30
ASME B16.5-2009 Fig. 7 End Flange Facings and Their Relationship to Flange Thickness and Center-to-End and End-to-End Dimensions t f t f t f R R W X L S Small male Y W Small groove Small tongue Small and large groove Small and large tongue Large groove Large tongue Large male Small female Large female AA, BB, CC, etc. [Notes (1), (2)] AA, BB, CC, etc. [Notes (1), (2)] Centerline of fitting Centerline of fitting 2 mm 7 mm T R 5 mm 7 mm X Z P U L E R S Note (3) Note (3) Note (3) Note (3) 7 mm 7 mm 5 mm 2-mm raised face regularly furnished on Classes 150 and 300, unless otherwise ordered 7-mm raised face regularly furnished on Classes 400 and higher, unless otherwise ordered Large or small male face [Notes (4), (5)] Large or small female face [Notes (4), (5)] Large or small groove face [Notes (4), (5)] Large or small tongue face [Notes (4), (5)] Small female face (on end of pipe) Ring joint face Small male face (on end of pipe) K [Note (6)] K [Note (6)] K [Note (7)] 5 mm HH, JJ, KK, etc. [Notes (1), (2)] End Flange Facings Flange Thickness and Center-to-End Dimensions Classes 150 through 2500 18

B16.5 - 2009_mm

Embed Size (px)

DESCRIPTION

Norma flange, padrão milímetros

Citation preview

ASME B16.5-2009

Fig. 7 End Flange Facings and Their Relationship to Flange Thickness andCenter-to-End and End-to-End Dimensions

tf

tf

tf

R

R

WX L

SSmallmale

Y WSmallgroove

Smalltongue

Smallandlargegroove

Smallandlargetongue

Largegroove

Largetongue

Largemale

Smallfemale

Largefemale

AA, BB, CC, etc.[Notes (1), (2)]

AA, BB, CC, etc.[Notes (1), (2)]

Cen

terl

ine

of

fitt

ing

Cen

terl

ine

of

fitt

ing

2 mm

7 mm

T R

5 mm

7 mm

X

Z

P

U

L

E

R

S

Note (3)

Note (3)

Note (3)

Note (3)

7 mm

7 mm

5 mm

2-mm raised face regularly furnished on Classes 150 and 300, unless otherwise ordered

7-mm raised face regularly furnished on Classes 400 and higher, unless otherwise ordered

Large or small male face [Notes (4), (5)]

Large or small female face [Notes (4), (5)]

Large or small groove face [Notes (4), (5)]

Large or small tongue face [Notes (4), (5)]

Small female face (on end of pipe)

Ring joint face

Small male face (on end of pipe)

K [Note (6)]

K [Note (6)]

K [Note (7)]

5 mm

HH, JJ, KK, etc.[Notes (1), (2)]

End Flange FacingsFlange Thickness and Center-to-End Dimensions

Classes 150 through 2500

18

ASME B16.5-2009

Tabl

e4

Dim

ensi

ons

ofFa

cing

s(O

ther

Than

Ring

Join

ts,

All

Pres

sure

Rati

ngCl

asse

s)

12

34

56

78

910

1112

1314

151

Out

side

Dia

met

erM

inim

umO

utsi

deD

iam

eter

Rai

sed

Out

side

Dia

met

erH

eigh

tof

Rai

sed

Port

ion

Face

Insi

deIn

side

[Not

es(6

),(7

)]La

rge

Dia

met

erIn

side

Larg

eD

iam

eter

Larg

eD

epth

ofM

ale

ofLa

rge

Dia

met

erFe

mal

eof

Larg

ean

dS

mal

lG

roov

eS

mal

lLa

rge

and

Sm

all

and

ofS

mal

lan

dS

mal

lan

dR

aise

dM

ale

and

orFe

mal

eFe

mal

eN

omin

alLa

rge

Mal

e,S

mal

lS

mal

lTo

ngue

Larg

eFe

mal

e,S

mal

lS

mal

lFa

ceTo

ngue

Fem

ale

and

and

Nom

inal

Siz

e,To

ngue

,S

Tong

ue,

Tong

ue,

[Not

eG

roov

e,X

Gro

ove,

Gro

ove,

[Not

es[N

otes

[Not

esG

roov

e,G

roov

e,S

ize,

NPS

R[N

ote

(1)]

TU

(1)]

W[N

ote

(1)]

YZ

(2),

(3)]

(2),

(4)]

(1),

(5)]

KL

NPS

1 ⁄ 234

.918

.335

.125

.4..

.36

.519

.936

.523

.8..

...

...

.44

461 ⁄ 2

3 ⁄ 442

.923

.842

.933

.3..

.44

.425

.444

.431

.8..

...

...

.52

543 ⁄ 4

150

.830

.247

.838

.1..

.52

.431

.849

.236

.5..

...

...

.57

621

11 ⁄ 463

.538

.157

.247

.6..

.65

.139

.758

.746

.0..

...

...

.67

7511 ⁄ 4

11 ⁄ 273

.044

.463

.554

.0..

.74

.646

.065

.152

.4..

...

...

.73

8411 ⁄ 2

292

.157

.282

.673

.0..

.93

.758

.884

.171

.4..

...

...

.92

103

221 ⁄ 2

104.

868

.395

.285

.7..

.10

6.4

69.8

96.8

84.1

...

...

...

105

116

21 ⁄ 23

127.

084

.111

7.5

108.

0..

.12

8.6

85.7

119.

110

6.4

...

...

...

127

138

331 ⁄ 2

139.

796

.813

0.2

120.

6..

.14

1.3

98.4

131.

811

9.1

...

...

...

140

151

31 ⁄ 24

157.

210

9.5

144.

513

1.8

...

158.

811

1.1

146.

013

0.2

...

...

...

157

168

4

518

5.7

136.

517

3.0

160.

3..

.18

7.3

138.

117

4.6

158.

8..

...

...

.18

619

75

621

5.9

161.

920

3.2

190.

5..

.21

7.5

163.

520

4.8

188.

9..

...

...

.21

622

76

826

9.9

212.

725

4.0

238.

1..

.27

1.5

214.

325

5.6

236.

5..

...

...

.27

028

18

1032

3.8

266.

730

4.8

285.

8..

.32

5.4

268.

330

6.4

284.

2..

...

...

.32

433

510

1238

1.0

317.

536

2.0

342.

9..

.38

2.6

319.

136

3.5

341.

338

139

212

1441

2.8

349.

239

3.7

374.

6..

.41

4.3

350.

839

5.3

373.

1..

...

...

.41

342

414

1646

9.9

400.

044

7.5

425.

4..

.47

1.5

401.

644

9.3

423.

947

048

116

1853

3.4

450.

851

1.2

489.

0..

.53

5.0

452.

451

2.8

487.

4..

...

...

.53

354

418

2058

4.2

501.

655

8.8

533.

4..

.58

5.8

503.

256

0.4

531.

858

459

520

2469

2.2

603.

266

6.8

641.

4..

.69

3.7

604.

866

8.3

639.

8..

...

...

.69

270

324

64

ASME B16.5-2009

Tabl

e4

Dim

ensi

ons

ofFa

cing

s(O

ther

Than

Ring

Join

ts,

All

Pres

sure

Rati

ngCl

asse

s)(C

ont’

d)

GEN

ERA

LN

OTE

S:

(a)

Dim

ensi

ons

are

inm

illim

eter

s.Fo

rdi

men

sion

sin

inch

unit

s,re

fer

toTa

ble

II-4

ofM

anda

tory

App

endi

xII.

(b)

For

faci

ngre

quir

emen

tsfo

rfla

nges

and

flang

edfit

ting

s,se

epa

ras.

6.3

and

6.4

and

Fig.

7.(c

)Fo

rfa

cing

requ

irem

ents

for

lapp

edjo

ints

,se

epa

ra.

6.4.

3an

dFi

g.7.

(d)

For

faci

ngto

lera

nces

,se

epa

ra.

7.3.

NO

TES

:(1

)Fo

rsm

all

mal

ean

dfe

mal

ejo

ints

,ca

resh

ould

beta

ken

inth

eus

eof

thes

edi

men

sion

sto

ensu

reth

atth

ein

side

diam

eter

ofth

efit

ting

orpi

peis

smal

len

ough

tope

rmit

suff

icie

ntbe

arin

gsu

rfac

eto

prev

ent

the

crus

hing

ofth

ega

sket

.Th

isap

plie

spa

rtic

ular

lyon

lines

whe

reth

ejo

int

ism

ade

onth

een

dof

the

pipe

.Th

ein

side

diam

eter

ofth

efit

ting

shou

ldm

atch

the

insi

dedi

amet

erof

the

pipe

assp

ecifi

edby

the

purc

hase

r.Th

read

edco

mpa

nion

flang

esfo

rsm

all

mal

ean

dfe

mal

ejo

ints

are

furn

ishe

dw

ith

plai

nfa

cean

dar

eth

read

edw

ith

Am

eric

anN

atio

nal

Sta

ndar

dLo

cknu

tTh

read

(NP S

L).

(2)

See

para

.6.

4.3

and

Fig.

7fo

rth

ickn

ess

and

outs

ide

diam

eter

sof

laps

.(3

)Th

ehe

ight

ofth

era

ised

face

isei

ther

2m

mor

7m

m(s

eepa

ra.

6.4.

1).

(4)

The

heig

htof

the

larg

ean

dsm

all

mal

ean

dto

ngue

is7

mm

.(5

)Th

ede

pth

ofth

egr

oove

orfe

mal

eis

5m

m.

(6)

The

rais

edpo

rtio

nof

the

full

face

may

befu

rnis

hed

unle

ssot

herw

ise

spec

ified

onor

der.

(7)

Larg

em

ale

and

fem

ale

face

san

dla

rge

tong

uean

dgr

oove

are

not

appl

icab

leto

C las

s15

0be

c aus

eof

pote

ntia

ldi

men

sion

alco

nflic

ts.

