We Seamless Pipe
lw.' Mheec hAamnniiecacacl aE nSgocoininceieieetr o f
ASM
G. OM
( R e v i s i o n A S M 8 3 0 .1. 1 0 2 0 0 0
Copyrjg CopyrjghlAS hlASME
rntematlcne c ne
Provided by I H u nd nd e j lc lc en en s N o r t:t: =p =p ro ro dl dl 1c 1c tk tk l o r r ll8 8 tw tw or or k kii n
w it h A SM SM E p er er mi mi Ue Ue d w ltlt ho ho u
S ol ol d t o: o: IH IH S S ta ta nd nd i'i' ud ud s S to to r r llc c en en e
f ro ro m I H
N o t o R -e -e sa sa le ,0 ,0 1/ 1/ 10 10 12 12 00 00 S
p ur ur c ha ha se se , 4 09 09 55- 7 2 3~ 3~ 44 44 ~4 ~4 3 M S T
at
il be
addend
writte
an
vi So ie in er retation of th requir
ents
is this St ndar issu
an
da
ns
pr
or
nd regulatory
entirely
agencies
thei
ow
an
th
a cc ep t
gi
da
ha
an
ut
r e p on si bi li t
or
od f o o nl y t ho s
de
d.
i nt er pr et a i on s
o f t hi s d oc um en t
de
er
et it
he
Th T hr e
m er ic a ar
o ci e v en ue ,
i ss ue d i n a cc or da nc e w i
at
he pe
of ew
is
e ch an ic a or
n gi ne er s
N Y 1 00 16 ·5 99 0
Copyright TH AMERICAN SOCIEl
OF MECHANICAL ENGINEER
l l r ig ht s r es er ve d P ri n e d i n
l ic en s
nd
al
public-at-large.
pr
COPYIIg hl ASME lnternaucner p ro vj de d b y I H u nd e l ic er l- !; e w it h A SM E N o r ep ro du ct io n o r n et wu rk in g p er mi tt e w it ho u
di
responsibility du
5M
of
il to hi edition.
f ro m I H
. S. A
S ol d I O: IH S S ta nd ar d S to r P ur ch as e 4 0' 95 7 N o f o R es al e, 01 /1 01 20 0 2 3: 44 :4 3 M S
th
e st ab li sh e
CONTENTS
. .. . .. .. .. .. . .. .. .. .. . . .. . .. .. .. .. .. .. . . .. .. .. .. . . .. .. .. . .. .. .. . .. .. .
. . . . . . .. . . . . . . . .. . . . . . . .. . . .. . . . . . . . .. . . .. . . .. . . . . . . . . . . .. . . . . . . . . . . . . . .
. .. . . .. . . .. . . . .. . . .. . . . .. . . .. . . .. . . . .. .. . . .. . .. . . .. . . . .. . . . .. . . . .. . .
................ ................................ ........... Table
Copyrig ht provide
ASM b)llH
lntematlonal unde jcenae with ASM
No reprOOLJclionor networklli :g permitt ed wshoutncense f m
IH
S ol d l o: IH S S ta nd ar d S to r P ur ch as e 4 09 57 6 N o f o R a~ ~l e. 01 /1 0f 20 0 2 3: 44 :4 3 M S
FOREWORD
fo
ri inal
esig
an
spec ficati
IS
In IS
IS ro
ro
In
iv Copyrig ht ASM Inlo f'l rn1}tjonal provided boyIHSunde jicen
p er mi l e
w tb ou t
l ic en s
f ro m I H
Sol t(l: ~H Star.da.rds Store Purchase. 409576 Not for A:esa~e,01/10/200 23:44:43 MS
od
d ard
na
un
pp
75
ou
fo
ul
re
he re
dd
rs
ra
n J
pe
r,
rs
ro
, 1
na
hi
fi
on
19,1985. na
ds
5.
gh
or on
ro
on
rd
99 he
00
Dece be
re
fo
o-
1, 2000
1. This editio
Copyr~hl ASM l r n e r n e n o n s l ProvtrlAri by IH unde ncense with ASM
N o r ep md uc ti ar l
o r n et wo rk in g
p er mr ne c w it ho u t ic en a e kern lHS
Sol to:IHS Staooa.rd Store p.,.rcl1:o.se,409576 N o t f o R es a le ,0 1/ 10 r. :O O S 2 3~ 44 ~4 3 M S T
OFFICERS A. Gruber, Chair H. Karian, Secretary
C O MM IT T E F . M . Christensen,
C hr is te ns e
A. C oh en , A r h u C oh e er ea J.
W.
LT
Holliday,
K. O.
he
M e a ll ur gi ca l
C on su l i ng ,
I nc .
Associates ub
o.
t ee l C o
Ingels, American ri
P ER SO NN E
ri
as Association,
Inc.
o ci e
e ch a
of
al
ne rs
rn an
A . R . Machell, Jr la
um um
n,
R . N . Rau
vi CODyrig'hlASME International P ro vi de d D I" r H u nd e l ic e ns e with ASME N o r ep ro du cl io n
o r n e tw or ki n
p er mi tt e
w it ho u l ic en s
f ro m ! H
So I Q I H S ta l d "r d S to r P ur -c ha se , 4 Q9 57 6 N o f o R es al o' !, ml l0 12 0[ l 2 3: 44 :4 3 M S
ASM
B36.10M·2004
OU
is
symbol atic
equation
or formulas
Wpe
he word pipe appl
to tubula
tube, to produc
nd
ofdi ension di
rr
nd
co
on
hi
us
ne
nu s.
ontrast, th
nd
00 kilogram
outsid
ul
ng
pe
eter
fo pe
t)t
where
pipe size (D
00
di (O
ou in
na
athe
tica
equation
or formulas
Wpc
es 0.01 kg/m (I ou
ox re
"standard.
no inal
fi
ua
no
kn
ro n d
r-
re
P E RM IS S I L E V A R A T IO N
rr
size
to th variou tion
specifications available. Permissibl
fo di ension
re indicate
in ea
varia-
sp cification
MA ar
fo products covere
in
ST
specifications B1.20.1,
WA he
Threads,
CK om
re
able 1.
hr
eneral Purpos
d in g
da
W A L T H C KN ES S
calcul te
usin
th
followin pc
formul
ci ll
used designat on
th Foreword
w it h A SM E p er mi tt e w nn ou tn ce ns e
I!
fo
th Schedule
an
years. As explaine
umbers
er
in
subs qu ntly
in ordering 250), inclusive.
S o l- d i o: IH S f ro m I H
1.
