

thickness of the thinner of the parts joined.)<br />

t c = 6mm (not less than the smaller of 1⁄4 in. (6 mm) or<br />

0.7t min )<br />

Fion Zhang/ Charlie Chong<br />

UW-16


Q4. ASME VIII section UW-16 (c)(2)(c)<br />

A vessel has a shell thickness of 3 4 in (19 mm). A set-on (abutting)<br />

nozzle of ½ in. (13 mm) thickness is attached using a category D full penetration<br />

weld. A reinforcing plate of 1/4 in. (6 mm) is required. What welds will be<br />

required to attach the reinforcing plate to the nozzle?<br />

(a) A full penetration weld plus a fillet with a 4.2 mm throat &<br />

(b) A full penetration weld plus a fillet with a 6 mm throat &<br />

(c) A fillet weld with a 3 mm throat &<br />

(d) A full penetration weld plus a fillet with a 3 mm throat &<br />

• t c =4.2 (not less than<br />

the smaller of 1/4 in. (6<br />

mm) or 0.7t min.)<br />

• t min = 6 mm.<br />

Fion Zhang/ Charlie Chong<br />

UW-16


Q5. ASME VIII section UW-16 (d)(1)<br />

A nozzle of NPS 10 (DN 250) is inserted through a vessel wall and protrudes into the<br />

vessel by an amount equal to the nozzle thickness. The nozzle thickness is one half of<br />

the shell thickness. Which of the following weld combinations are acceptable to attach<br />