65

ASME B16.5-2009

Table 5 Dimensions of Ring-Joint Facings (All Pressure Rating Classes)

1 2 3 4 5 6 7 8 9 10 11 12

Nominal Size Groove Dimensions

RadiusClass Class Class Class Class Pitch at150 Class 300 400 Class 600 900 1500 2500 Groove Diameter, Depth, E Width, Bottom,NPS NPS NPS NPS NPS NPS NPS Number P [Note (1)] F R

. . . 1⁄2 . . . 1⁄2 . . . . . . . . . R11 34.14 5.54 7.14 0.8

. . . . . . . . . . . . . . . 1⁄2 . . . 12 39.67 6.35 8.74 0.8

. . . 3⁄4 . . . 3⁄4 . . . . . . 1⁄2 13 42.88 6.35 8.74 0.8

. . . . . . . . . . . . . . . 3⁄4 . . . 14 44.45 6.35 8.74 0.81 . . . . . . . . . . . . . . . . . . 15 47.63 6.35 8.74 0.8

. . . 1 . . . 1 . . . 1 3⁄4 16 50.80 6.35 8.74 0.811⁄4 . . . . . . . . . . . . . . . . . . 17 57.15 6.35 8.74 0.8. . . 11⁄4 . . . 11⁄4 . . . 11⁄4 1 18 60.33 6.35 8.74 0.811⁄2 . . . . . . . . . . . . . . . . . . 19 65.07 6.35 8.74 0.8. . . 11⁄2 . . . 11⁄2 . . . 11⁄2 . . . 20 68.27 6.35 8.74 0.8

. . . . . . . . . . . . . . . . . . 11⁄4 21 72.23 7.92 11.91 0.82 . . . . . . . . . . . . . . . . . . 22 82.55 6.35 8.74 0.8

. . . 2 . . . 2 . . . . . . 11⁄2 23 82.55 7.92 11.91 0.8

. . . . . . . . . . . . . . . 2 . . . 24 95.25 7.92 11.91 0.821⁄2 . . . . . . . . . . . . . . . . . . 25 101.60 6.35 8.74 0.8

. . . 21⁄2 . . . 21⁄2 . . . . . . 2 26 101.60 7.92 11.91 0.8

. . . . . . . . . . . . . . . 21⁄2 . . . 27 107.95 7.92 11.91 0.8

. . . . . . . . . . . . . . . . . . 21⁄2 28 111.13 9.53 13.49 1.53 . . . . . . . . . . . . . . . . . . 29 114.30 6.35 8.74 0.8

. . . [Note (2)] . . . [Note (2)] . . . . . . . . . 30 117.48 7.92 11.91 0.8

. . . 3 [Note (2)] . . . 3 [Note (2)] 3 . . . . . . 31 123.83 7.92 11.91 0.8

. . . . . . . . . . . . . . . . . . 3 32 127.00 9.53 13.49 1.531⁄2 . . . . . . . . . . . . . . . . . . 33 131.78 6.35 8.74 0.8. . . 31⁄2 . . . 31⁄2 . . . . . . . . . 34 131.78 7.92 11.91 0.8. . . . . . . . . . . . . . . 3 . . . 35 136.53 7.92 11.91 0.8

4 . . . . . . . . . . . . . . . . . . 36 149.23 6.35 8.74 0.8. . . 4 4 4 4 . . . . . . 37 149.23 7.92 11.91 0.8. . . . . . . . . . . . . . . . . . 4 38 157.18 11.13 16.66 1.5. . . . . . . . . . . . . . . 4 . . . 39 161.93 7.92 11.91 0.85 . . . . . . . . . . . . . . . . . . 40 171.45 6.35 8.74 0.8

. . . 5 5 5 5 . . . . . . 41 180.98 7.92 11.91 0.8

. . . . . . . . . . . . . . . . . . 5 42 190.50 12.70 19.84 1.56 . . . . . . . . . . . . . . . . . . 43 193.68 6.35 8.74 0.8

. . . . . . . . . . . . . . . 5 . . . 44 193.68 7.92 11.91 0.8

. . . 6 6 6 6 . . . . . . 45 211.12 7.92 11.91 0.8

. . . . . . . . . . . . . . . 6 . . . 46 211.14 9.53 13.49 1.5

. . . . . . . . . . . . . . . . . . 6 47 228.60 12.70 19.84 1.58 . . . . . . . . . . . . . . . . . . 48 247.65 6.35 8.74 0.8

. . . 8 8 8 8 . . . . . . 49 269.88 7.92 11.91 0.8

66

ASME B16.5-2009

Table 5 Dimensions of Ring-Joint Facings (All Pressure Rating Classes) (Cont’d)

13 14 15 16 17 18 19 20 21 22 23 24

Diameter of Raised Portion, K Approximate Distance Between Flanges

Class300

Class 400 Class Class Class Class Class Class Class Class Class Class150 600 900 1500 2500 150 300 400 600 900 1500 2500

. . . 51.0 . . . . . . . . . . . . 3 . . . 3 . . . . . . . . .

. . . . . . . . . 60.5 . . . . . . . . . . . . . . . . . . 4 . . .

. . . 63.5 . . . . . . 65.0 . . . 4 . . . 4 . . . . . . 4

. . . . . . . . . 66.5 . . . . . . . . . . . . . . . . . . 4 . . .63.5 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .

. . . 70.0 . . . 71.5 73.0 . . . 4 . . . 4 . . . 4 473.0 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . 79.5 . . . 81.0 82.5 . . . 4 . . . 4 . . . 4 4

82.5 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . 90.5 . . . 92.0 . . . . . . 4 . . . 4 . . . 4 . . .

. . . . . . . . . . . . 102 . . . . . . . . . . . . . . . . . . 3102 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . 108 . . . . . . 114 . . . 6 . . . 5 . . . . . . 3. . . . . . . . . 124 . . . . . . . . . . . . . . . . . . 3 . . .121 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .

. . . 127 . . . . . . 133 . . . 6 . . . 5 . . . . . . 3

. . . . . . . . . 137 . . . . . . . . . . . . . . . . . . 3 . . .

. . . . . . . . . . . . 149 . . . . . . . . . . . . . . . . . . 3133 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . 146 156 . . . . . . . . . 6 . . . 5 4 . . . . . .

. . . . . . . . . . . . 168 . . . . . . . . . . . . . . . . . . 3154 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . 159 . . . . . . . . . . . . 6 . . . 5 . . . . . . . . .. . . . . . . . . 168 . . . . . . . . . . . . . . . . . . 3 . . .

171 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . 175 181 . . . . . . . . . 6 6 5 4 . . . . . .. . . . . . . . . . . . 203 . . . . . . . . . . . . . . . . . . 4. . . . . . . . . 194 . . . . . . . . . . . . . . . . . . 3 . . .194 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .

. . . 210 216 . . . . . . . . . 6 6 5 4 . . . . . .

. . . . . . . . . . . . 241 . . . . . . . . . . . . . . . . . . 4219 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . . . . . . . 229 . . . . . . . . . . . . . . . . . . 3 . . .. . . 241 241 . . . . . . . . . 6 6 5 4 . . . . . .

. . . . . . . . . 248 . . . . . . . . . . . . . . . . . . 3 . . .

. . . . . . . . . . . . 279 . . . . . . . . . . . . . . . . . . 4273 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . 302 308 . . . . . . . . . 6 6 5 4 . . . . . .

67

ASME B16.5-2009

Table 5 Dimensions of Ring-Joint Facings (All Pressure Rating Classes) (Cont’d)

1 2 3 4 5 6 7 8 9 10 11 12

Nominal Size Groove Dimensions

RadiusClass Class Class Class Class Pitch at150 Class 300 400 Class 600 900 1500 2500 Groove Diameter, Width, Bottom,NPS NPS NPS NPS NPS NPS NPS Number P Depth, E F R

. . . . . . . . . . . . . . . 8 . . . 50 269.88 11.13 16.66 1.5

. . . . . . . . . . . . . . . . . . 8 51 279.40 14.27 23.01 1.510 . . . . . . . . . . . . . . . . . . 52 304.80 6.35 8.74 0.8. . . 10 10 10 10 . . . . . . 53 323.85 7.92 11.91 0.8. . . . . . . . . . . . . . . 10 . . . 54 323.85 11.13 16.66 1.5. . . . . . . . . . . . . . . . . . 10 55 342.90 17.48 30.18 2.4

12 . . . . . . . . . . . . . . . . . . 56 381.00 6.35 8.74 0.8. . . 12 12 12 12 . . . . . . 57 381.00 7.92 11.91 0.8. . . . . . . . . . . . . . . 12 . . . 58 381.00 14.27 23.01 1.514 . . . . . . . . . . . . . . . . . . 59 396.88 6.35 8.74 0.8. . . . . . . . . . . . . . . . . . 12 60 406.40 17.48 33.32 2.4

. . . 14 14 14 . . . . . . . . . 61 419.10 7.92 11.91 0.8

. . . . . . . . . . . . 14 . . . . . . 62 419.10 11.13 16.66 1.5

. . . . . . . . . . . . . . . 14 . . . 63 419.10 15.88 26.97 2.416 . . . . . . . . . . . . . . . . . . 64 454.03 6.35 8.74 0.8. . . 16 16 16 . . . . . . . . . 65 469.90 7.92 11.91 0.8

. . . . . . . . . . . . 16 . . . . . . 66 469.90 11.13 16.66 1.5

. . . . . . . . . . . . . . . 16 . . . 67 469.90 17.48 30.18 2.418 . . . . . . . . . . . . . . . . . . 68 517.53 6.35 8.74 0.8. . . 18 18 18 . . . . . . . . . 69 533.40 7.92 11.91 0.8. . . . . . . . . . . . 18 . . . . . . 70 533.40 12.70 19.84 1.5

. . . . . . . . . . . . . . . 18 . . . 71 533.40 17.48 30.18 2.420 . . . . . . . . . . . . . . . . . . 72 558.80 6.35 8.74 0.8. . . 20 20 20 . . . . . . . . . 73 584.20 9.53 13.49 1.5. . . . . . . . . . . . 20 . . . . . . 74 584.20 12.70 19.84 1.5. . . . . . . . . . . . . . . 20 . . . 75 584.20 17.48 33.32 2.4

24 . . . . . . . . . . . . . . . . . . 76 673.10 6.35 8.74 0.8. . . 24 24 24 . . . . . . . . . 77 692.15 11.13 16.66 1.5. . . . . . . . . . . . 24 . . . . . . 78 692.15 15.88 26.97 2.4. . . . . . . . . . . . . . . 24 . . . 79 692.15 20.62 36.53 2.4

68

ASME B16.5-2009

Table 5 Dimensions of Ring-Joint Facings (All Pressure Rating Classes) (Cont’d)

13 14 15 16 17 18 19 20 21 22 23 24

Diameter of Raised Portion, K Approximate Distance Between Flanges

Class300

Class 400 Class Class Class Class Class Class Class Class Class Class150 600 900 1500 2500 150 300 400 600 900 1500 2500

. . . . . . . . . 318 . . . . . . . . . . . . . . . . . . 4 . . .