E S G N AT I N S
t)t
where
Copyrigl1tASM tntematlo rel p(ovined by I H u nd e l ic en s N o r ep ro du c~ io f o r n et wo rk in g
Pipe
(Inch)
S te nc ar c
S to r
P ur ch as e
N o t f o r R e . s . a .l e ,0 1 f1 0 l 20 0 6 2 3 : 44 : 4
4 0 9 57 6
MST
ll larger size of
tandar
ASM
WE
B36.10M-2004
have'Y in (953
m) wall hi kn sses
Extra-Strong
inclusive, (12.70 mm
ED
AM
SS WR UG
E L P IP E
nd 1 , - 2 in.
wall thicknesses. o d s, ro
du
5L
be as no
ra-S ro re
onsidere
of
ily u p
Copyrig ht ASM tntemetlonal P ro vi de d b y I H u nd e l ic en s w it h A SM E N O r e pr oo uc l C- 1 o r n el WO tk ln g p er mi ll e w it ho u
re
n ee ns e f ro m I H
op
fr
fi
prac ical to establis
hi rn
ne pr
nd
pe ds
fr
on
Schedule
ri
r-
un
S o l d 1 0 :1 1 -1 5St
WELDED AN
SEAMLESS WROUGH
Customar
ASM
STEE PIPE
Identification
Unit
(Stand ar Extra-Strong
B36.10M-2004
SI Unit
(STD),
O
NPS
ON
[Note (1)]
[Note (2))
Stron
10 30 40
STD
.10 30 (3) (3 10
10 30 40
STD
10 10 10
STD
10
15 15
30 40
15 15 15
160
15 15 20 20 20
10 30 40
STD
20 20 20
160 XX 1.315 1.315
co~~rigM ASM
1.315
0.065 0.109 0.114
1.315
0.133
1.315 1.315 1.315
0.179 0.250 0.358
2.17 2.85
XS
3.66
XX
1.660 1.660
0.065
1.11
20
0.87 1.41 1.46 1.68
STD
1.660
0.109 0.117
1.660
0.140
1.81 1.93 2.27
1.660
0.191
3.00
1.660 1.660
0.250
3.77
0.382
5.22
1.900 1.900 1.900
0.065 0.109 0.125
1.28
1.900
0.145
2.72
STD
1.900
0.200 0.281
3.63
XS
1.900 1.900
0.400
STD
33.4 33.4
1.65 2.77
1.29 2.09
25 25
33.4
33.4
2.90 3.38
2.18 2.50
80
25
160
25 25
33.4 33.4
4.55 6.35
3.24 4.24
33.4
9.09
5.45
32 32
42.2 42.2
1.65
10
2.77
1.65 2.69
30 40
32 32
42.2 42.2
2.97
2.87
3.56
3.39
32
42.2 42.2
4.85 6.35
4.47
32 32
42.2
9.70
7.77
40 40 40 40
48.3
48.3 48.3
1.65 2.77 3.18
1.90
10 30 40
48.3
3.68
4.05
80
40
48.3
40 40
48.3 48.3
5.08 7.14 10.15
5.41
160
160
XS
2.09 2.37
4.86 6.41
25 25
10 30 40
XS
International
provid-ei. l by II-ESunder licens N O r e p ro du ct io n o r n .e rw or kl n
wit ASME p er mt te d w it ho ul li os ns e
So f ro m r H
NO
toIH for
S ta .n da rd s
S to r
Re§3Ia,01/10f200a
P ur ch as e 23;44:43
MS
4 { 9 57 6
5.61
3.11
3.53
7.25 9.55
Tabl
imen ions an Customar
eights of Welded an Seamless Wrough Stee Identification
Unit
[Standar
Outside NPS [ No t
Diameter,
( 1) ]
Extra-Stron Thickness,
in.
in.
IbjFt
SI Unit
(STD), (XS)
ou Strong (XXS)]
Diameter,
Thickness,
Mass,
No.
[Note (2)J
mm
mm
kg/m
1.61
0.083
2.03
0.109
2.64
10
0.125
3.01
30
2.375 2.375 2.375 2.375
0.141
0.188
3.37 3.66 4.05 4.40
2.375 2.375 2.375 2.375 2.375
0.218 0.250 0.281 0.344 0.436
5.03 5.68 6.29 7.47 9.04
2.875 2.875 2.875 2.875
0.083 0.109
2.48 3.22 3.53 3.67
2.875 2.875 2.875 2.875
0.141
0.172
0.120 0.125
0.156
4.12 4.53
0.172
4.97
0.188
5.40
2.875 2.875 2.875 2.875
0.203
0.276
5.80 6.14 7.02 7.67
2.875
0.375 0.552
10.02 13-71
3.500
0.083 0.109
3.500
0.120
3.500
0.125
3.03 3.95 4.34 4.51
3.500
0.141
3.500
0.156
3.500
3.500
0.172 0.188 0.216 0.250 0.281 0.300 0.438
8.69 9.67 10.26 14.34
3.500
0.600
18.60
4.000
0.083
4.000 4.000
0.109
3.48 4.53 4.98 5.18
0.216
0.250
3.500
3.500 3.500 3.500 3.500 3.500
0.120 0.125
4.000 4.000
0.141
4.000
0.156
4.000
0.172 0.188
4.000
w it h A SM E p er mi tt e w lt ho u l ic en s
STD
XXS
5.82 6;41 7.04 7.66
60.3 60.3 60.3 60.3
2.77 3.18
50 50 50 50
60.3 60.3 60.3 60.3
3.58 3.91 4.37 4.78
50
60.3 60.3 60.3
5.54 6.35 7.14 8.74
30
40
160 XXS
10
STD
XS
30 40
80 160
10
30
S to r
1.65
11.11
2.11
2.39 3.03 3.93 4.48
5.01 5.44 6.03 6.54 7.48
8.45 9.36
50 50 50
60.3
60.3
11.07
13.44
65 65
73.0
2.11
73.0 73.0 73.0
2.77
3.05 3.18
3.69 4.80 5.26 5.48
65 65 65 65
73.0
3.58
6.13
73.0 73.0 73.0
3.96
6.74
4.37 4.78
7.40
65 65
73.0 73.0
8.63 9.14
65
73.0
5.16 5.49 6.35
10.44
65
73.0
7.01
11.41
65
73.0
65
73.0
9.53 14.02
14.92 20.39
80 80
88.9
80
88.9
80
88.9
2.11 2.77 3.05 3.18
4.52 5.88 6.46 6.72
80
88.9
80
88.9
80
88.9
7.53 8.30 9.11
80 80
3.58 3.96 4.37
88.9
4.78
9.92
88.9
5.49
80
6.35
80
88.9 88.9
11.29 12.93
80
88.9
80 80
88.9 88.9
7.14 7.62 11.13 15.24
90
101.6
2.11
5.18
90
101.6
90 90
101.6 101.6
2.77 3.05
6.75 7.41
3.18
7.72
90
101.6 101.6
90
101.6
90
101.6
3.58 3.96 4.37 4.78
8.65
90
65
S ol d t o: IH S s te nd ar d f ro m I H
50 50 50 50
65
10
5.06 5.58 6.12 6.66 7.58
40
160
STD
nd
Wall
DN
0.065
0.154
P la i
Outside Schedule
2.375 2.375 2.375 2.375
2.875
co~yrig hl ASM:E mternational p (o vi cl e b y I H u nd e l ic en s N o r o' !p fo dc tc ti o o r n et wo rk in g
Weight,
ip (Cont'd)
p ur ch as e
88.9
4 09 57 6
8.04
14.40
15.27 21.35 27.68
9.54 10.48 11.41
Tabl
Di en ions an Weight Customar
Welded an
ea le
Wrough St el
Identification
Unit
SI Unit
[Sta dard (STD), l ai n
nd
Extra-Stron
(XS)
NPS
Weight,
bl
Schedule
[Note (1)1
Ibjft
Strong (XXS)I
No.
DN [ No t
( 2) ]
9.12
Outside
Wall
l ai n E n
Diameter,
Thickness.