the nozzle?<br />

(a)Partial penetration groove or fillet weld on inside and outside face<br />

(b)Partial penetration groove with reinforcing fillet on outside face<br />

(c)Partial penetration groove with reinforcing fillet on inside face<br />

(d)Any of the above is acceptable<br />

• t 1 + t 2 ≥ 1 ¼ t min .<br />

• t 1 or t 2 not less<br />

than the smaller<br />

of ¼ in. (6 mm)<br />

or 0.7t min .<br />

Fion Zhang/ Charlie Chong<br />

UW-16


UW-40 PROCEDURES FOR POSTWELD HEAT<br />

TREATMENT.<br />

Fion Zhang/ Charlie Chong<br />

UW-40


UW-40(f ) The term nominal thickness as used in Tables UCS-56,<br />

UCS-56.1, UHA-32, and UHT-56, is the thickness of the welded<br />

joint as defined below. For pressure vessels or parts of pressure<br />

vessels being postweld heat treated in a furnace charge, it is the<br />

greatest weld thickness in any vessel or vessel part which has not<br />

previously been postweld heat treated.<br />

See also: UCS-56 REQUIREMENTS FOR<br />

POSTWELD HEAT TREATMENT<br />

Fion Zhang/ Charlie Chong<br />

UW-40


Fion Zhang/ Charlie Chong<br />

UW-40


UW-40(a), the soak band shall contain the weld, heat affected zone,<br />

and a portion of base metal adjacent to the weld being heat treated. The<br />

minimum width of this volume is the widest width of weld plus 1t or 2<br />

in. (50 mm), whichever is less, on each side or end of the weld.<br />

widest width of weld plus 1t or 2 in.<br />

(50 mm), whichever is less<br />

Fion Zhang/ Charlie Chong<br />

UW-40


Mr. “t” the nominal thickness UW-40(f)<br />

1. it is the greatest weld thickness in any vessel or<br />

vessel part which has not previously been postweld<br />

heat treated.<br />

2. Same thickness, using a full penetration butt weld,<br />

the nominal thickness is the total depth of the weld<br />

exclusive of any permitted weld reinforcement.<br />

3. For groove welds, the nominal thickness is the<br />

depth of the groove.<br />

4. fillet welds, the nominal thickness is the throat<br />

dimension.<br />

5. If a fillet weld is used in conjunction with a groove<br />

weld, the nominal thickness is the depth of the<br />

groove or the fillet throat dimension, whichever is<br />

greater.<br />

Fion Zhang/ Charlie Chong<br />

UW-40


fillet welds, the nominal<br />

thickness is the throat<br />

dimension<br />

Fion Zhang/ Charlie Chong<br />

UW-40


the nominal thickness is<br />

the total depth of the weld<br />

exclusive of any<br />

permitted weld<br />

reinforcement<br />

Fion Zhang/ Charlie Chong<br />

UW-40


The nominal thickness<br />

6. When a welded joint connects parts of unequal thicknesses<br />

(a) the thinner of two adjacent butt-welded parts including head to shell<br />

connections;<br />

the thinner of two adjacent butt-welded<br />

Fion Zhang/ Charlie Chong<br />

UW-40


The nominal thickness<br />

(b) the thickness of the shell or the fillet weld, whichever is greater, in<br />