. . . . . . . . . . . . 340 . . . . . . . . . . . . . . . . . . 5330 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . 356 362 . . . . . . . . . 6 6 5 4 . . . . . .. . . . . . . . . 371 . . . . . . . . . . . . . . . . . . 4 . . .. . . . . . . . . . . . 425 . . . . . . . . . . . . . . . . . . 6

406 . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . .. . . 413 419 . . . . . . . . . 6 6 5 4 . . . . . .. . . . . . . . . 438 . . . . . . . . . . . . . . . . . . 5 . . .425 . . . . . . . . . . . . 3 . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 495 . . . . . . . . . . . . . . . . . . 8

. . . 457 . . . . . . . . . . . . 6 6 5 . . . . . . . . .

. . . . . . 467 . . . . . . . . . . . . . . . . . . 4 . . . . . .

. . . . . . . . . 489 . . . . . . . . . . . . . . . . . . 6 . . .483 . . . . . . . . . . . . 3 . . . . . . . . . . . . . . . . . .. . . 508 . . . . . . . . . . . . 6 6 5 . . . . . . . . .

. . . . . . 524 . . . . . . . . . . . . . . . . . . 4 . . . . . .

. . . . . . . . . 546 . . . . . . . . . . . . . . . . . . 8 . . .546 . . . . . . . . . . . . 3 . . . . . . . . . . . . . . . . . .. . . 575 . . . . . . . . . . . . 6 6 5 . . . . . . . . .. . . . . . 594 . . . . . . . . . . . . . . . . . . 5 . . . . . .

. . . . . . . . . 613 . . . . . . . . . . . . . . . . . . 8 . . .597 . . . . . . . . . . . . 3 . . . . . . . . . . . . . . . . . .. . . 635 . . . . . . . . . . . . 6 6 5 . . . . . . . . .. . . . . . 648 . . . . . . . . . . . . . . . . . . 5 . . . . . .. . . . . . . . . 673 . . . . . . . . . . . . . . . . . . 10 . . .

711 . . . . . . . . . . . . 3 . . . . . . . . . . . . . . . . . .. . . 749 . . . . . . . . . . . . 6 6 6 . . . . . . . . .. . . . . . 772 . . . . . . . . . . . . . . . . . . 6 . . . . . .. . . . . . . . . 794 . . . . . . . . . . . . . . . . . . 11 . . .

GENERAL NOTES:(a) Dimensions are in millimeters. For dimensions in inch units, refer to Table II-5 of Mandatory Appendix II.(b) For facing requirements for flanges and flanged fitting, see para. 6.4.1 and Fig. 7.(c) For facing requirements for lapped joints, see para. 6.4.3 and Fig. 7.(d) See para. 4.2.7 for marking requirements.(e) Use Class 600 sizes NPS 1⁄2 to NPS 31⁄2 for Class 400.(f) Use Class 1500 in sizes NPS 1⁄2 to NPS 21⁄2 for Class 900.

NOTES:(1) The height of the raised portion is equal to the depth of the groove dimension, E, but is not subjected to the tolerances for E. Former

full-face contour may be used.(2) For ring joints with lapped flanges in Classes 300 and 600, ring and groove number R30 is used instead of R31.

TOLERANCES:E (depth) +0.4, −0.0F (width) ±0.2P (pitch diameter) ±0.13R (radius at bottom)

R ≤ 2 + 0.8, −0.0R > 2 ± 0.8

23 deg (angle) ± 1⁄2 deg

69

ASME B16.5-2009

Table 7 Templates for Drilling Class 150 Pipe Flanges and Flanged Fittings

Flange

Stud Bolt With Nuts

Machine Bolt With Nuts

OW

L

L

Point height [Note (1)]

1 2 3 4 5 6 7 8 9

Length of Bolts,L

[Notes (1), (4)]

Drilling [Notes (2), (3)] Stud Bolts MachineOutside[Note (1)] BoltsNominal Diameter Diameter Diameter

Pipe of of Bolt of Bolt Number Diameter 2-mm 2-mmSize, Flange, Circle, Holes, of of Bolts, Raised Ring RaisedNPS O W in. Bolts in. Face Joint Face

1⁄2 90 60.3 5⁄8 4 1⁄2 55 . . . 503⁄4 100 69.9 5⁄8 4 1⁄2 65 . . . 501 110 79.4 5⁄8 4 1⁄2 65 75 55

11⁄4 115 88.9 5⁄8 4 1⁄2 70 85 5511⁄2 125 98.4 5⁄8 4 1⁄2 70 85 65

2 150 120.7 3⁄4 4 5⁄8 85 95 7021⁄2 180 139.7 3⁄4 4 5⁄8 90 100 75

3 190 152.4 3⁄4 4 5⁄8 90 100 7531⁄2 215 177.8 3⁄4 8 5⁄8 90 100 75

4 230 190.5 3⁄4 8 5⁄8 90 100 75

5 255 215.9 7⁄8 8 3⁄4 95 110 856 280 241.3 7⁄8 8 3⁄4 100 115 858 345 298.5 7⁄8 8 3⁄4 110 120 90

10 405 362.0 1 12 7⁄8 115 125 10012 485 431.8 1 12 7⁄8 120 135 100

14 535 476.3 11⁄8 12 1 135 145 11516 595 539.8 11⁄8 16 1 135 145 11518 635 577.9 11⁄4 16 11⁄8 145 160 12520 700 635.0 11⁄4 20 11⁄8 160 170 14024 815 749.3 13⁄8 20 11⁄4 170 185 150

GENERAL NOTES:(a) Dimensions of Table 7 are in millimeters, except for diameters of bolts and bolt holes, which are in inch units. For dimensions in inch

units, refer to Mandatory Appendix II, Table II-7.(b) For other dimensions, see Tables 8 and 9.

NOTES:(1) The length of the stud bolt does not include the height of the points (see para. 6.10.2).(2) For flange bolt holes, see para. 6.5.(3) For spot facing, see para. 6.6.(4) Bolt lengths not shown in the table may be determined in accordance with Nonmandatory Appendix C (see para. 6.10.2).

71

ASME B16.5-2009

Tabl

e8

Dim

ensi

ons

ofCl

ass

150

Flan

ges

Th

read

ed

O

X [

No

te (

1)]

Yt f

Y

Y

t fT

Slip

-On

Weld

ing

O

Lap

ped

O

X [

No

te (

1)]

X [

No

te (

1)]

B B

t f

Weld

ing

Neck

OB

lin

d

So

cket

Weld

ing

(N

PS

1/ 2

to

3 O

nly

)

O

O

D

BC

ol.

13

BX

[N

ote

(1)

]

Co

l. 11

Y

Ah

YB

t ft ft f

X

r

Q

72

ASME B16.5-2009

Tabl

e8

Dim

ensi

ons

ofCl

ass

150

Flan

ges

(Con

t’d)

12

34

56

78

910

1112

1314

15

Hub

Corn

erD

iam

eter

Bor

eB

ore

Beg

inni

ngR

adiu

sLe

ngth

Thro

ugh

Hub

ofM

inim

umW

eldi

ngof

Out

side

Min

imum

Cham

fer

Thre

aded

/Th

read

Min

imum

Nec

k/La

pped

Nom

inal

Dia

met

erTh

ickn

ess

Min

imum

Wel

ding

Slip

-on/

Leng

thS

lip-o

n/S

ocke

tFl

ange

Pipe

ofof

Flan

ge,

Thic

knes

sD

iam

eter

Nec

k,S

ocke

tW

eldi

ngTh

read

ed,

Soc

ket

Min

imum

Wel

ding

,an

dD

epth

ofS

ize,

Flan

ge,

t fLa

pJo

int,

ofH

ub,

A hW

eldi

ng,

Lapp

ed,

Nec

k,T

Wel

ding

,La

pped

,B

Pipe

,S

ocke

t,N

PSO

[Not

es(2

)-(4

)]t f

X[N

ote

(5)]

YY

Y[N

ote

(6)]

BB

[Not

e(7

)]r

D

1 ⁄ 290

9.6

11.2

3021

.314

1646

1622

.222

.915

.83

103 ⁄ 4

100

11.2

12.7

3826

.714

1651

1627

.728

.220

.93

111

110

12.7

14.3

4933

.416

1754

1734

.534

.926

.63

1311 ⁄ 4

115

14.3

15.9

5942

.219

2156

2143

.243

.735

.15

1411 ⁄ 2

125

15.9

17.5

6548

.321

2260

2249

.550

.040

.96

16

215

017

.519

.178

60.3

2425

6225

61.9

62.5

52.5

817

21 ⁄ 218

020

.722

.390

73.0

2729

6829

74.6

75.4

62.7

819

319

022

.323

.910

888

.929

3068

3090

.791

.477

.910

2131 ⁄ 2

215

22.3

23.9

122

101.

630

3270

3210

3.4

104.

190

.110

...

423

022

.323

.913

511

4.3

3233

7533

116.

111

6.8

102.

311

...

525

522

.323

.916

414

1.3

3536

8736

143.

814

4.4

128.

211

...

628

023

.925

.419

216

8.3

3840

8740

170.

717

1.4

154.

113

...