Mass,
mm
mm
kgjm
101.6
10.02
90
101.6
5.74 6.35
13.57 14.92
11.17
90
101.6
7.14
16.63
12.52
90
101.6
8.08
18.64
4.500
0.083
3.92
100
114.3
2.11
4.500
0.109
5.12
100
114.3
2.77
5.84 7.62
4.500
0.120
5.62
100
114.3
3.05
8.37
4.500
0.125
5.85
100
114.3
3.18
8.71
4.500
0.141 0.156
6.57
100
114.3
3.58
9.78
4.500
7.24
100
4.500
0.172
3.96 4.37
10.78 11.85
4.500
0.188
7.96 8.67
114.3 114.3 114.3
4.78
12.91
4.500 4.500
0.203
9.32 10.02
114.3 114.3
5.16 5.56
13.89
0.219
4.500
0.237
10.80
6.02
4.500
0.250
11.36
100
114.3 114.3
6.35
16.08 16.91
4.500
0.281 0.312
12.67
100 100
114.3
7.14
18.87
4.500
7.92
20.78
4.500
0.337
15.00
100
114.3 114.3
22.32
4.500
0.438
19.02
100
114.3
8.56 11.13
4.500
0.531 0.674
22.53
4.500 5.563
0.083
5.563
4.86 6.36
5.563
0.109 0.125
5.563 5.563 5.563
10
30
100 100 100 100
40
13.97
XS
80 120
100
14.91
28.32
114.3
13.49
33.54
100
114.3
17.12
41.03
125
141.3 141.3
2.11 2.77
7.24
7.27
125 125
141.3
3.18
10.83
0.134
7.78
125
141.3
3.40
11.56
9.02
141.3
3.96
13.41
10.80 12.51
125 125
141.3 141.3
4.78
16.09
5.563
0.156 0.188 0.219
5.56
18.61
5.563
0.258
14.63
141.3
6.55
21.77
5.563
0.281
15.87
125
141.3
7.14
23.62
5.563
0.312
17.51
125
141.3
7.92
26.05
5.563
19.19
125 125
141.3
8.74
28.57
5.563
0.344 0.375
141.3
9.53
30.97
5.563
0.500
27.06
120
125
0.625
32.99
160
12.70 15.88
5.563
0.750
38.59
125 125
141.3 141.3
40.28
5.563
141.3
19.05
57.43
27.57
XXS
40
20.80
XXS
125 125
9.46
49.12
6.625
0.083
5.80
150
168.3
2.11
8.65
6.625
0.109
150
168.3
2.77
11.31
6.625 6.625
0.125
7.59 8.69
150
168.3
3.18
12.95
0.134
9.30
150
168.3
3.40
13.83
6.625
0.141
9.77
150
168.3
3.58
14.54
6.625
0.156
150
168.3
3.96
16.05
6.625
0.172 0.188
10.79 11.87
150
12.94
150
168.3 168.3
4.37 4.78
17.67 19.28
13.94
150
168.3
15.00 17.04
150
168.3
5.16 5.56
22.31
150
168.3
6.35
25.36
150
168.3
7.11
28.26
6.625 6.625 6.625 6.625 6.625
Copyrig htASM jntemanonel ? ro vi d- e b y t H o nd e l ic en s N O r el 'l ro du r: :l io n o r n eM or Xi n
ip (Cont'd)
w it h A SM E p er mu te d w hb oc tr lc en s
f ro m I H
0.203 0.219 0.250 0.280
18.99
40
S ol d l oJ H B te nd ar d S to r P ur ch as e 409576 No'll fo Ra~ale,01/10f200a 23:44;43 MS
20.76
able
Dimensions an Weig ts of Welded an Seamle Customar
Identification
Unit
[Standar PLain En
NPS [ No t
Weight,
( 1) ]
Wrough Stee Pipe Cont'd
Lb/tt
Extra-Strong
SI Unit
(STD), (XS)
or DoubLe Extr Strong (XXS)]
Outside ScheduLe No.
DN [Not
(2)]
WaLL
PLain En
Diameter,
Thickness,
Mass,
mm
mm
kg/m
21.06
150
168.3
7.92
23.10
150
168.3
8.74
31.33 34.39
150
168.3 168.3
9.53
37.31
150
10.97
42.56
150
168.3
12.70
48,73
150
168.3
14.27
54.21
150
168.3
15.88
59.69· 67.57 70.12
25.05 28.60
80
6.625
0.500
32.74
6.625
0.562
36.43
6.625
0.625
40.09
6.625
0.719
45.39
150
168.3
18.26
6.625
0.750
150
0.864
150
168.3 168.3
19.05
6.625
47.10 53.21
6.625
0.875
53.78
150
168.3
8.625 8.625 8.625
0.109
9.92 11.36 13.41
200 200
219.1
0.125 0.148
8.625
0.156
14.12
8.625
0.188
8.625
0.203
8.625
120
160
21.95 22.23
79.22
219.1
2.77 3.18
14.78 16.93
200
219.1
3.76
19.97
200
219.1
3.96
21.01
16.96
200
25.26
200
219.1 219.1
4.78
18.28
5.16
27.22
0.219
19.68
219.1
5.56
29.28
8.625
0.250
22.38
20
200 200
219.1
6.35
33.32
8.625
0.277 0.312
24.72
30
200
219.1
7.04
36.82
200
219.1
7.92
41.25
200 200
219.1
8.18
42.55
219.1
8.74
45.34
200
219.1
200
219.1
9.53 10.31
49.25 53.09
200
219.1
200
219.1
11.13 12.70
64.64
8.625 8.625
0.322
27.73 28.58
8.625
0.344
30.45
8.625
0.375 0.406
33.07
0.438
8.625 8.625
10
ID
35.67
8.625
0.500
38.33 43.43
8.625
0.562
48.44
8.625
51.00
8.625
0.594 0.625
8.625
0.719
8.625
0.750
8.625
0.812
8.625
0.875
72.49
8.625
0.906
8.625
1.006
74.76 81.51
40
60
80.08
57.08
200
219.1
14.27
100
200 200
219.1
15.09
219.1
15.88
60.77
20
200
219.1
18.26
63.14 67.82
200
219.1
19.05
140
20
219.1
20.62
93.98 100.93
200
219.1
22.23
107.93
200
219.1
111.27
200
219.1
23.01 25.40
53.45
XXS
160
72.08 75.92 79.59 90.44
121.33
10
10.750
0.134
15.21
250
10
273.0
10.750
3.40
22.61
0.156
17.67
250
10.750
3.96
26.27
10
0.165
18.67
250
273.0 273.0
27.78
10
10.750
4.19
0.188
250
273.0
4.78
31.62
10
10
10.750
0.203
22.89
250
273.0
10.750
5.16
34.08
10
0.219
24.65
250
10.750
5.56
10
28.06
10
10.750
0.250 0.279
273.0 273.0
31.23
6.35 7.09
36.67 41.76 46.49
10
10.750
0.307
34.27
10
10.750
0.344
10
10.750
0.365
38.27 40.52
10
10.750
0.438
48.28
Copyri9 ht ASME Inle rJ1ali Dn;
f ro m I H
20
250 250
273.0
7.80
51.01
8.74
250
273.0 273.0
9.27
56.96 60.29
25
273.0
11.13
71.88
250 40
S ol d t o: IH S S ta nd ar d N ol fo rR es al e< 01 /1 01 20 0
273.0
S to r P Ur ch as e 4 09 57 6 2 3: 44 :4 3 M S
able
imension an C us to ma r
eights of Welded an [Standar Extra·Stron
Diameter,
Thickness,
Weight,
in.
in.
lb/ft
10 10
10.750
0.500
54.79
10.750
61.21
10
10.750
0.562 0.594
10
10.750
10 10
[ No t
( 1) ]
Wrough
or
bl
SI Unit
(STD), (XS) ra
Strong (XXS)]
Schedule No.