connections to intermediate heads of the type shown in Fig. UW-13.1<br />

sketch (e);<br />

Fion Zhang/ Charlie Chong<br />

UW-40


Mr. “t” the nominal thickness<br />

(c) the thickness of the shell in connections to tubesheets, flat heads,<br />

covers, flanges (except for welded parts depicted in Fig. 2-4(7), where<br />

the thickness of the weld shall govern), or similar constructions;<br />

Fion Zhang/ Charlie Chong<br />

UW-40


Mr. “t” the nominal thickness<br />

(d) in Figs. UW-16.1 and UW-16.2, the thickness of the weld across<br />

the nozzle neck or shell or head or reinforcing pad or attachment fillet<br />

weld, whichever is the greater;<br />

Fion Zhang/ Charlie Chong<br />

UW-40


Mr. “t” the nominal thickness<br />

e) the thickness of the nozzle neck at the joint in nozzle neck to flange<br />

connections;<br />

f) the thickness of the weld at the point of attachment when a non<br />

pressure part is welded to a pressure part;<br />

g) the thickness of the weld in tube-to-tubesheet connections.<br />

Fion Zhang/ Charlie Chong<br />

UW-40


(6) For repairs, the nominal thickness is the depth of the repair weld.<br />

Nominal thickness<br />

Defects<br />

Depth of<br />

excavation<br />

Fion Zhang/ Charlie Chong<br />

UW-40


UW-50 NONDESTRUCTIVE EXAMINATION OF<br />

WELDS ON PNEUMATICALLY TESTED VESSELS.<br />

Fion Zhang/ Charlie Chong<br />

UW-50


On welded pressure vessels to be pneumatically tested in accordance<br />

with UG-100, the full length of the following welds shall be<br />

examined7 for the purpose of detecting cracks:<br />

a) all welds around openings;<br />

b) all attachment welds, including welds attaching non-pressure parts to<br />

pressure parts, having a throat thickness greater than ¼ in. (6 mm).<br />

Note:<br />

7<br />

Examination shall be by magnetic particle or liquid penetrant methods<br />

when the material is ferromagnetic, or by the liquid penetrant method<br />

when the material is nonmagnetic.<br />

Fion Zhang/ Charlie Chong<br />

UW-50


UW-51 RADIOGRAPHIC EXAMINATION OF<br />

WELDED JOINTS.<br />

Fion Zhang/ Charlie Chong<br />

UW-51


• UW-51 (a1) A complete set of radiographs and records, as described<br />

in Article 2 of Section V, for each vessel or vessel part shall be<br />

retained by the Manufacturer, as follows:<br />

a) films until the Manufacturer’s Data Report has been signed by the<br />

Inspector;<br />

b) records as required by this Division (10-13).<br />

RT films; After signing of MDR<br />

Records;<br />

(10-13) at least 3 years<br />

MDR<br />

Fion Zhang/ Charlie Chong<br />

UW-51


10-13 RECORDS RETENTION<br />

a) The Manufacturer or Assembler shall have a system for the<br />

maintenance of radiographs (UW-51), Manufacturer’s Data Reports<br />

(UG-120), and Certificates of Compliance/Conformance (UG-120) as<br />

required by this Division.<br />

Fion Zhang/ Charlie Chong<br />

UW-51


10-13 RECORDS RETENTION<br />

b) The Manufacturer or Assembler shall maintain the documents outlined<br />

below for a period of at least 3 years:<br />

1. Manufacturer’s Partial Data Reports.<br />

2. manufacturing drawings.<br />

3. design calculations, including any applicable Proof Test Reports.<br />

4. Material Test Reports and or material certifications.<br />

5. Welding Procedure Specifications and Procedure Qualification Records.<br />

6. Welders Qualification Records.<br />

7. RT and UT reports.<br />

8. repair procedure and records.<br />

9. process control sheets.<br />

10.heat treatment records and test results.<br />

11.postweld heat treatment records.<br />

12.non-conformances and dispositions.<br />

13.hydrostatic test records.<br />

Fion Zhang/ Charlie Chong<br />

UW-51


(c) For manufacturers of UM stamped vessels or vessels constructed<br />

under the provisions of UG-90(c)(2) rules, the records listed in (b)<br />

above, for six representative vessels per year, shall be maintained as<br />

follows:<br />

1. UM stamped vessels for a period of 1 year.<br />

2. vessels constructed under the provisions of UG-90(c)(2) rules for a<br />

period of 3 years.<br />

ASME certification is symbolized by the “U Stamp” for<br />

pressure vessels and “UM Stamp” for miniature pressure<br />

vessels.<br />

Fion Zhang/ Charlie Chong<br />

UW-51


Fion Zhang/ Charlie Chong<br />

UW-51


When do you need full RT<br />

Fion Zhang/ Charlie Chong<br />

UW-51


UW-11, (a1) all butt welds in the shell and heads of<br />

vessels used to contain lethal substances [see UW-<br />

2(a)].<br />

Fion Zhang/ Charlie Chong<br />

UW-51


UW-11, a(2). All materials; welded joint exceeds 1 ½<br />

in. (38 mm)<br />

Fion Zhang/ Charlie Chong<br />

UW-51


UW-11, a(2)………<br />

UCS-57 RADIOGRAPHIC<br />

EXAMINATION<br />

In addition to the requirements<br />

of UW-11, complete<br />