834

527

.028

.624

621

9.1

4344

100

4422

1.5

222.

220

2.7

13..

.10

405

28.6

30.2

305

273.

048

4910

049

276.

227

7.4

254.

613

...

1248

530

.231

.836

532

3.8

5456

113

5632

7.0

328.

230

4.8

13..

.

1453

533

.435

.040

035

5.6

5679

125

5735

9.2

360.

2N

ote

(8)

13..

.16

595

35.0

36.6

457

406.

462

8712

564

410.

541

1.2

Not

e(8

)13

...

1863

538

.139

.750

545

7.0

6797

138

6846

1.8

462.

3N

ote

(8)

13..

.20

700

41.3

42.9

559

508.

071

103

143

7351

3.1

514.

4N

ote

(8)

13..

.24

815

46.1

47.7

663

610.

081

111

151

8361

6.0

616.

0N

ote

(8)

13..

.

73

ASME B16.5-2009

Tabl

e8

Dim

ensi

ons

ofCl

ass

150

Flan

ges

(Con

t’d)

GEN

ERA

LN

OTE

S:

(a)

Dim

ensi

ons

ofTa

ble

8ar

ein

mill

imet

ers.

For

dim

ensi

ons

inin

ches

,re

fer

toTa

ble

II-8

ofM

anda

tory

App

endi

xII.

(b)

For

tole

ranc

e,se

ese

ctio

n7.

(c)

For

faci

ngs,

see

para

.6.

4.(d

)Fo

rfla

nge

bolt

hole

s,se

epa

ra.

6.5

and

Tabl

e7.

(e)

For

spot

faci

ng,

see

para

.6.

6.(f

)Fo

rre

duci

ngth

read

edan

dsl

ip-o

nfla

nges

,se

eTa

b le

6.(g

)B

lind

flang

esm

aybe

mad

ew

ith

orw

itho

uthu

bsat

the

man

ufac

ture

r’s

opti

on.

(h)

For

redu

cing

wel

ding

neck

flang

es,

see

para

.6.

8.

NO

TES

:(1

)Th

isdi

men

sion

isfo

rla

rge

end

ofhu

b,w

hich

may

best

raig

htor

tape

red.

Tape

rsh

all

not

exce

ed7

deg

onth

read

ed,

slip

-on,

sock

et-w

eldi

ng,

and

lapp

edfla

nges

.Th

isdi

men

sion

isde

fined

asth

edi

amet

erat

the

inte

rsec

tion

betw

een

the

hub

tape

ran

dba

ckfa

ceof

the

flang

e.(2

)Th

em

inim

umth

ickn

ess

ofth

ese

loos

efla

nges

,in

size

sN

PS31 ⁄ 2

and

smal

ler,

issl

ight

lygr

eate

rth

anth

eth

ickn

ess

offl a

nges

onfit

ting

s,Ta

ble

9,w

hich

are

rein

forc

edby

bein

gca

s tin

tegr

alw

ith

the

body

ofth

efit

ting

.(3

)Th

ese

flang

esm

aybe

supp

lied

wit

ha

flat

face

.Th

efla

tfa

cem

aybe

eith

erth

efu

llt f

dim

ensi

onof

thic

knes

spl

us2

mm

orth

et f

dim

ensi

onth

ickn

ess

wit

hout

the

rais

edfa

cehe

ight

.S

eepa

ra6.

3.2

for

addi

tion

alre

stri

ctio

ns.

(4)

The

flang

edi

men

sion

sill

ustr

ated

are

for

regu

larl

yfu

rni s

hed

2-m

mra

ised

face

(exc

ept

lapp

ed);

for

requ

irem

ents

ofot

her

faci

ngs,

see

Fig.

7.(5

)Fo

rw

eldi

ngen

dbe

vel

(see

para

.6.

7).

(6)

For

thre

adof

thre

aded

flang

es,

see

para

.6.

9.(7

)D

imen

sion

sin

Colu

mn

13co

rres

pond

toth

ein

side

diam

eter

sof

pipe

asgi

ven

inA

SME

B36

.10M

for

stan

dard

wal

lpi

pe.

Thic

knes

sof

stan

dard

wal

lis

the

sam

eas

Sch

edul

e40

insi

zes

NPS

10an

dsm

alle

r.To

lera

nces

inpa

ra.

7.5.

2ap

ply.

Thes

ebo

resi

zes

are

furn

ishe

dun

less

othe

rwis

esp

ecifi

edby

the

Purc

hase

r.(8

)To

besp

ecifi

edby

the

Purc

hase

r.

74

ASME B16.5-2009

Table 10 Templates for Drilling Class 300 Pipe Flanges and Flanged Fittings

Flange

Stud Bolt With Nuts

Machine Bolt With Nuts

OW

L

L

Point height [Note (1)]

1 2 3 4 5 6 7 8 9

Length of Bolts,L

Drilling [Notes (2), (3)] [Notes (1), (4)]

Stud Bolts MachineOutside[Note (1)] BoltsNominal Diameter Diameter Diameter

Pipe of of Bolt of Bolt Number Diameter 2-mm 2-mmSize, Flange, Circle, Holes, of of Bolts, Raised Ring RaisedNPS O W in. Bolts in. Face Joint Face

1⁄2 95 66.7 5⁄8 4 1⁄2 65 75 553⁄4 115 82.6 3⁄4 4 5⁄8 75 90 651 125 88.9 3⁄4 4 5⁄8 75 90 65

11⁄4 135 98.4 3⁄4 4 5⁄8 85 95 7011⁄2 155 114.3 7⁄8 4 3⁄4 90 100 75

2 165 127.0 3⁄4 8 5⁄8 90 100 7521⁄2 190 149.2 7⁄8 8 3⁄4 100 115 85

3 210 168.3 7⁄8 8 3⁄4 110 120 9031⁄2 230 184.2 7⁄8 8 3⁄4 110 125 95

4 255 200.0 7⁄8 8 3⁄4 115 125 95

5 280 235.0 7⁄8 8 3⁄4 120 135 1106 320 269.9 7⁄8 12 3⁄4 120 140 1108 380 330.2 1 12 7⁄8 140 150 120

10 445 387.4 11⁄8 16 1 160 170 14012 520 450.8 11⁄4 16 11⁄8 170 185 145

14 585 514.4 11⁄4 20 11⁄8 180 190 16016 650 571.5 13⁄8 20 11⁄4 190 205 16518 710 628.6 13⁄8 24 11⁄4 195 210 17020 775 685.8 13⁄8 24 11⁄4 205 220 18524 915 812.8 15⁄8 24 11⁄2 230 255 205

GENERAL NOTES:(a) Dimensions of Table 10 are in millimeters, except for diameters of bolts and bolt holes, which are in inch units. For dimensions in inch

units, refer to Mandatory Appendix II, Table II-10.(b) For other dimensions, see Tables 11 and 12.

NOTES:(1) Length of stud bolt does not include the height of the points (see para. 6.10.2).(2) For flange bolt holes, see para. 6.5.(3) For spot facing, see para 6.6.(4) Bolt lengths not shown in the table may be determined in accordance with Nonmandatory Appendix C (see para. 6.10.2).

80

ASME B16.5-2009

Tabl

e11

Dim

ensi

ons

ofCl

ass

300

Flan

ges

Th

read

ed

O

X [

No

te (

1)]

Yt f

Y

Y

t fT

Slip

-On

Weld

ing

O

Lap

ped

O

X [

No

te (

1)]

X [

No

te (

1)]

B B

t f

Weld

ing

Neck

OB

lin

d

So

cket

Weld

ing

(N

PS

1/ 2

to

3 O

nly

)

O

O

D

BC

ol.

13

BX

[N

ote

(1)

]

Co

l. 11

Y

Ah

YB

t ft ft f

X

r

Q

81

ASME B16.5-2009

Tabl

e11

Dim

ensi

ons

ofCl

ass

300

Flan

ges

(Con

t’d)

12

34

56

78

910

1112

1314

1516

Hub

Corn

erD

iam

eter

Rad

ius

Bor

eB

egin

ning

ofB

ore

Leng

thTh

roug

hH

ubof

Min

imum

Wel

ding

ofM

inim

umO

utsi

deM

inim

umCh

amfe

rTh

read

ed/

Thre

adM

inim

umN

eck/

Lapp

edCo

unte

r-N

omin

alD

iam

eter

Thic

knes

sM

inim

umW

eldi

ng,

Slip

-On/

Leng

thS

lip-O

n/S

ocke

tFl

ange

bore

Dep

thPi

peof

ofFl

ange

,Th

ickn

ess

Dia

met

erN

eck,

Soc

ket

Wel

ding

Thre

aded

,S

ocke

tM

inim

umW

eldi

ng,

and

Thre

aded

ofS

ize,

Flan

ge,

t fLa

pJo

int,

ofH

ub,

A hW

eldi

ng,

Lapp

ed,

Nec

k,T

Wel

ding

,La

pped

,B

Pipe

,Fl

ange

,S

ocke

t,N

PSO

[Not

es(2

),(3

)]t f

X[N

ote

(4)]

YY

Y[N

ote

(5)]

BB

[Not

e(6

)]r

QD

1 ⁄ 295

12.7

14.3

3821

.321

2251

1622

.222

.915

.83

23.6

103 ⁄ 4

115

14.3

15.9

4826

.724

2556

1627

.728

.220

.93

29.0

111

125

15.9

17.5

5433

.425

2760

1834

.534

.926

.63

35.8

1311 ⁄ 4

135

17.5

19.1

6442

.225

2764

2143

.243

.735

.15

44.4

1411 ⁄ 2

155

19.1

20.7

7048

.329

3067

2349

.550

.040

.96

50.3

16

216

520

.722

.384

60.3

3233

6829

61.9

62.5

52.5

863

.517

21 ⁄ 219

023

.925

.410

073

.037

3875

3274

.675

.462

.78

76.2

193

210

27.0

28.6

117

88.9

4143

7832

90.7

91.4

77.9

1092

.221

31 ⁄ 223

028

.630

.213

310

1.6

4344

7937

103.