60 80
0.625
64.49 67.65
10.750
0.719
77.10
100
10.750
0.812
86.26
10 10
10.750
0.844
10.750
0.875
89.38 92.37
10
10.750
0.938
98.39
10
10.750
1.000
104.23
10
10.750
1.125
115.75
10
10.750
1.250
12
12.750
12
12.750
12
120
DN [ No t
( 2) ]
Outside
Wall
Diameter,
Thickness,
la Mass,
mm
mm
kg/m
250
273.0
12.70
81.53
250
273.0
14,27
91.05
250 250
273.0 273.0
15,09
95,98
15.88
100.69
250
273.0
18.26
114.71
250
273.0
20.62
128.34
250
273,0
133,01
250
273.0
21.44 22.23
137.48
250
273.0
23.83
146.43
140
250
273.0
25.40
155.10
160
250
273,0
28,58
172,27
126.94
250
273.0
31,75
188,90
0.156 0.172
21.00 23.13
300 300
323,8 323,8
3,96
31,24 34,43
12.750 12.750
0.180
24.19
300
323.8
4.37 4.57
0.188
25.25
300
323.8
4.78
37.61
12.750
0.203
27.23
300
323.8
0.219
29.34
300
323,8
5.16 5,56
40.55 43,64
12
12.750 12.750
0.250
33.41
300
323.8
6.35
49.71
12
12.750
0.281
37.46
300
323.8
7.14
55.76
12
12.750
0.312
41.48
300
323,8
7.92
61.70
12
12.750
0.330
43.81
323,8
8,38
12
12.750
0.344
45.62
300 300
323.8
8.74
65.19 67,91
12
12.750
0.375
49.61
300
323.8
9.53
73.86
12
12.750 12.750
0.406 0.438
53.57
12 12
0.500
12
12.750 12.750
57.65 65.48
0.562
73.22
12
12.750
0.625
81.01
12
12.750
0.688
88.71
12 12
12.750
0.750
12.750
12 12 12
12 12 12
XXS
10
20
30 STD
35,98
323.8
10.31
79,71
300
323.8
85.82
300 300
323.8 323.8
11.13 12,70
300 300
323.8 323.8
96.21
300
0.812
103.63
12.750
0.844
107.42
12.750
0.875
12.750
12
14.27
97.44 108,93
15.88
120.59 132,05
323.8
17.48 19.05
300
323,8
20.62
154,17
300 300
323,8 323.8
21.44 22.23
159,87
111.08
0.938
118.44
300
323.8
23.83
176.29
12.750
1.000
125.61
300
323,8
25.40
186.92
12
12.750
300
323,8
26.97
197.43
12.750
1.062 1.125
132.69
12
300
28,58
208,08
12 12
12.750
1.250
153.67
300
323.8 323.8
228.68
12.750
1.312
160.42
300
323,8
31.75 33,32
14
14.000
0.156
355,6
3,96
34,34
14.000 14.000
0.188
23.09 27,76
350
14 14
350
4.78
41.36
5.16
14.000
29.94 30,96
350
14
0.203 0.210
355.6 355,6
350
355.6
5.33
44.59 46.04
14
14.000
0.219
32,26
5.56
48,00
14.000
0.250
36.75
350 350
355,6
14 14
355.6
14.000
0.281
41.21
350
355,6
6.35 7.14
54.69 61.36
14
14.000
0.312
45.65
350
355.6
7,92
67,91
139.81
80
100
20
140 60
10
Cop~righ ASME jntcmatlonat
P ro O' Ii de d b y I H u nd e l ic en s N o r ep ro cu cu o o r n et wo rk in g
teel Pipe (Cont'd)
Identification
U n it s
Outside NPS
ea le
w it h A SM E p er mi tt e w it ho ~J I t l ce ns e f ro m [ H
S ol d l o: IH S S ta nd ar d S to r P ur ch as e 4 09 57 6 N o f o R es al e, 01 J1 01 20 0 2 3: 44 :4 3 M S
143.17
165.33
238.69
Tabl
imen ions an Customar
eights of
D ia m
hi
in.
[Standar nd
Weight, in.
rought Stee
Identification
Unit P la i
NPS [ No t ( 1) ]
elde an Seamle
lb/ft
Extra-Stron
SI Unit
(STD), (XS)
ub Strong (XXS)]
ip (Cont'd)
Outside
Walt
Schedule
DN
Diameter,
Thickness,
No.
[Note (2)]
mm
mm
350
355.6
8.74
74.76
350
355.6
81.33
350
355.6
9.53 10.31
350
355.6
11.13
94.55
P la i
nd
Mass, kg/m
14
50.22
14
54.62
14
59.00
14
63.50
14
67.84
350
355.6
11.91
100.95
14
72.16
350
355.6
12.70
107.40
14
80.73
350
355.6
14
85.13
350
355.6
14.27 15.09
120.12 126.72
350
355.6 355.6
15.88 17.48
133.04
350 350
355.6
19.05
145.76 158.11
ST
30 40
60
87.79
14
14.000
0.625
14
14.000
0.688
89.36 97.91
14
14.000
0.750
106.23
14 14
14.000
0.812
114.48
350
355.6
20.62
170.34
14.000
0.875
122.77
14.000
130.98
22.23 23.83
14
14.000
0.938 1.000
355.6 355.6
182.76
14
350 350 350
355.6
25.40
206.84
14
14.000
1.062
138.97 146.88
350
355.6
26.97
218.58
14 14
14.000
1.094
150.93
350
355.6
27.79
224.66
350
355.6
28.58
230.49
14
14.000
1.250
170.37
140
350
355.6
31.75
253.58
14
14.000
1.406
189.29
160
350
355.6
35.71
281.72
14
14.000
350
355.6
50.80
381.85
14.000
2.000 2.125
256.56
14
269.76
350
355.6
53.98
401.52
14 14
14.000
2.200
277.51
2.500
307.34
350 350
355.6 355.6
55.88 63.50
413.04
14.000
16
16.000
0.165
27.93
400
41.56
16.000
0.188
31.78
400
406.4 406.4
4.19
16
4.78
47.34
16
16.000 16.000
0.203
34.28
400
406.4
5.16
51.06
0.219
36.95
400
406.4
5.56
54.96
16.000
0.250
42.09
16.000
0.281
47.22
16.000
52.32
16.000
0.312 0.344
16.000
0.375
16.000
0.406
62.64 67.68
i:
16.000
0.438
16
16.000
0.469
16 16
16.000
0.500
82.85
16.000
92.75
400
16
16.000
0.562 0.625
16
16.000
0.656
.102.72 107.60
16
16.000
0.688
16
16.000
0.750
16 16
16.000
0.812
16.000
16 16 16 16
16
16
80
100
120
14.000
194.98
457.43
406.4
6.35
62.65
400
406.4
7.14
70.30
400
406.4
7.92
77.83
400
406.4
8.74
85.71
400
406.4
9.53
93.27
406.4
10.31
100.71
72.86
400 400 400
406.4 406.4
11.13 11.91
108.49
77.87
406.4
12.70
123.31
406.4
14.27
138.00
400
406.4
15.88
152.94
400
406.4
16.66
160.13
112.62 122.27
400
406.4
17.48
167.66
400
406.4
19.05
181.98
400 400
406.4 406.4
20.62 21.44
196.18
0.844
131.84 136.74
16.000
0.875
141.48
22.23
210.61
0.938
151.03
400 400
406.4
16.000
406.4
23.83
16.000 16.000
1.000
160.35
400
406.4
25.40
224.83 238.66
1.031
164.98
400
406.4
26.19
245.57
rmernanoret p(Qvide-d b- I H u nd e n ce ns e w it h A SM E No r ep ro c ju cl lL l o r " er wv or id n p er m it te d w it ho u
20
57.57 STD
30
XS
80
100
CopyrightASME
l ic e ns e
f ro m
IH
S ol d t o: IH S S ta ri da rd s S to r P ur ch as e 4 09 57 6 N o f o R e· sa ~e .0 11 10 12 00 8 2 3 4 4 4 3 M S T
115.87
203.54
WELDE
AN
SEAMLESS WROUGH
Tabl
STEE PIPE
ASM
Di en ions an Weight of Customar
elde an Seamle
SI Unit
[Sta dard (STD), Extra-Strong
NPS
(XS)
ub
[Note (l)]
Strong ( X X S ) ]
Schedule
DN
No.