radiographic examination is<br />

required for each butt welded<br />

joint at which the thinner! of the<br />

plate or vessel wall thicknesses<br />

at the welded joint exceeds the<br />

thickness limit above which full<br />

radiography is required in Table<br />

UCS-57.<br />

Fion Zhang/ Charlie Chong<br />

UW-51


UW-11 (a3) all butt welds in the shell and heads of<br />

unfired steam boilers having design pressures<br />

exceeding 50 psi (350 kPa) [see UW-2(c)].<br />

Fion Zhang/ Charlie Chong<br />

UW-51


UW-11 (a5) all Category A and D butt welds in<br />

vessel sections and heads where the design of the<br />

joint or part is based on a joint efficiency permitted<br />

by UW-12(a), ….(RT2)<br />

Type<br />

number<br />

1<br />

Joint<br />

Categories<br />

A, B, C & D<br />

Degree of Radiographic<br />

Examination.<br />

Full<br />

1.00<br />

Spot<br />

0.85<br />

None<br />

0.7<br />

2<br />

A, B, C & D<br />

0.90<br />

0.80<br />

0.65<br />

A, B & C<br />

0.90<br />

0.80<br />

0.65<br />

Fion Zhang/ Charlie Chong<br />

UW-51


UW-11 (a6) all butt welds joined by electrogas<br />

welding with any single pass greater than 1½in.<br />

(38 mm)<br />

Fion Zhang/ Charlie Chong<br />

UW-51


UW-11 (a6) ….. all butt welds joined by electroslag<br />

welding;<br />

Fion Zhang/ Charlie Chong<br />

UW-51


UW-51 (a2) A written radiographic examination procedure is not<br />

required. Demonstration of (1) density and (2) penetrameter<br />

image requirements on production or technique radiographs shall be<br />

considered satisfactory evidence of compliance with<br />

Article 2 of Section V.<br />

Fion Zhang/ Charlie Chong<br />

UW-51


A written radiographic examination procedure is not required.<br />

Fion Zhang/ Charlie Chong<br />

UW-51


Demonstration of (1) density and (2) penetrameter image<br />

requirements on production or technique radiographs shall be<br />

considered satisfactory evidence of compliance with<br />

Article 2 of Section V.<br />

Density<br />

Penetrameter<br />

Fion Zhang/ Charlie Chong<br />

UW-51


Demonstration of (1) density and (2) penetrameter image<br />

requirements on production or technique radiographs shall be<br />

considered satisfactory evidence of compliance with<br />

Article 2 of Section V.<br />

Fion Zhang/ Charlie Chong<br />

UW-51


Demonstration of (1) density and (2) penetrameter image requirements<br />

on production or technique radiographs shall be considered satisfactory<br />

evidence of compliance with Article 2 of Section V.<br />

Fion Zhang/ Charlie Chong<br />

UW-51


Repaired weld<br />

radiographic testing<br />

substituted by UT?<br />

Fion Zhang/ Charlie Chong<br />

UW-51


• Repaired welding, at the option of the Manufacturer, ultrasonically<br />

examined in accordance with the method described in Appendix 12<br />

and the standards specified in this paragraph, provided;<br />

• The defect has been confirmed by the ultrasonic examination to the<br />

satisfaction of the Authorized Inspector prior to making the repair.<br />

• For material thicknesses in excess of 1 in. (25 mm), the concurrence of<br />

the user shall be obtained.<br />

• This ultrasonic examination shall be noted under remarks on the<br />

Manufacturer’s Data Report Form.<br />

Repaired weld<br />

radiographic testing<br />

substituted by UT?<br />

Fion Zhang/ Charlie Chong<br />

UW-51


UW-51 (b)<br />

Degree of<br />

Radiographic<br />

Examination.<br />

Full<br />

Unacceptable imperfections<br />

(1) indication characterized as a crack or zone of incomplete fusion<br />

or penetration;<br />

(2) any other elongated indication on the radiograph which has<br />

length greater than:<br />

(a) ¼ in. (6 mm) for t up to ¾ in. (19 mm)<br />

(b) ⅓ t for t from ¾ in. (19 mm) to 2 ¼ in. (57 mm)<br />

(c) ¾ in. (19 mm) for t over 2 ¼ in. (57mm)<br />

(3) any group of aligned indications that have an aggregate length<br />

greater than “t” in a length of 12t, except when the distance between<br />

the successive imperfections exceeds 6L where L is the length of<br />

the longest imperfection in the group;<br />

(4) rounded indications in excess of that specified by the acceptance<br />

standards given in Appendix 4.<br />

Fion Zhang/ Charlie Chong<br />

UW-51


Unacceptable imperfections<br />

UW-51 (b1)<br />

UW-51 (b4)<br />

UW-51 (b1) indication characterized as a crack or zone of incomplete fusion or<br />

penetration;<br />

Fion Zhang/ Charlie Chong<br />

UW-51


Unacceptable imperfections<br />

UW-51 (b1)<br />

UW-51 (b2)<br />

UW-51 (b1) indication characterized as a crack or zone of incomplete fusion or<br />

penetration;<br />

Fion Zhang/ Charlie Chong<br />

UW-51


Unacceptable imperfections<br />

UW-51 (b2)<br />

UW-51 (b2) any other elongated indication on the radiograph which has length<br />