410

4.1

90.1

1010

4.9

...

425

530

.231

.814

611

4.3

4648

8437

116.

111

6.8

102.

311

117.

6..

.

528

033

.435

.017

814

1.3

4951

9743

143.

814

4.4

128.

211

144.

4..

.6

320

35.0

36.6

206

168.

351

5297

4717

0.7

171.

415

4.1

1317

1.4

...

838

039

.741

.326

021

9.1

6062

110

5122

1.5

222.

220

2.7

1322

2.2

...

1044

546

.147

.732

127

3.0

6595

116

5627

6.2

277.

425

4.6

1327

6.2

...

1252

049

.350

.837

532

3.8

7110

212

961

327.

032

8.2

304.

813

328.

6..

.

1458

552

.454

.042

535

5.6

7511

114

164

359.

236

0.2

Not

e(7

)13

360.

4..

.16

650

55.6

57.2

483

406.

481

121

144

6941

0.5

411.

2N

ote

(7)

1341

1.2

...

1871

058

.860

.453

345

7.0

8713

015

770

461.

846

2.3

Not

e(7

)13

462.

0..

.20

775

62.0

63.5

587

508.

094

140

160

7451

3.1

514.

4N

ote

(7)

1351

2.8

...

2491

568

.369

.970

261

0.0

105

152

167

8361

6.0

616.

0N

ote

(7)

1361

4.4

...

82

ASME B16.5-2009

Tabl

e11

Dim

ensi

ons

ofCl

ass

300

Flan

ges

(Con

t’d)

GEN

ERA

LN

OTE

S:

(a)

Dim

ensi

ons

ofTa

ble

11ar

ein

mill

imet

ers.

For

dim

ensi

ons

inin

chun

its,

refe

rto

Man

dato

ryA

ppen

dix

II,Ta

ble

II-11

.(b

)Fo

rto

lera

nces

,se

ese

ctio

n7.

(c)

For

faci

ngs,

see

para

.6.

4.(d

)Fo

rfla

nge

bolt

hole

s,se

epa

ra.

6.5

and

Tabl

e10

.(e

)Fo

rsp

otfa

cing

,se

epa

ra.

6.6.

(f)

For

redu

cing

thre

aded

and

slip

-on

flang

es,

see

Tab l

e6.

(g)

Blin

dfla

nges

may

bem

ade

wit

hor

wit

hout

hubs

atth

em

anuf

actu

rer’

sop

tion

.(h

)Fo

rre

duci

ngw

eldi

ngne

ckfla

nges

,se

epa

ra.

6.8.

NO

TES

:(1

)Th

isdi

men

sion

isfo

rth

ela

rge

end

ofth

ehu

b,w

hic h

may

best

raig

htor

tape

red.

Tape

rsh

all

not

exce

ed7

deg

onth

read

ed,

slip

-on,

sock

et-w

eldi

ng,

and

lapp

edfla

nges

.Th

i sdi

men

sion

isde

fined

asth

edi

amet

erat

the

inte

rsec

tion

betw

een

the

hub

tape

ran

dba

ckfa

ceof

the

flang

e.(2

)Th

ese

flang

esm

aybe

supp

lied

wit

ha

flat

face

.Th

efla

tfa

cem

aybe

eith

erth

efu

llt f

dim

ensi

onth

ickn

ess

plus

2-m

mor

the

t fdi

men

sion

thic

knes

sw

itho

utth

era

ised

face

heig

ht.

See

para

.6.

3.2

for

addi

tion

alre

stri

ctio

ns.

(3)

The

flang

edi

men

sion

sill

ustr

ated

are

for

regu

larl

yfu

rnis

hed

2-m

mra

ised

face

(exc

ept

lapp

ed);

for

requ

irem

ents

ofot

her

faci

ngs,

see

Fig.

7.(4

)Fo

rw

eldi

ngen

dbe

vel,

see

para

.6.

7.(5

)Fo

rth

read

ofth

read

edfla

nges

,se

epa

ra.

6.9.

(6)

Dim

ensi

ons

inCo

lum

n13

corr

espo

ndto

the

insi

dedi

amet

ers

ofpi

peas

give

nin

ASM

EB

36.1

0Mfo

rst

anda

rdw

all

pipe

.S

tand

ard

wal

ldi

men

sion

sar

eth

esa

me

asS

ched

ule

40in

size

sN

PS10

and

smal

ler.

Tole

ranc

esin

para

.7.

5.2

appl

y.Th

ese

bore

size

sar

efu

rnis

hed

unle

ssot

herw

ise

spec

ified

byth

epu

rcha

ser.

(7)

Tobe

spec

ified

byth

ePu

rcha

ser.

83

ASME B16.5-2009

Table 13 Templates for Drilling Class 400 Pipe Flanges

Flange Stud Bolt With Nuts

O

L

Point height [Note (1)]

1 2 3 4 5 6 7 8 9

Length of Bolts,L

Drilling [Notes (2), (3)] [Notes (1), (4)]

Nominal Outside Diameter Diameter Male andPipe Diameter of Bolt of Bolt Number Diameter 7-mm Female/Size, of Flange, Circle, Holes, of of Bolts, Raised Tongue RingNPS O W in. Bolts in. Face and Groove Joint

1⁄23⁄41

11⁄411⁄2 Use Class 600 dimensions in these sizes

221⁄2

331⁄2

4 255 200.0 1 8 7⁄8 140 135 1405 280 235.0 1 8 7⁄8 145 135 1456 320 269.9 1 12 7⁄8 150 145 1508 380 330.0 11⁄8 12 1 170 165 170

10 445 387.4 11⁄4 16 11⁄8 190 185 19012 520 450.8 13⁄8 16 11⁄4 205 195 205

14 585 514.4 1 3⁄8 20 11⁄4 210 205 21016 650 571.5 1 1⁄2 20 13⁄8 220 215 22018 710 628.6 11⁄2 24 13⁄8 230 220 23020 775 685.8 15⁄8 24 11⁄2 240 235 25024 915 812.8 17⁄8 24 13⁄4 265 260 280

GENERAL NOTES:(a) Dimensions of Table 13 are in millimeters, except for the diameter of bolts and bolt holes, which are in inch units. For dimensions in

inch units, refer to Mandatory Appendix II, Table II-13.(b) For other dimensions, see Table 14.

NOTES:(1) The length of the stud bolt does not include the height of the points. See para. 6.10.2.(2) For flange bolt holes, see para. 6.5.(3) For spot facing, see para. 6.6.(4) Bolt lengths not shown in the table may be determined in accordance with Nonmandatory Appendix C (see para. 6.10.2).

88

ASME B16.5-2009

Table 14 Dimensions of Class 400 Flanges

Threaded

O

X [Note (1)]

Ytf Y

Y

tf

Slip-On Welding

O

Lapped

O

X [Note (1)]

X [Note (1)]

Q

B

tf

Welding Neck

OBlind

O

Ah

YB

tftf

X

r

B

T

1 2 3 4 5 6 7 8 9 10 11 12 13 14

Hub Diam. Minimum CornerBeginning Thread Bore

Outside Min. of Chamfer Length Radius of MinimumLength Through Hub BoreNom. Diam. Thickness Diam. Welding Threaded Lapped Counterbore

Pipe of of of Neck, Threaded/ Welding Flange, Min. Min. Welding Flange ThreadedSize, Flange, Flange, Hub, Ah Slip-On, Lapped, Neck, T Slip-On, Lapped, Neck, and Pipe, Flange,NPS O tf X [Note (2)] Y Y Y [Note (3)] B B B r Q

1⁄23⁄41

11⁄411⁄2

Use Class 600 dimensions in these sizes [Note (4)]

221⁄2

331⁄2

4 255 35.0 146 114.3 51 51 89 37 116.1 116.8 Note (5) 11 117.65 280 38.1 178 141.3 54 54 102 43 143.8 144.5 Note (5) 11 144.46 320 41.3 206 168.3 57 57 103 46 170.7 171.4 Note (5) 13 171.48 380 47.7 260 219.1 68 68 117 51 221.5 222.2 Note (5) 13 222.2

10 445 54.0 321 273.0 73 102 124 56 276.2 277.4 Note (5) 13 276.212 520 57.2 375 323.8 79 108 137 61 327.0 328.2 Note (5) 13 328.6

14 585 60.4 425 355.6 84 117 149 64 359.2 360.2 Note (5) 13 360.416 650 63.5 483 406.4 94 127 152 69 410.5 411.2 Note (5) 13 411.218 710 66.7 533 457.0 98 137 165 70 461.8 462.3 Note (5) 13 462.020 775 69.9 587 508.0 102 146 168 74 513.1 514.4 Note (5) 13 512.824 915 76.2 702 610.0 114 159 175 83 616.0 616.0 Note (5) 13 614.4

89

ASME B16.5-2009

Table 14 Dimensions of Class 400 Flanges (Cont’d)

GENERAL NOTES:(a) Dimensions of Table 14 are in millimeters, except for the diameter of bolts and bolt holes, which are in inch units. For dimensions in inch units, refer to

Mandatory Appendix II, Table II-7.(b) For tolerances, see section 7.(c) For facings, see para. 6.4.(d) For flange bolt holes, see para. 6.5 and Table 13.(e) For spot facing, see para 6.6.(f) For reducing threaded and slip-on flanges, see Table 6.(g) Blind flanges may be made with or without hubs at the manufacturer’s option.(h) For reducing welding neck flanges, see para 6.8.

NOTES:(1) This dimension is for the large end of the hub, which may be straight or tapered. Taper shall not exceed 7 deg on threaded, slip-on, socket-welding, and

lapped flanges. This dimension is defined as the diameter at the intersection between the hub taper and back face of the flange.(2) For welding end bevel, see para. 6.7.(3) For thread of threaded flanges, see para. 6.9.(4) Socket welding flanges may be provided in NPS 1⁄2 through NPS 21⁄2, using Class 600 dimensions.(5) To be specified by the Purchaser.