[Note (2)]
16.000
1.062
169.59
400
406.4
26.97
252.37
16
16.000
1.125
178.89
400
406.4
28.58
266.30
16
16.000
1.188
188.11
400
406.4
30.18
280.01
16
16.000
1.219
192.61
120
400
406.4
30.96
286.66
16
16.000
1.250 1.438
140
400 400
406.4 406.4
293.35
16.000
197.10 223.85
31.75
16
333.21
16
16.000
1.594
245.48
160
400
406.4
36.53 40.49
18
18.000 18.000
0.165
31.46
450
457
4.19
46.79
35.80
450
457
4.78
41.63
450 450
457
5.56
53.31 61.90
457
6.35
70.57
450
457
7.14
79.21
450
457
7.92
87.71
450
457
8.74
96.62
450
457
9.53
105.17
450
457
10.31
113.58
450
11.13 11.91
122.38
450
457 457
450
457
12.70
139.16
450
457
14.27
155.81
457
15.88
172.75
457 457
17.48
189.47
19.05
205.75
18 18
18.000
0.188 0.219
18.000
0.250
47.44
18
18.000
0.281
53.23
18
0.312
18
18.000 18.000
0.344
58.99 64.93
18
18.000
0.375
70.65
18
18.000
0.406
76.36
18
18.000
0.438
82.23
18.000
0.469
18
18.000
0.500
93.54
18
18.000
0.562
104.76
18
18.000
0.625
116.09
18
18.000
0.688
127.32
450 450
18
18.000
0.750
138.30
450 450 450
457
20.62
221.91
457
22.23
23S.35
450
457
23.83
254.57 270.36
10
20 STD
30
40
130.73
18
18.000
0.812
149.20
18
18.000
0.875
160.18
18
18.000
0.938
171.08
18
18.000
1.000
181.73
450
457
25.40
18
18.000
1.062
192.29
457
286.02
18.000
1.125
202.94
450 450
26.97
18 18
28.58
301.96
1.156
208.15
450
29.36
18
18.000 18.000
457 457
1.188
213.51
450
457
30.18
309.64 317.68
18
18.000
1.250
223.82
450
457
31.75
18
332.97
18.000
1.375
244.37
120
18
363.58
1.562
274.48
140
457 457
34.93
18.000
450 450
18
18.000
408.28
1.781
308.79
160
450
457
39.67 45.24
20 20
20.000
0.188
39.82
500
508
4.78
59.32
20.000
0.219
46.31
500
508
5.56
20
20.000
0.250
52.78
500
508
6.35
68.89 7S.56
20
20.000
0.281
59.23
500
508
7.14
88.19
20
20.000
0.312
65.66
20
500
508
7.92
20.000
97.68
0.344
72.28
508
20 20
20.000 20.000
8.74
107.61
0.375 0.406
500 500
85.04
500
508 508
9.53 10.31
117.15 126.54
20
20.000
500 500
508 508
11.13
136.38
20.000
0.438 0.469
91.59
20 20
11.91
20.000
145.71
0.500
104.23
500
50S
20
12.70
20.000
0.562
116.78
508
14.27
155.13 173.75
'80
100
10
78.67
20
97.92 30
ASME Internaliona
p .r ov id e b y r H u nd e l ic e l i s N o r ep ro du ct io n o r r le tv mr ki n
am
16
18
copyright
rought Stee Pipe Cont'd
Identification
Unit
B36.10M·2004
w it h- AS M p er mi tt e
o ut tl ce ns e
f ro m I H
S ol d t o: IH S S ta nd ar d
S to r
NQtfor Resale,01/1Ot2008
P ur c ha se , 4 0- 95 7 23~44:43 MST
459.39
able
Di ension Customar
nd Weight of Welded an Seamless Wr ught Stee Pipe (Con 'd Identification
Unit
[Standar Extra-Stron
51 Units
(510), (XS) ON
NPS [ No t
lb/ft
( 1) ]
Strong ( X X S ) ]
No.
[ No t
( 2) ]
15.D9 15.88
183.43
508 508
17.4S
211.45
19.05
500
50S
20.62
229.71 247.84
178.89 191.14
500
508 508
22.23 23.83
266.31
500
1.000
203.11
500
50S
25.40
302.30
1.031 1.062
209.06
20 20
20.000
0.594
123.23
500
508
20.000
0.625
129.45
500
50S
20
20.000
142.03
20 20
20.000
0.688 0.750
500 500
20.000 20.000
0.812
166.56
0.875
20.000 20.000
0.938
20
20.000
20 20
20.000
20 20 20
40
154.34 60
80
192.73
284.54
500
50S
26.19
311.19
500
26.97 28.58
319.94
500
508 508
500
50S
30.18
355.63
500
508
32.54
381.55
500 500
50S
33.32
50S
34.93
390.05 407.51
1.125
20
20.000 20.000
215.00 227.00
1.188
23S.91
20 20
20.000 20.000
1.250 1.281
250.55
20 20
20.000
1.312
20.000
1.375
262.10 273.76
20
20.000
1.500
296.65
120
500
508
20.000
1.750
341.41
140
500
508
38.10 44.45
441.52
20 20
20.000
1.969
379.53
160
500
508
50.01
564.85
22
22.000 22.000
0.188
550 550
4.78
65.33
559
5.56
75.S9
22
22.000
0.219 0.250
43.84 50.99
559
22
22
550
559
6.35
86.55
22.000
0.281
65.24
550
559
7.14
97.17
22
22.000
0.312
72.34
550
559
7.92
107.64
22
22.000
0.344
79.64
550
559
S.74
118.60
22
22.000
86.69
550
22.000
93.72
550
559 559
9.53 10.31
129.14
22
0.375 0.406
22
22.000 22.000
0.438 0.469
100.96
550
22
550
559 559
11.13 11.91
150.38 160.69
22
22.000 22.000
550
559 559
12.70 14.27
171.10
22
0.500 0.562
107.95 114.92
22
22.000
0.625
142.81
22
550
559
15.88
212.70
22.000
0.688
156.74
550
559
17.48
233.44
22
22.000
170.37
22
550
253.67
183.92
550
559 559
19.05
22.000
0.750 0.812
20.62
273.78
22 22
22.000
0.875
197.60
22.23
0.938
211.19
550 550
559
22.090 22.000 22.000
1.000
224.49
550
23.83 25.40
294.27 314.51
.22
559 559
1.062
237.70
550
559
26.97
22.000
1.125
251.05
550
559
28.58
353.86 373.85
22
22.000
1.188
264.31
550
559
30.18
393.59
22
22.000
1.250
550
559
31.75
412.84
22
22.000
1.312
277.27 290.15
550
559
33.32
431.96
22
22.000 22.000
1.375 1.43?