greater than:<br />

(a) ¼ in. (6 mm) for t up to ¾ in. (19 mm)<br />

(b) ⅓ t for t from ¾ in. (19 mm) to 2 ¼ in. (57 mm)<br />

(c) ¾ in. (19 mm) for t over 2 ¼ in. (57mm)<br />

Fion Zhang/ Charlie Chong<br />

UW-51


Unacceptable imperfections<br />

UW-51 (b1)<br />

UW-51 (b2)<br />

UW-51 (b2) any other elongated indication on the radiograph which has length<br />

greater than:<br />

(a) ¼ in. (6 mm) for t up to ¾ in. (19 mm)<br />

(b) ⅓ t for t from ¾ in. (19 mm) to 2 ¼ in. (57 mm)<br />

(c) ¾ in. (19 mm) for t over 2 ¼ in. (57mm)<br />

Fion Zhang/ Charlie Chong<br />

UW-51


Unacceptable imperfections<br />

UW-51 (b2) any other elongated indication on the radiograph which has length<br />

greater than:<br />

(a) ¼ in. (6 mm) for t up to ¾ in. (19 mm)<br />

(b) ⅓ t for t from ¾ in. (19 mm) to 2 ¼ in. (57 mm)<br />

(c) ¾ in. (19 mm) for t over 2 ¼ in. (57mm)<br />

Fion Zhang/ Charlie Chong<br />

UW-51


Unacceptable imperfections<br />

UW-51 (b1)<br />

UW-51 (b3) any group of aligned indications that have an aggregate length greater<br />

than “t” in a length of 12t, except when the distance between the successive<br />

imperfections exceeds 6L where L is the length of the longest imperfection in the<br />

group;<br />

UW-51 (b2)<br />

Fion Zhang/ Charlie Chong<br />

UW-51


UW-51 (b3) any group of aligned indications that have an aggregate length greater<br />

than “t” in a length of 12t, except when the distance between the successive<br />

imperfections exceeds 6L where L is the length of the longest imperfection in the<br />

group;<br />

Fion Zhang/ Charlie Chong<br />

UW-51


Unacceptable imperfections<br />

UW-51 (b1)<br />

UW-51 (b4) rounded indications in excess of that specified by the acceptance<br />

standards given in Appendix 4.<br />

UW-51 (b4)<br />

Fion Zhang/ Charlie Chong<br />

UW-51


Unacceptable imperfections<br />

UW-51 (b4) rounded indications in excess of that specified by the acceptance<br />

standards given in Appendix 4.<br />

Fion Zhang/ Charlie Chong<br />

UW-51


UW-51 (b1)<br />

UW-51 (b2)<br />

Fion Zhang/ Charlie Chong<br />

UW-51


UW-51 (b2)<br />

http://www.ndted.org/EducationResources/<br />

CommunityCollege/Radiogr<br />

aphy/TechCalibrations/Radi<br />

ographInterp.htm<br />

UW-51 (b2)<br />

Fion Zhang/ Charlie Chong<br />

UW-51


UW-52 SPOT EXAMINATION OF WELDED JOINTS<br />

Fion Zhang/ Charlie Chong<br />

UW-52


In-progress RT for quality improvement.<br />

NOTE: Spot radiographing of a welded joint is recognized as an effective inspection<br />

tool. The spot radiography rules are also considered to be an aid to quality control.<br />

Spot radiographs made directly after a welder or an operator has completed a unit of<br />

weld proves that the work is or is not being done in accordance with a satisfactory<br />

procedure. If the work is unsatisfactory, corrective steps can then be taken to improve<br />

the welding in the subsequent units, which unquestionably will improve the weld<br />

quality.<br />

Spot radiography doe not ensure defect<br />

free welds.<br />

Spot radiography in accordance with these rules will not ensure a fabrication product<br />

of predetermined quality level throughout. It must be realized that an accepted vessel<br />

under these spot radiography rules may still contain defects which might be disclosed<br />

on further examination. If all radiographically disclosed weld defects must be<br />