90

ASME B16.5-2009

Table 15 Templates for Drilling Class 600 Pipe Flanges and Flanged Fittings

Flange Stud Bolt With Nuts

O

L

Point height [Note (1)]

1 2 3 4 5 6 7 8 9

Length of Bolts,L

Drilling [Notes (2), (3)] [Notes (1), (4)]

Nominal Outside Diameter Diameter Male andPipe Diameter of Bolt of Bolt Number Diameter 7-mm Female/Size, of Flange, Circle, Holes, of of Bolts, Raised Tongue RingNPS O W in. Bolts in. Face and Groove Joint

1⁄2 95 66.7 5⁄8 4 1⁄2 75 70 753⁄4 115 82.6 3⁄4 4 5⁄8 90 85 901 125 88.9 3⁄4 4 5⁄8 90 85 90

11⁄4 135 98.4 3⁄4 4 5⁄8 95 90 9511⁄2 155 114.3 7⁄8 4 3⁄4 110 100 110

2 165 127.0 3⁄4 8 5⁄8 110 100 11021⁄2 190 149.2 7⁄8 8 3⁄4 120 115 120

3 210 168.3 7⁄8 8 3⁄4 125 120 12531⁄2 230 184.2 1 8 7⁄8 140 135 140

4 275 215.9 1 8 7⁄8 145 140 145

5 330 266.7 11⁄8 8 1 165 160 1656 355 292.1 11⁄8 12 1 170 165 1708 420 349.2 11⁄4 12 11⁄8 190 185 195

10 510 431.8 13⁄8 16 11⁄4 215 210 21512 560 489.0 13⁄8 20 11⁄4 220 215 220

14 605 527.0 11⁄2 20 13⁄8 235 230 23516 685 603.2 15⁄8 20 11⁄2 255 250 25518 745 654.0 13⁄4 20 15⁄8 275 265 27520 815 723.9 13⁄4 24 15⁄8 285 280 29024 940 838.2 2 24 17⁄8 330 325 335

GENERAL NOTES:(a) Dimensions of Table 15 are in millimeters, except for the diameters of the bolts and bolt holes, which are expressed in inch units. For

dimensions in inch units, refer to Mandatory Appendix II, Table II-15.(b) For other dimensions, see Table 16.

NOTES:(1) The length of the stud bolt does not include the height of the points (see para 6.10.2).(2) For flange bolt holes, see para. 6.5.(3) For spot facing, see para 6.6.(4) Bolt lengths not shown in the table may be in accordance with Nonmandatory Appendix C (see para. 6.10.2).

91

ASME B16.5-2009

Tabl

e16

Dim

ensi

ons

ofCl

ass

600

Flan

ges

Th

rea

de

d

O

X [

No

te (

1)]

Q

Yt f

Y

Y

t fT

Sli

p-O

n W

eld

ing

O

La

pp

ed

O

X [

No

te (

1)]

X [

No

te (

1)]

B B

t f

We

ldin

g N

eck

OB

lin

d

So

ck

et

We

ldin

g (

NP

S 1

/ 2 t

o 3

On

ly)

O

D

BC

ol.

12

BX

[N

ote

(1)

]

Co

l. 10

Y

Ah

YB

t ft ft f

X

r

O

12

34

56

78

910

1112

1314

15

Leng

thTh

roug

hH

ubM

inim

umB

ore

Corn

erH

ubD

iam

eter

Thre

adB

ore

Out

side

Beg

inni

ngof

Thre

aded

/Le

ngth

Min

imum

Wel

ding

Rad

ius

ofM

inim

umN

omin

alD

iam

eter

Min

imum

Cham

fer

Slip

-On/

Thre

aded

Slip

-On/

Nec

k/La

pped

Coun

terb

ore

Pipe

ofTh

ickn

ess

Dia

met

erW

eldi

ngN

eck,

Soc

ket

Wel

ding

Flan

ge,

Soc

ket

Min

imum

Soc

ket

Flan

gean

dTh

read

edD

epth

ofS

ize,

Flan

ge,

ofFl

ange

,of

Hub

,A h

Wel

ding

,La

pped

,N

eck,

TW

eldi

ng,

Lapp

ed,

Wel

ding

,Pi

pe,

Flan

ge,

Soc

ket,

NPS

Ot f

X[N

ote

(2)]

YY

Y[N

ote

(3)]

BB

Br

QD

1 ⁄ 295

14.3

3821

.322

2252

1622

.222

.9N

ote

(4)

323

.610

3 ⁄ 411

515

.948

26.7

2525

5716

27.7

28.2

Not

e(4

)3

29.0

111

125

17.5

5433

.427

2762

1834

.534

.9N

ote

(4)

335

.813

11 ⁄ 413

520

.764

42.2

2929

6721

43.2

43.7

Not

e(4

)5

44.4

1411 ⁄ 2

155

22.3

7048

.332

3270

2349

.550

.0N

ote

(4)

650

.616

92

ASME B16.5-2009

Tabl

e16

Dim

ensi

ons

ofCl

ass

600

Fla n

ges

(Con

t’d)

12

34

56

78

910

1112

1314

15

Leng

thTh

roug

hH

ubM

inim

umB

ore

Corn

erH

ubD

iam

eter

Thre

adB

ore

Out

side

Beg

inni

ngof

Thre

aded

/Le

ngth

Min

imum

Wel

ding

Rad

ius

ofM

inim

umN

omin

alD

iam

eter

Min

imum

Cham

fer

Slip

-On/

Thre

aded

Slip

-On/

Nec

k/La

pped

Coun

terb

ore

Pipe

ofTh

ickn

ess

Dia

met

erW

eldi

ngN

eck,

Soc

ket

Wel

ding

Flan

ge,

Soc

ket

Min

imum

Soc

ket

Flan

gean

dTh

read

edD

epth

ofS

ize,

Flan

ge,

ofFl

ange

,of

Hub

,A h

Wel

ding

,La

pped

,N

eck,

TW

eldi

ng,

Lapp

ed,

Wel

ding

,Pi

pe,

Flan

ge,

Soc

ket,

NPS

Ot f

X[N

ote

(2)]

YY

Y[N

ote

(3)]

BB

Br

QD

216

525

.484

60.3

3737

7329

61.9

62.5

Not

e(4

)8

63.5

1721 ⁄ 2

190

28.6

100

73.0

4141

7932

74.6

75.4

Not

e(4

)8

76.2

193

210

31.8

117

88.9

4646

8335

90.7

91.4

Not

e(4

)10

92.2

2131 ⁄ 2

230

35.0

133

101.

649

4986

4010

3.4

104.

1N

ote

(4)

1010

4.9

...

427

538

.115

211

4.3

5454

102

4211

6.1

116.

8N

ote

(4)

1111

7.6

...

533

044

.518

914

1.3

6060

114

4814

3.8

144.

4N

ote

(4)

1114

4.4

...

635

547

.722

216

8.3

6767

117

5117

0.7

171.

4N

ote

(4)

1317

1.4

...

842

055

.627

321

9.1

7676

133

5822

1.5

222.

2N

ote

(4)

1322

2.2

...

1051

063

.534

327

3.0

8611

115

266

276.

227

7.4

Not

e(4

)13

276.

2..

.12

560

66.7

400

323.

892

117

156

7032

7.0

328.

2N

ote

(4)

1332

8.6

...

1460

569

.943

235

5.6

9412

716

574

359.

236

0.2

Not

e(4

)13

360.

4..

.16

685

76.2

495

406.

410

614

017

878

410.

541

1.2

Not

e(4

)13

411.

2..

.18

745

82.6

546

457.

011

715

218

480

461.

846

2.3

Not

e(4

)13

462.

0..

.20

815

88.9

610

508.

012

716

519

083

513.

151

4.4

Not

e(4

)13

512.

8..

.24

940

101.

671

861

0.0

140

184

203

9361

6.0

616.

0N

ote

(4)

1361

4.4

...

GEN

ERA

LN

OTE

S:

(a)

Dim

ensi

ons

ofTa

ble

16ar

ein

mill

imet

ers,

exce

ptfo

rth

edi

amet

erof

the

bolt

san

dbo

ltho

les,

whi

char

ein

inc h

unit

s.Fo

rdi

men

sion

sin

inch

unit

s,re

fer

toM

anda

tory

App

endi

xII,

Tabl

eII-

16.

(b)

For

tole

ranc

e,se

ese

ctio

n7.

(c)

For

faci

ngs,

see

para

.6.

4.(d

)Fo

rfla

nge

bolt

hole

s,se

epa

ra.

6.5

and

Tabl

e15

.(e

)Fo

rsp

otfa

cing

,se

epa

ra.

6.6.

(f)

For

redu

cing

thre

aded

and

slip

-on

flang

es,

see

Tab l

e6.

(g)

Blin

dfla

nges

may

bem

ade

wit

hor

wit

hout

hubs

atth

em

anuf

actu

rer’

sop

tion

.(h

)Fo

rre

duci

ngw

eldi

ngne

ckfla

nges

,se

epa

ra.

6.8.

NO

TES

:(1

)Th

isdi

men

sion

isfo

rth

ela

rge

end

ofth

ehu

b,w

hic h

may

best

raig

htor

tape

red.

Tape

rsh

all

not

exce

ed7

deg

onth

read

ed,

slip

-on,

sock

et-w

eldi

ng,

and

lapp

edfla

nges

.Th

isdi

men

sion

isde

fined

asth

edi

amet

erat

the

inte

rsec

tion

betw

een

the

hub

tape

ran

dba

ckfa

ceof

the

flang

e.(2

)Fo

rw

eldi

ngen

dbe

vel,

see

para

.6.

7.(3

)Fo

rth

read

ofth

read

edfla

nges

,se

epa

ra.

6.9.

(4)

Tobe

spec

ified

byth

ePu

rcha

ser.