303.16 316.08
550 550
559 559
34.93 36.53
451.45
22.000 22.000
1.500
328.72
38.10
353.94
120
559
41.28
489.44 527.05
22
22.000
1.625 1.875
550 550
559
22
403.38
140
550
22
559
22.000
2.125
451.49
160
550
559
47.63 53.98
22 22
22
22
500
256.34
100
5S.13
10
ST
20
XS
30
128.79
60
100
372.91
550
10 ClJpyrigh ASM Inte rnatio na P ro vi de d b l I H u nd e n ce ns e w it h A SM E N o - ep ro cu ct lo n o r n 'J tw mk in g p er mi tt e w it l ou l ic en s
f ro m I H
S ol d t o: IH S S ta .n da rd s S to r
P ur ch as e
337.91
4 09 57 6
N o l f o r R e § B la . 0 1f 1 0 12 0 0 a 2 3 :- 4 4: 4 3 M S T
508.15
139.51
191.70
334.25
470.69
600.67 672.30
B36.10M·2004
Tabl
imen ions an Weight of Customar
[Not
[Standard
51 Unit
(510),
nd
Weight,
(1)]
rought Stee Pipe (Coned
Identif cation
Unit P la i
NPS
elde an Seamle
lb/ft
24
24.000
0.218
55.42
24
24.000
0.250
63.47
24
24.000
0.281
24
24.000
ub Strong (XXS)]
Outside
Wall
l ai n E n
Schedule
DN
Diameter,
Thickness,
Mass,
No.
[Note (2)]
mm
mm
kg/m
600
610
5.54
600
610
6.35
94.53
71.25
600
610
7.14
106.15
0.312
79.01
600
610
7.92
117.60
600
610
8.74
129.60
600
610
9.53
141.12
10
24
24.000
0.344
86.99
24
24.000
0.375
94.71
24
24.000
0.406
102.40
600
610
10.31
152.48
24
24.000
0.438
110.32
600
610
11.13
164.38
24
24.000
0.469
117.98
600
610
11.91
175.67
24
24.000
0.500
125.61
600
610
12.70
187.07
24
24.000
0.562
140.81
600
610
14.27
209.65
24
24.000
0.625
156.17
600
610
15.88
232.67
24
24.000
0.688
171.45
610
17.48
255.43
24
24.000
0.750
186.41
600
610
19.05
277.63
24
24.000
0.812
201.28
600
610
20.62
299.71
24
24.000
0.875
216.31
600
610
22.23
322.23
24
24.000
0.938
231.25
600
610
23.83
344.48
24
24.000
0.969
238.57
600
610
24.61
355.28
24
24.000
1.000
245.87
600
610
25.40
366.19
24
24.000
1.062
260.41
600
610
26.97
387.79
24
24.000
1.125
275.10
600
610
28.58
409.80
24
24.000
1.188
289.71
600
610
30.18
431.55
24
24.000
1.219
296.86
600
610
30.96
442.11
24
24.000
1.250
304.00
60
610
31.75
452.77
24
24.000
1.312
318.21
60
610
33.32
473.87
24
24.000
1.375
332.56
600
610
34.93
495.38
24
24.000
1.438
346.83
60
610
36.53
516.63
24
24.000
1.500
360.79
600
610
38.10
537.36
24
24.000
1.531
367.74
547.74
24
24.000
1.562
374.66
24
24.000
1.812
429.79
24
24.000
2.062
24
24.000
2.344
20
XS
30
60
80
610
38.89
600
610
39.67
557.97
120
60
610
46.02
640.07
483.57
140
600
610
52.37
720.19
542.64
160
600
610
59.54
808.27
26
26.000
0.250
68.82
65
660
6.35
102.36
26
26.000
0.281
77.26
650
660
7.14
114.96
26
26.000
0.312
85.68
650
660
7.92
127.36
26
26.000
0.344
94.35
650
660
8.74
140.37
26
26.000
0.375
102.72
650
660
9.53
152.88
26
26.000
0.406
111.08
650
660
10.31
165.19
26
26.000
0.438
119.69
65
660
11.13
178.10
26
26.000
0.469
128.00
650
660
11.91
190.36
26
26.000
0.500
136.30
650
660
12.70
202.74
26
26.000
0.562
152.83
650
660
14.27
227.25
26
26.000
0.625
169.54
650
660
15.88
252.25
26
26.000
0.688
186.16
650
660
17.48
276.98
26
26.000
0.750
202.44
65
660
19.05
301.12
26
26.000
0.812
218.64
650
660
20.62
325.14
26
26.000
0.875
235.01
650
660
22.23
349.64
26
26.000
0.938
251.30
650
660
23.83
373.87
26
26.000
1.000
267.25
650
660
25.40
397.51
10
ST
XS
20
11 Copyrig ht Provide
ASME Inle mat~o.na byjHS unde licens
N O r e p ro du ct io n
o r n eM Ot ld n
82.58
with ASME
p er mi tt e
wnhoutlcense I m
So1dto~IH Standards 810re Purchase, 4'0957 lH
N o f o R es al e, 01 /1 01 20 0
2 3: .0 14 :4 3 M S T
Ta le
Dime si ns an Weight of Welded nd Se mles Wrough St el Pipe (Cont'd) Customar
Identification
Unit
[Standard
Outside NPS (Not
(1)]
Diameter,
Extra-Strong Thickness, in.
28
28.000
28
28.000
0.250 0.281
74.16 83.26
28
28.000
92.35
28
28.000
0.312 0.344
101.70
28
28.000 28.000
0.375
110.74 119.76
28 28
(XS)
Weight,
in.
Ib/ft
(XXS)]
Stro
51 Unit
(STD),
l ai n
Outside
Wall
Schedule
DN
Diameter,
Thickness,
Mass,
No.