eliminated from a vessel, then 100% radiography must be employed.<br />

Fion Zhang/ Charlie Chong<br />

UW-52


UW-52 (b1) Minimum Extent of Spot Radiographic Examination (1) One<br />

spot shall be examined on each vessel for each 50 ft (15 m) increment of<br />

weld or fraction thereof for which a joint efficiency from column (b) of<br />

Table UW-12 is selected. However, for identical vessels or parts, each<br />

with less than 50 ft (15 m) of weld for which a joint efficiency from<br />

column (b) of Table UW-12 is selected, 50 ft (15m) increments of weld<br />

may be represented by one spot examination.<br />

Table UW-12<br />

Type<br />

number<br />

2<br />

1<br />

Joint<br />

Categorie<br />

s<br />

A, B, C &<br />

D<br />

A, B, C &<br />

D<br />

A, B & C<br />

Degree of Radiographic<br />

Examination.<br />

(a) Full<br />

1.00<br />

0.90<br />

0.90<br />

(b) Spot<br />

0.85<br />

0.80<br />

0.80<br />

None<br />

0.7<br />

0.65<br />

0.65<br />

One spot shall be<br />

examined on each<br />

vessel (or other<br />

identical vessels) for<br />

each 50 ft (15m)<br />

increment of weld.<br />

Fion Zhang/ Charlie Chong<br />

UW-52


This rule also addresses smaller, often machine welded<br />

vessels such as small air receivers. One is picked at<br />

random for spot radiography. If it passes, all are<br />

approved.<br />

One spot shall be<br />

examined on each<br />

vessel (or other<br />

identical vessels) for<br />

each 50 ft (15 m)<br />

increment of weld.<br />

Fion Zhang/ Charlie Chong<br />

UW-52


One spot shall be examined on each vessel for each 50<br />

ft (15 m) increment of weld.<br />

Fion Zhang/ Charlie Chong<br />

UW-52


UW-52 (b2) For each increment of weld to be examined, a sufficient<br />

number of spot radiographs shall be taken to examine the welding of each<br />

welder or welding operator. Under conditions where two or more welders<br />

or welding operators make weld layers in a joint, or on the two sides of a<br />

double-welded butt joint, one spot may represent the work of all welders<br />

or welding operators.<br />

Fion Zhang/ Charlie Chong<br />

UW-52


a sufficient number of spot<br />

radiographs shall be taken to<br />

examine the welding of each welder<br />

or welding operator.<br />

Fion Zhang/ Charlie Chong<br />

UW-52


Welder-C<br />

Welder-B<br />

Welder-A<br />

Under conditions where two or<br />

more welders or welding<br />

operators make weld layers in a<br />

joint, or on the two sides of a<br />

double-welded butt joint, one<br />

spot may represent the work of<br />

all welders or welding operators.<br />

Fion Zhang/ Charlie Chong<br />

UW-52


Every welder in a given 50’ increment must have his work<br />

radiographed. It can be a individual radiographed or a group<br />

picture. Here “welder A” was radiographed alone and<br />

welders B & C’s work was examined on the same radiograph.<br />

Welder-A<br />

Fion Zhang/ Charlie Chong<br />

UW-52


UW-52 (b3) Each spot examination shall be made as soon as<br />

practicable after completion of the increment of weld to be<br />

examined. The location of the spot shall be chosen by the Inspector<br />

after completion of the increment of welding to be examined, except<br />

that when the Inspector has been notified in advance and cannot be<br />

present or otherwise make the selection, the Manufacturer may<br />

exercise his own judgment in selecting the spots.<br />

Fion Zhang/ Charlie Chong<br />

UW-52


The idea of this rule is that each 50’ increment is to be<br />

a hold point for approval; the next increment is not to<br />

be started until the previous one has been accepted. The<br />

drawing below is the simplest case; you will not see this<br />

often.<br />

UW-52 (c) L=6” min.<br />

Fion Zhang/ Charlie Chong<br />

UW-52


UW-52 (b4) Radiographs required at specific locations to satisfy the<br />

rules of other paragraphs, such as UW-9(d), UW-11(a)(5)(b), and UW-<br />

14(b), shall not be used to satisfy the requirements for spot radiography.<br />

UW-9 DESIGN OF WELDED JOINTS<br />

(d) Except when the longitudinal joints are radiographed 4 in. (100 mm)<br />

each side of each circumferential welded intersection, vessels made up of<br />

two or more courses shall have the centers of the welded longitudinal<br />

joints of adjacent courses staggered or separated by a distance of at least<br />