93

ASME B16.5-2009

Table 17 Templates for Drilling Class 900 Pipe Flanges and Flanged Fittings

Flange Stud Bolt With Nuts

O

L

Point height [Note (1)]

1 2 3 4 5 6 7 8 9

Length of Bolts,L

Drilling [Notes (2), (3)] [Notes (1), (4)]Nominal OutsidePipe Diameter Diameter of Diameter ofSize, of Flange, Bolt Circle, Bolt Holes, Number of Diameter of 7-mm Male and Female/NPS O W in. Bolts Bolts, in. Raised Face Tongue and Groove Ring Joint

1⁄23⁄41

Use Class 1500 dimensions in these sizes11⁄411⁄2

221⁄2

3 240 190.5 1 8 7⁄8 145 140 1454 290 235.0 11⁄4 8 11⁄8 170 165 1705 350 279.4 13⁄8 8 11⁄4 190 185 1906 380 317.5 11⁄4 12 11⁄8 190 185 195

8 470 393.7 11⁄2 12 13⁄8 220 215 22010 545 469.9 11⁄2 16 13⁄8 235 230 23512 610 533.4 11⁄2 20 13⁄8 255 250 25514 640 558.8 15⁄8 20 11⁄2 275 265 280

16 705 616.0 13⁄4 20 15⁄8 285 280 29018 785 685.8 2 20 17⁄8 325 320 33520 855 749.3 21⁄8 20 2 350 345 36024 1,040 901.7 25⁄8 20 21⁄2 440 430 455

GENERAL NOTES:(a) Dimensions of Table 17 are in millimeters, except for diameters of bolts and bolt holes, which are in inch units. For dimensions in inch

units, refer to Mandatory Appendix II, Table II-17.(b) For other dimensions, see Tables 18 and 19.

NOTES:(1) The length of the stud bolt does not include the height of the points (see para 6.10.2).(2) For flange bolt holes, see para. 6.5.(3) For spot facing, see para. 6.6.(4) Bolt lengths not shown in the table may be determined in accordance with Nonmandatory Appendix C (see para. 6.10.2).

94

ASME B16.5-2009

Table 18 Dimensions of Class 900 Flanges

Threaded

O

X [Note (1)]

Ytf Y

Y

tf

Slip-On Welding

O

Lapped

O

X [Note (1)]

X [Note (1)]

Q

B

tf

Welding Neck

OBlind

O

Ah

YB

tftf

X

r

B

T

Table 18 Dimensions of Class 900 Flanges (Cont’d)1 2 3 4 5 6 7 8 9 10 11 12 13 14

Hub Diam. Minimum CornerBeginning Thread Bore

Outside of Chamfer Length Radius of MinimumLength Through Hub Bore

Nom. Diam. Min. Diam. Welding Threaded Lapped CounterborePipe of Thickness of Neck, Threaded/ Welding Flange, Min. Min. Welding Flange ThreadedSize, Flange, of Flange, Hub, Ah Slip-On, Lapped, Neck, T Slip-On, Lapped, Neck, and Pipe, Flange,NPS O tf X [Note (2)] Y Y Y [Note (3)] B B B r Q

1⁄23⁄4111⁄4 Use Class 1500 dimensions in these sizes [Note (4)]11⁄2221⁄2

3 240 38.1 127 88.9 54 54 102 42 90.7 91.4 Note (5) 10 92.24 290 44.5 159 114.3 70 70 114 48 116.1 116.8 Note (5) 11 117.6

5 350 50.8 190 141.3 79 79 127 54 143.8 144.4 Note (5) 11 144.46 380 55.6 235 168.3 86 86 140 58 170.7 171.4 Note (5) 13 171.48 470 63.5 298 219.1 102 114 162 64 221.5 222.2 Note (5) 13 222.2

10 545 69.9 368 273.0 108 127 184 72 276.2 277.4 Note (5) 13 276.212 610 79.4 419 323.8 117 143 200 77 327.0 328.2 Note (5) 13 328.6

14 640 85.8 451 355.6 130 156 213 83 359.2 360.2 Note (5) 13 360.416 705 88.9 508 406.4 133 165 216 86 410.5 411.2 Note (5) 13 411.218 785 101.6 565 457.0 152 190 229 89 461.8 462.3 Note (5) 13 462.020 855 108.0 622 508.0 159 210 248 93 513.1 514.4 Note (5) 13 512.824 1,040 139.7 749 610.0 203 267 292 102 616.0 616.0 Note (5) 13 614.4

95

ASME B16.5-2009

Table 18 Dimensions of Class 900 Flanges (Cont’d)

GENERAL NOTES:(a) Dimensions of Table 18 are in millimeters. For dimensions in inch units, refer to Mandatory Appendix II, Table II-18.(b) For tolerances, see section 7.(c) For facings, see para. 6.4.(d) For flange bolt holes, see para. 6.5 and Table 17.(e) For spot facing, see para 6.6.(f) For reducing threaded and slip-on flanges, see Table 6.(g) Blind flanges may be made with or without hubs at the manufacturer’s option.(h) For reducing welding neck flanges, see para. 6.8.

NOTES:(1) This dimension is for the large end of the hub, which may be straight or tapered. Taper shall not exceed 7 deg on threaded, slip-on, socket-welding, and

lapped flanges. This dimension is defined as the diameter at the intersection between the hub taper and back face of the flange.(2) For welding end bevel, see para. 6.7.(3) For thread of threaded flanges, see para. 6.9.(4) Socket welding flanges may be provided in NPS 1⁄2 through NPS 21⁄2, using Class 1500 dimensions.(5) To be specified by the Purchaser.

96

ASME B16.5-2009

Table 19 Templates for Drilling Class 1500 Pipe Flanges

Flange Stud Bolt With Nuts

O

L

Point height [Note (1)]

1 2 3 4 5 6 7 8 9

Length of Bolts,L

Drilling [Notes (2), (3)] [Notes (1), (4)]OutsideNominal Diameter Diameter of Diameter of Diameter of

Pipe Size, of Flange, Bolt Circle, Bolt Holes, Number of Bolts, 7-mm Male and Female/NPS O W in. Bolts in. Raised Face Tongue and Groove Ring Joint

1⁄2 120 82.6 7⁄8 4 3⁄4 110 100 1103⁄4 130 88.9 7⁄8 4 3⁄4 115 110 1151 150 101.6 1 4 7⁄8 125 120 125

11⁄4 160 111.1 1 4 7⁄8 125 120 125

11⁄2 180 123.8 11⁄8 4 1 140 135 1402 215 165.1 1 8 7⁄8 145 140 145

21⁄2 245 190.5 11⁄8 8 1 160 150 1603 265 203.2 11⁄4 8 11⁄8 180 170 1804 310 241.3 13⁄8 8 11⁄4 195 190 195

5 375 292.1 15⁄8 8 11⁄2 250 240 2506 395 317.5 11⁄2 12 13⁄8 260 255 2658 485 393.7 13⁄4 12 15⁄8 290 285 300

10 585 482.6 2 12 17⁄8 335 330 34512 675 571.5 21⁄8 16 2 375 370 385

14 750 635.0 23⁄8 16 21⁄4 405 400 42516 825 704.8 25⁄8 16 21⁄2 445 440 47018 915 774.7 27⁄8 16 23⁄4 495 490 52520 985 831.8 31⁄8 16 3 540 535 56524 1 170 990.6 35⁄8 16 31⁄2 615 610 650

GENERAL NOTES:(a) Dimensions of Table 19 are in millimeters, except for the diameters of the bolts and bolt holes, which are in inch units. For dimensions

in inch units, refer to Mandatory Appendix II, Table II-19.(b) For other dimensions, see Table 20.

NOTES:(1) The length of the stud bolt does not include the height of the points (see para. 6.10.2).(2) For flange bolt holes, see para. 6.5.(3) For spot facing, see para. 6.6.(4) Bolt lengths not shown in the table may be determined in accordance with Nonmandatory Appendix C (see para. 6.10.2).

97

ASME B16.5-2009

Tabl

e20

Dim

ensi

ons

ofCl

ass

1500

Flan

ges

Th

rea

de

d (

NP

S 1

/ 2 t

o 2

1/ 2

On

ly)

O

X [

No

te (

1)]

Q

Yt f

Y

Y

t fT

Sli

p-O

n W

eld

ing

(N

PS

1/ 2

to

21/ 2

On

ly)

O

La

pp

ed

O

X [

No

te (

1)]

X [

No

te (

1)]

B B

t f

We

ldin

g N

eck

OB

lin

d

So

ck

et

We

ldin

g (

NP

S 1

/ 2 t

o 2

1/ 2

On

ly)

O

D

BC

ol.

12

BX

[N

ote

(1)

]

Co

l. 10

Y

Ah

YB

t ft ft f

X

r

O

12

34

56

78

910

1112

1314

15

Leng

thTh

roug

hH

ubB

ore

Hub

Dia

met

erM

inim

umO

utsi

deB

egin

ning

ofTh

read

ed/

Thre

adLe

ngth

Min

imum

Wel

ding

Corn

erB

ore

Min

imum

Dia

met

erM

inim

umCh

amfe

rS

lip-O

n/Th

read

edS

lip-O

n/N

eck/

Rad

ius

ofCo

unte

rbor

eN

omin

alof

Thic

knes

sD

iam

eter

Wel

ding

Nec

k,S

ocke

tW

eldi

ngFl

ange

,S

ocke

tM

inim

umS

ocke

tLa

pped

Flan

geTh

read

edD

epth

ofPi

peS

ize,

Flan

ge,

ofFl

ange

,of

Hub

,A h

Wel

ding

,La

pped

,N

eck,

TW

eldi

ng,

Lapp

ed,

Wel

ding

,an

dPi

pe,

Flan

ge,

Soc

ket,

NPS

Ot f

X[N

ote

(2)]

YY

Y[N

ote

(3)]

BB

Br

QD

1 ⁄ 212

022

.338

21.3

3232

6023

22.2

22.9

Not

e(4

)3

23.6

103 ⁄ 4

130

25.4

4426

.735

3570

2627

.728

.2N

ote

(4)

329

.011

115

028

.652

33.4

4141

7329

34.5

34.9

Not

e(4

)3

35.8

1311 ⁄ 4

160

28.6

6442

.241

4173

3143

.243

.7N

ote

(4)

544

.414

98

ASME B16.5-2009

Tabl

e20

Dim

ensi

ons

ofCl

ass

1500

Flan

ges

(Con

t’d)