[Note (2)1
mm
mm
kg/m
10
ST
nd
700
711 711
6.35 7.14
110.35
700 700
711
7.92
70
711
8.74
137.32 151.37
700
711
9.53
711
10.31
164.86 178.16
711
123.94
28.000
0.406 0.438
129.05
700 700
28
28.000
0.469
138.03
700
711
11.13 11.91
205.34
28 28
28.000
0.500
146.99
70
711
12.70
218.71
28.000
0.562
164.84
700
711
14.27
245.19
28
28.000
0.625
182.90
700
711
15.88
272.23
28
28.000
0.688
200.87
700
711
17.48
298.96
28
28.000 28.000
0.750 0.812
218.48
700
711
70
711
19.05 20.62
325.08
236.00
28.000
0.875
253.72
711
22.23
0.938
271.36 288.63
711
700
711
23.83 25.40
403.84
28
28.000 28.000
700 700
30
30.000
0.250
79.51
750
762
6.35
118.34
30 30
30.000 30.000
0.281
89.27
750
7.14
132.92
0.312
99.02
750
762 762
7.92
30
30.000
0.344
109.06
750
762
8.74
147.29 162.36
30
30.000
0.375
118.76
750
30.000
0.406
128.44
750
762 762
9.53 10.31
176.85
30 30
30.000
0.438
750
762
11.13
206.10
30
30.000
0.469
138.42 148.06
750
762
11.91
220.32
30
30.000
0.500
157.68
762
234.68
30 30
30.000
0.562
176.86
0.625
30
30.000 30.000
196.26 215.58
30
30.000
30 30
30.000
0.750 0.812
30.000
0.875
30
30.000
30 30
28 28 28
1.000
20 30
10
STD
192.10
351.07 377.60 429.46
191.12
750
762
12.70 14.27
75
762
15.88
263.14 292.20
750
762
17.48
320.95
234.51
75
750
762 762
19.05 20.62
349.04
253.36
75
762 762
22.23
377.01 405.56
0.938
272.43 291.41
23.83
433.81
30.000
1.000
310.01
25.40
461.41
1.062
328.53
750 750
762
30.000
26.97
488.88
30
30.000
347.26
750
30.000
365.90
750
762
28.58 30.18
516.93
30 30
1.125 1.188
762 762
30.000
1.250
384.17
75
762
31.75
571.79
0.250 0.281
84.85
800
813
6.35
126.32
95.28
800
813
7.14
141.90
105.69 116.41
800 800
813
7.92
157.25
813
8.74
173.35
0.688
32
32.000
32
32.000
32 32
32.000 32.000
0.312
32
32.000
32 32 32
32.000 32.000 32.000
0.375 0.406
32
32.000
0.500
32 32
32.000 32.000
0.562 0.625
32
32.000
0.688
0.344
0.438 0.469
126.78
30
750
10
ST
800
813
9.53
188.83
137.12 147.78 158.08
800 800 800
813
10.31
204.09
813 813
11.13 11.91
220.10 235.29
168.37 188.87
813 800
12.70 14.27
250.65 281.09
15.88
312.17
17.48
342.94
209.62
30 40
230.29
800
813 813
80
813
12 Copyrig hl ASME utte rnedonal provide by IH WIder license wil ASME N O - e p ro du cn o o r n eT Wo rk in g p er mi tt e w it ho u n ce ns e f ro m l H
544.68
S o l l o~ IH S S ta n da rd s S to r P u ~I 1; ;1 S l: 1, 4 D9 51 6 N o t f o R e sa le ,0 11 10 12 00 .f l 2 3: 44 :4 3 M S .
ASMEB36.10M-2004
WELDED ANDSEAMLESSWROUGHTSTEELPIPE
Ta le
Dime sion an Weight of Welded an Se mles Wrough Stee Pipe (Cont'd) Identification
Customary Units
SI Units
[Standard (SID). n E
Plain En
Extra-Strong (XS),
NPS [Note (1)]
lb/ft
Stron
(XXS)]
No.
DN [Note (2)]
Diameter
hickness
Mass,
mm
kglm
32
32.000
0.750
250.55
800
813
19.05
373.00
32
32.000
0.812
270.72
800
813
20.62
402.94
32
32.000
0.875
291.14
800
813
22.23
433.52
32
32.000
0.938
311.47
800
813
23.83
463.78
32
32.000
1.000
331.39
800
813
25.40
493.35
32
32.000
1.062
351.23
800
813
26.97
522.80
32
32.000
1.125
371.31
800
813
28.58
552.88
32
32.000
1.188
391.30
800
813
30.18
582.64
32
32.000
1.250
410.90
800
813
31.75
611.72
34
34.000
0.250
90.20
850
864
6.35
134.31
34
34.000
0.281
101.29
850
864
7.14
150.88
34
34.000
0.312
112.36
850
864
7.92
167.21
34
34.000
0.344
123.77
850
864
8.74
184.34
10
ST
34
34.000
0.375
134.79
850
864
9.53
200.82
34
34.000
0.406
145.80
850
864
10.31
217.06
34
34.000
0.438
157.14
850
864
11.13
234.10
34
34.000
0.469
168.11
850
864
11.91
250.27
34
34.000
0.500
179.06
850
864
12.70
266.63
34
34.000
0.562
200.89
850
864
14.27
299.04
34
34.000
0.625
222.99
30
850
864
15.88
332.14
34
34.000
0.688
245.00
40
850
864
17.48
364.92
34
34.000
0.750
266.58
850
864
19.05
396.96
34
34.000
0.812
288.08
850
864
20.62
428.88
34
34.000
0.875
309.84
850
864
22.23
461.48
34
34.000
0.938
331.52
850
864
23.83
493.75
34
34.000
1.000
352.77
850
864
25.40
525.30
34
34.000
1.062
373.94
850
864
26.97
556.73
34
34.000
1.125
395.36
850
864
28.58
588.83
34
34.000
1.188
416.70
850
864
30.18
620.60
34
34.000
1.250
437.62
850
864
31.75
651.65
36
36.000
0.250
95.54
900
914
6.35
142.14
36
36.000
0.281
107.30
900
914
7.14
159.68
36
36.000
0.312
119.03
900
914
7.92
176.97
36
36.000
0.344
131.12
900
914
8.74
195.12
36
36.000
0.375
142.81
900
914
9.53
212.57
36
36.000
0.406
154.48
900
914
10.31
229.77
36
0.438
166.51
900
914
11.13
247.82
36
36.000 36.000
0.469
178.14
900
914
11.91
264.96
36
36.000
0.500
189.75
914
12.70
282.29
36
36.000
0.562
212.90
900
914
14.27
316.63
36
36.000
0.625
236.35
900
914
15.88
351.73
36
36.000
0.688
259.71
900
914
17.48
386.47
36
36.000
0.750
282.62
900
914
19.05
420.45
36
36.000
0.812
305.44
900
914
20.62
454.30
36
36.000
0.875
328.55
900
914
22.23
488.89
36
36.000
0.938
351.57
900
914
23.83
523.14
20
10
STD
30
40
13 C O P 'y r ig l1 1 A S M E i ot e m en o na l P rL lv id e b y I H v nc e u ce ns e w il h A SM E No reprOOllClio or nel: WOrK1ngpermitt ed withou rlcena
fro
lHS
S ol d h :: dH S S ta nd ar d S to r P ur ch as e 4 09 57 6 N o f or Re sa .l e, 01 /1 01 20 Q 2 3: 44 :4 3 M S T
able
Dimensio C us to ma r
an Weight
Welded an Seamless Wr ught Stee Pipe Cone Identification
Uni
[Standar Extra·Stron
NPS [Not 36
SI Unit
(STD), (XS) DN
Of
(1)]
[Note (2)J
36.000
36
25.40
556.62
914 914
28.58 30.18
624.07
914
31.75
690.80
1.000
374.15
900
914
1.062
396.64
900
914
419.42 442.10
900 900
36
36.000
1.125
36 36
36.000 36.000
1.188 1.250
464.35
900
38
38.000 38.000
0.312
125.70
950
965
7.92
186.94
38
0.344
138.47
950
965
8.74
206.11
38
38.000
0.375
950
965
9.53
224.56
38
38.000
0.406
150.83 163.16
950
965
10.31