five times the thickness of the thicker plate.<br />

4 in<br />

4 in<br />

five times the thickness of the thicker plate<br />

Fion Zhang/ Charlie Chong<br />

UW-52


UW-52 (b4) Radiographs required at specific locations to satisfy the<br />

rules of other paragraphs, such as UW-9(d), UW-11(a)(5)(b), and UW-<br />

14(b), shall not be used to satisfy the requirements for spot radiography.<br />

UW-11 (a5b) Category B or C butt welds [but not including those in<br />

nozzles or communicating chambers except as required in (2) above]<br />

which intersect the Category A butt welds in vessel sections or heads or<br />

connect seamless vessel sections or heads shall, as a minimum, meet the<br />

requirements for spot radiography in accordance with UW-52. Spot<br />

radiographs required by this paragraph shall not be used to satisfy the<br />

spot radiography rules as applied to any other weld increment.<br />

Fion Zhang/ Charlie Chong<br />

UW-52


UW-52 (b4) Radiographs required at specific locations to satisfy the<br />

rules of other paragraphs, such as UW-9(d), UW-11(a)(5)(b), and UW-<br />

14(b), shall not be used to satisfy the requirements for spot radiography.<br />

UW-14 OPENINGS IN OR ADJACENT TO WELDS<br />

UW-14(b) Single openings meeting the requirements given in UG-<br />

36(c)(3) may be located in head-to-shell or Category B or C butt<br />

welded joints, provided the weld meets the radiographic<br />

requirements in UW-51 for a length equal to three times the<br />

diameter of the opening with the center of the hole at mid-length.<br />

Defects that are completely removed in cutting the hole shall not be<br />

considered in judging the acceptability of the weld.<br />

Length equal to three times the<br />

diameter of the opening with<br />

the center of the hole at midlength.<br />

Fion Zhang/ Charlie Chong<br />

UW-52


UW-52(c) Standards for Spot Radiographic Examination. Spot<br />

examination by radiography shall be made in accordance with the<br />

technique prescribed in UW-51(a). The minimum length of spot<br />

radiograph shall be 6 in. Spot radiographs may be retained or be<br />

discarded by the Manufacturer after acceptance of the vessel by the<br />

Inspector. The acceptability of welds examined by spot radiography shall<br />

be judged by the following standards:<br />

Fion Zhang/ Charlie Chong<br />

UW-52


UW-52 (c) Standards for Spot Radiographic Examination. Spot<br />

examination by radiography shall be made in accordance with the<br />

technique prescribed in UW-51(a). The minimum length of spot<br />

radiograph shall be 6 in. Spot radiographs may be retained or be<br />

discarded by the Manufacturer after acceptance of the vessel by the<br />

Inspector.<br />

discarded<br />

Spot radiographic examination films<br />

discard after acceptance by the Inspector<br />

Fion Zhang/ Charlie Chong<br />

UW-52


UW-52 (c) Standards for Spot Radiographic Examination. Spot examination by radiography shall<br />

be made in accordance with the technique prescribed in UW-51(a). The minimum<br />

length of spot radiograph shall be 6 in. Spot radiographs may<br />

be retained or be discarded by the Manufacturer after acceptance of the vessel by the Inspector.<br />