12

34

56

78

91 0

1 11 2

1 31 4

1 5

Leng

thTh

roug

hH

ubB

ore

Hub

Dia

met

erM

inim

umO

utsi

deB

egin

ning

ofTh

read

ed/

Thre

adLe

ngth

Min

imum

Wel

ding

Corn

erB

ore

Min

imum

Dia

met

erM

inim

umCh

amfe

rS

lip-O

n/Th

read

edS

lip-O

n/N

eck/

Rad

ius

ofCo

unte

rbor

eN

omin

alof

Thic

knes

sD

iam

eter

Wel

ding

Nec

k,S

ocke

tW

eldi

ngFl

ange

,S

ocke

tM

inim

umS

ocke

tLa

pped

Flan

geTh

read

edD

epth

ofPi

peS

ize,

Flan

ge,

ofFl

ange

,of

Hub

,A h

Wel

ding

,La

pped

,N

eck,

TW

eldi

ng,

Lapp

ed,

Wel

ding

,an

dPi

pe,

Flan

ge,

Soc

ket,

NPS

Ot f

X[N

ote

(2)]

YY

Y[N

ote

(3)]

BB

Br

QD

11 ⁄ 218

031

.870

48.3

4444

8332

49.5

50.0

Not

e(4

)6

50.6

162

215

38.1

105

60.3

5757

102

3961

.962

.5N

ote

(4)

863

.517

21 ⁄ 224

541

.312

473

.064

6410

548

74.6

75.4

Not

e(4

)8

76.2

193

265

47.7

133

88.9

...

7311

7..

...

.91

.4N

ote

(4)

10..

...

.4

310

54.0

162

114.

3..

.90

124

...

...

116.

8N

ote

(4)

11..

...

.

537

573

.119

714

1.3

...

105

156

...

...

144.

4N

ote

(4)

11..

...

.6

395

82.6

229

168.

3..

.11

917

1..

...

.17

1.4

Not

e(4

)13

...

...

848

592

.129

221

9.1

...

143

213

...

...

222.

2N

ote

(4)

13..

...

.10

585

108.

036

827

3.0

...

178

254

...

...

277.

4N

ote

(4)

13..

...

.12

675

123.

945

132

3.8

...

219

283

...

...

328.

2N

ote

(4)

13..

...

.

1475

013

3.4

495

355.

6..

.24

129

8..

...

.36

0.2

Not

e(4

)13

...

...

1682

514

6.1

552

406.

4..

.26

031

1..

...

.41

1.2

Not

e(4

)13

...

...

1891

516

2.0

597

457.

0..

.27

632

7..

...

.46

2.3

Not

e(4

)13

...

...

2098

517

7.8

641

508.

0..

.29

235

6..

...

.51

4.4

Not

e(4

)13

...

241

170

203.

276

261

0.0

...

330

406

...

...

616.

0N

ote

(4)

13..

...

.

GEN

ERA

LN

OTE

S:

(a)

Dim

ensi

ons

ofTa

ble

20ar

ein

mill

imet

ers.

For

dim

ensi

ons

inin

chun

its,

refe

rto

Man

dato

ryA

ppen

dix

II,Ta

ble

II-20

.(b

)Fo

rto

lera

nces

,se

ese

ctio

n7.

(c)

For

faci

ngs,

see

para

.6.

4.(d

)Fo

rfla

nge

bolt

hole

s,se

epa

ra.

6.5

and

Tabl

e19

.(e

)Fo

rsp

otfa

cing

,se

epa

ra6.

6.(f

)Fo

rre

duci

ngth

read

edan

dsl

ip-o

nfla

nges

,se

eTa

ble

6.(g

)B

lind

flang

esm

aybe

mad

ew

ith

orw

itho

uthu

bsat

the

man

ufac

ture

r’s

opti

on.

(h)

For

redu

cing

wel

ding

neck

flang

es,

see

para

6.8.

NO

TES

:(1

)Th

isdi

men

sion

isfo

rth

ela

rge

end

ofth

ehu

b,w

hic h

may

best

raig

htor

tape

red.

Tape

rsh

all

not

exce

ed7

deg

onth

read

ed,

slip

-on,

sock

et-w

eldi

ng,

and

lapp

edfla

nges

.Th

isdi

men

-si

onis

defin

edas

the

diam

eter

atth

ein

ters

ecti

onbe

twee

nth

ehu

bta

per

and

back

face

ofth

efla

nge.

(2)

For

wel

ding

end

beve

l,se

epa

ra.

6.7.

(3)

For

thre

adof

thre

aded

flang

es,

see

para

.6.

9.(4

)To

besp

ecifi

edby

the

Purc

hase

r.

99

ASME B16.5-2009

Table 21 Templates for Drilling Class 2500 Pipe Flanges

Flange Stud Bolt With Nuts

O

L

Point height [Note (1)]

1 2 3 4 5 6 7 8 9

Length of Bolts,L

Drilling [Notes (2), (3)] [Notes (1), (4)]OutsideNominal Diameter Diameter of Diameter of Diameter 7-mm

Pipe Size, of Flange, Bolt Circle, Bolt Holes, Number of of Bolts, Raised Male and Female/NPS O W in. Bolts in. Face Tongue and Groove Ring Joint

1⁄2 135 88.9 7⁄8 4 3⁄4 120 115 1203⁄4 140 95.2 7⁄8 4 3⁄4 125 120 1251 160 108.0 1 4 7⁄8 140 135 140

11⁄4 185 130.2 11⁄8 4 1 150 145 15011⁄2 205 146.0 11⁄4 4 11⁄8 170 165 170

2 235 171.4 11⁄8 8 1 180 170 18021⁄2 265 196.8 11⁄4 8 11⁄8 195 190 205

3 305 228.6 13⁄8 8 11⁄4 220 215 2304 355 273.0 15⁄8 8 11⁄2 255 250 260

5 420 323.8 17⁄8 8 13⁄4 300 290 3106 485 368.3 21⁄8 8 2 345 335 3558 550 438.2 21⁄8 12 2 380 375 395

10 675 539.8 25⁄8 12 21⁄2 490 485 51012 760 619.1 27⁄8 12 23⁄4 540 535 560

GENERAL NOTES:(a) Dimensions of Table 21 are in millimeters, except for the diameters of the bolts and bolt holes, which are in inch units. For dimensions

in inch units, refer to Mandatory Appendix II, Table II-21.(b) For other dimensions, see Table 22.

NOTES:(1) The length of the stud bolt does not include the height of the points (see para. 6.10.2).(2) For flange bolt holes, see para. 6.5.(3) For spot facing, see para. 6.6.(4) Bolt lengths not shown in the table may be determined with Nonmandatory Appendix C (see para. 6.10.2).

100

ASME B16.5-2009

Table 22 Dimensions of Class 2500 Flanges

Threaded

(NPS 1/2 to 21/2 Only)

O

X [Note (1)]Q

YtfYT

Lapped

O

X [Note (1)]B

tf

Welding Neck

OBlind

O

Ah

YB

tftf

X

r

1 2 3 4 5 6 7 8 9 10 11 12 13

CornerHub Diam. Minimum BoreBeginning Thread Radius of

Outside of Chamfer Length Lapped MinimumLength Through Hub BoreNom. Diam. Min. Welding Threaded Flange Counterbore

Pipe of Thickness Diam. Neck, Welding Flange, Min. Welding and ThreadedSize, Flange, of Flange, of Hub, Ah Threaded, Lapped, Neck, T Lapped, Neck, Pipe, Flange,NPS O tf X [Note (2)] Y Y Y [Note (3)] B B r Q

1⁄2 135 30.2 43 21.3 40 40 73 29 22.9 Note (4) 3 23.63⁄4 140 31.8 51 26.7 43 43 79 32 28.2 Note (4) 3 29.01 160 35.0 57 33.4 48 48 89 35 34.9 Note (4) 3 35.8

11⁄4 185 38.1 73 42.2 52 52 95 39 43.7 Note (4) 5 44.411⁄2 205 44.5 79 48.3 60 60 111 45 50.0 Note (4) 6 50.6

2 235 50.9 95 60.3 70 70 127 51 62.5 Note (4) 8 63.521⁄2 265 57.2 114 73.0 79 79 143 58 75.4 Note (4) 8 76.2

3 305 66.7 133 88.9 . . . 92 168 . . . 91.4 Note (4) 10 . . .4 355 76.2 165 114.3 . . . 108 190 . . . 116.8 Note (4) 11 . . .

5 420 92.1 203 141.3 . . . 130 229 . . . 144.4 Note (4) 11 . . .6 485 108.0 235 168.3 . . . 152 273 . . . 171.4 Note (4) 13 . . .8 550 127.0 305 219.1 . . . 178 318 . . . 222.2 Note (4) 13 . . .

10 675 165.1 375 273.0 . . . 229 419 . . . 277.4 Note (4) 13 . . .12 760 184.2 441 323.8 . . . 254 464 . . . 328.2 Note (4) 13 . . .

101

ASME B16.5-2009

Table 22 Dimensions of Class 2500 Flanges (Cont’d)

GENERAL NOTES:(a) Dimensions of Table 22 are in millimeters, except for the diameter of the bolts and bolt holes, which are in inch units. For dimensions

in inch units, refer to Mandatory Appendix II, Table II-22.(b) For tolerances, see section 7.(c) For facings, see para. 6.4.(d) For flange bolt holes, see para. 6.5 and Table 21.(e) For spot facing, see para 6.6.(f) For reducing threaded and slip-on flanges, see Table 6.(g) Blind flanges may be made with or without hubs at the manufacturer’s option.(h) For reducing welding neck flanges, see para 6.8.

NOTES:(1) This dimension is for the large end of the hub, which may be straight or tapered. Taper shall not exceed 7 deg on threaded, slip-on,

socket-welding, and lapped flanges. This dimension is defined as the diameter at the intersection between the hub taper and backface of the flange.

(2) For welding end bevel, see para. 6.7.(3) For thread of threaded flanges, see para. 6.9.(4) To be specified by the Purchaser.

102