Fion Zhang/ Charlie Chong<br />

UW-52


Spot radiographs may be retained or be discarded<br />

by the Manufacturer after acceptance of the vessel<br />

by the Inspector.<br />

Fion Zhang/ Charlie Chong<br />

UW-52


UW-52 (c)<br />

Degree of RT<br />

Unacceptable imperfections<br />

Spot<br />

1. indication characterized as a crack or zone of incomplete fusion or<br />

penetration.<br />

2. Welds having indications characterized as slag inclusions or cavities<br />

are unacceptable when;<br />

a. the indication length exceeds 2/3 t, where t is defined as shown in<br />

UW-51(b)(2).<br />

b. For all thicknesses, indications less than ¼ in. (6 mm) are acceptable,<br />

and indications greater than ¾ in. (19 mm) are unacceptable.<br />

c. Multiple aligned indications meeting these acceptance criteria are<br />

acceptable when the sum of their longest dimensions indications does<br />

not exceed t within a length of 6t (or proportionally for radiographs<br />

shorter than 6t), and when the longest length L for each indication is<br />

separated by a distance not less than 3L from adjacent indications.<br />

(3) Rounded indications are not a factor in the acceptability of welds not<br />

required to be fully radiographed.<br />

Fion Zhang/ Charlie Chong<br />

UW-52


UW-51 (b2)<br />

t = the thickness of the weld excluding<br />

any allowable reinforcement. For a butt<br />

weld joining two members having<br />

different thicknesses at the weld, t is the<br />

thinner of these two thicknesses. If a full<br />

penetration weld includes a fillet weld,<br />

the thickness of the throat of the fillet<br />

shall be included in t.<br />

Fion Zhang/ Charlie Chong<br />

UW-52


UW-52(d) Evaluation and Retests<br />

Spot RT unacceptable, 2 additional<br />

spots in the same increment<br />

Spot RT<br />

acceptable<br />

Both Spot RT<br />

acceptable<br />

Any of the Spot<br />

RT unacceptable<br />

the entire weld increment represented<br />

the radiographic testing is acceptable<br />

the entire weld increment represented by<br />

the three radiographs is unacceptable<br />

Fion Zhang/ Charlie Chong<br />

UW-52


UW-52(d) Evaluation and Retests<br />

UW-52(d2b) If either of the two additional spots examined shows<br />

welding which does not comply with the minimum quality<br />

requirements of (c)(1) or (c)(2) above, the entire increment of weld<br />

represented shall be rejected.<br />

1. The entire rejected weld shall be removed and the joint shall be rewelded<br />

or, at the fabricator’s option,<br />

2. the entire increment of weld represented shall be completely<br />

radiographed and only defects need be corrected.<br />

UW-52(d2c) Repair welding shall be performed using a qualified<br />

procedure and in a manner acceptable to the Inspector. The rewelded<br />

joint, or the weld repaired areas, shall be spot radiographically<br />

examined at one location in accordance with the foregoing<br />

requirements of UW-52.<br />

Fion Zhang/ Charlie Chong<br />

UW-52


UW-52(d) Evaluation and Retests<br />

UW-52(d a) If the two<br />

additional spots examined<br />

show welding which meets the<br />

minimum quality requirements<br />

of (c)(1) and (c)(2) above, the<br />

entire weld increment<br />

represented by the three<br />

radiographs is acceptable<br />

provided the defects disclosed<br />

by the first of the three<br />

radiographs are removed and<br />

the area repaired by welding.<br />

The weld repaired area shall be<br />

radiographically examined in<br />

accordance with the foregoing<br />

requirements of UW-52.<br />

Fion Zhang/ Charlie Chong<br />

UW-52


UW-52(d) Evaluation and Retests<br />

(1) 全 部 拍 片 , 修<br />

复 或 (2) 全 部 清<br />

除 , 重 焊 , 再 次 执<br />

行 抽 样 拍 片<br />

UW-52(d2c)<br />

Fion Zhang/ Charlie Chong<br />

UW-52


Fion Zhang/ Charlie Chong


Fion Zhang/ Charlie Chong


Fion Zhang/ Charlie Chong

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