242.74
38 38
38.000 38.000
0.438
175.87 188.17
950 950
965 965
11.13 11.91
279.94
38 38
38.000
200.44
950
965
12.70
298.26
371.70 408.46
0.469 0.500
STD
657.81
261.82
965
38
38.000
38
38.000
0.625 0.688
38
38.000
38
38.000
38 38 38 38
249.71
950
965
15.88
950
965
17.48
0.750
274.42 298.65
950
965
322.80
950
965
19.05 20.62
444.41
0.812
38.000
0.875
965
22.23
516.85
950
395.53
950
965 965
23.83 25.40
553.11
38.000
0.938 1.000
347.26 371.63
950
38.000 38.000
1.062
419.35
950
965
26.97
588.57 623.90
38.000 38.000
1.125
965
28.58
660.01
1.188
443.47 467.50
950
38
950
965
30.18
695.77
38
38.000
1.250
491.07
950
965
31.75
730.74
40 40
40.000
0.312
132.37
1000
1016
0.344
145.83
1000
1016
7.92 8.74
196.90
40
40.000 40.000
158.85
1000
40.000
9.53 10.31
236.54
40
0.375 0.406
40
40.000
40
40.000
40 40 40
38
STD
480.24
217.11
171.84
1000
1016 1016
0.438
185.24
1000
1016
11.13
275.82
0.469
198.19
1000
1016
11.91
294.92
40.000
0.500
211.13
1000
0.562
236.93
1000
12.70 14.27
314.23
40.000
1016 1016 1016
15.88 17.48
391.67 430.45
255.71
352.53
40.000 40.000
0.625
40 40
0.688
263.07 289.13
1000 1000
40.000
314.69
1000
19.05
468.37
40
40.000
0.750 0.812
1016 1016
340.16
1000
1016
20.62
506.17
40
40.000 40.000
0.875
365.97
22.23
544.81
391.68
1000 1000
1016
0.938
1016
23.83
40 40
40.000
1.000
416.91
1000
25.40
583.08 620.51
40.000
1.062
442.05
1000
1016 1016
26.97
657.82
40 40
40.000
1.125
467.52
1000
40.000 40.000
1.188 1.250
492.90 517.80
1000
42.000 42.000
0.344
153.18 166.86
40
40 42 42 42 42
42.000 42.000
0.375 0.406 0.438
STD
180.52 194.60
695.96 733.73 770.67
1000 1050
1067 1067
8.74 9.53
228.10
1050 1050 1050
1067 1067
10.31 11.13
268.67
14 Copy(ig ht ASME sruemanonar Provided by IHS wider l ic en s w it h A SM E ND r ep ro eu cu o o r n el WO I~ if j p er mi tt e w l ho t. a l ke ns e f ro m I H
28.58 30.18 :;11.75
1016 1016 1016
S ol d l o: IH S S ta nd ar d S to r P ur ch as e 4 09 57 6 Not for Resale-.01(10J200a 23:44:43 MS
248.53 289.82
WELDED AN
SEAMLESS WROUGH
Tabl
imen ions an Customar
ASME 836.10M-2004
STEE PIPE
eights of
elde an
ea le
ro gh Stee Pipe (Cont'd)
Identification
Unit
[Standar Extra-Strong
51 Unit
(STD),
l ai n
(XS)
NPS
or Double Extr
Schedule
DN
[Note (1)]
Strong (XX.5)]
~o.
[Note (2)]
42 42
42.000 42.000
42 42
lckness,
nd
Mass, kg/m
0.469
208.22
1050
1067
11.91
221.82
1050
1067
12.70
309.90 330.21
42.000
0.500 0.562
1067
14.27
370.48
0.625
248.95 276.44
1050
42.000
1050
1067
15.88
411.64
42
42.000
1050
1067
17.48
452.43
42.000
0.688 0.750
303.84
42
330.72
1050
1067
19.05
492.33
42
0.812
357.52
1050
1067
20.62
532.11
42
42.000 42.000
0.875
384.67
1050
1067
22.23
572.77
42
42.000
0.938
411.74
1050
1067
23.83
613.05
42
42.000
1.000
438.29
652.46
42.000
464.76
26.97
691.75
42
42.000
1.062 1.125
1067 1067
25.40
42
1050 1050
491.57
1050
1067
28.58
731.91
42
42.000
1.188
518.30
1050
1067
30.18
42
42.000
1.250
544.52
1050
1067
31.75
771.69 810.60
44
44.000
0.344
160.54
1100
1118
8.74
239.09
44
0.375
174.88
1100
189.20
1100
9.53 10.31
44
44.000
0.406 0.438
1118 1118
260.52
44
44.000 44.000
203.97
1100
1118
11.13
303.82
44
44.000
0.469
218.25
1100
1118
11.91
324.88
44
44.000
0.500
232.51
1100
11
12.70
346.18
44 44
44.000 44.000
0.562
260.97
388.42
289.80
11 11
14.27
0.625
1100 1100
15.88
431.62
44
44.000
0.688
318.55
1100
1118
17.48
474.42
44 44
44.000
0.750
346.76
516.29
0.812
374.88
1118 1118
19.05
44.000
1100 1100
558.04
44
44.000
0.875
403.38
1100
1118
20.62 22.23
44
44.000
0.938
431.79
1100
1118
23,83
643.03
44
44.000
1.000
459.67
1100
1118
25.40
44
44.000
1.062
487.47
1100
26.97
684.41 725.67
44
44.000
1.125
1100
28.58
44
44.000
1.188
515.63 543.70
1118 1118
1100
1118
30.18
767.85 809.65
44
44.000
1.250
571.25
1100
1118
31.75
850.54
46 46
46.000
0.344 0.375
167.89
1150
1168
8.74
249.87
1150
1168
9.53
272.27
197.88
1150 1150
10.31 11.13
294.35
213.33
1168 1168
ST
281.64
600.73
46
46.000 46.000
46
46.000
0.406 0.438
46
46.000
0.469
228.27
1150
1168
11.91
339.56
46
0.500
243.20
1150
1168
12.70
361.84
46
46.000 46.000
0.562
272.98
1150
1168
14.27
406.02
46
46.000
0.625
303.16
1150
1168
15.88
451.20
46
46.000 46.000
0.688
333.26 362.79
1168 1168
46.000
392.24
1150
1168
19.05 20.62
495.97 539.78
46
0.750 0.812
1150 1150
17.48
46 46
46.000
0.875
422.09
1150
1168
22.23
628.14
46
46.000
0.938
451.85
1150
1168
23.83
672.41
46 46
46.000
1.000
1168
1.062
481.05 510.17
1150
46.000
1168
26.97
758.92
46
46.000
1.125
539.68
1150 1150
1168
803.09
46 46
46.000
1.188
569.10
1150
1168
28.58 30.18
46.000
1.250
597.97
1150
1168
31.75
COP\"rigll l ASM~ truemaucne Provident by t H S ~ lJ m : le r l i ce n s e wjl~ASME NO r ep ro o uc no n ( l .networkin g permitt ed wilh ou
ncense
f ro m I H
182.90
STD
S ol d l o: !H S S ta nd ar d S to r P ur ch as e " ;0 11 57 6 N a o r R B$ a e ,0 1f 10 12 00 a 2 34 44 3 M S T
317.54
583.47
715.73
846.86 889.69
E B
able
Di ension an Weight of u st om ar y
elde an Seamle
Identificati
U n it s
[Standar Weight,
[Note (1)]
Ib/ft
48
48.000 48.000
48 48
ub Strong
(X5), ra
(XXS)]
Outside Schedule No.
nd
Thickness,
Mass,
mm
mm
kg/m
1200 1200
1219 1219
8.74
260.86 284.25
[Not
175.25 190.92
48.000
0.375 0.406
206.56
1200
48.000
0.438
222.70
1200
48
48.000
0.469
238.30
48
48.000
0.500
253.89
48
48.000
48
48.000
0.625
48
48.000 48.000
48
P la i
Diameter,
DN
0.344
STD
ip (Cont'd) SI Unit
(sTD),
Extra-Strong NPs
48
Wrough Stee
(2)J
1219
9.53 10.31
307.32
1219
11.13
331.54
1200
1219
11.91
354.54
1200
1219
12.70
377.81
1200
1219
14.27
423.97
316.52
1200
1219
15.88
471.17
0.688
347.97
1200
1219
17.48
517.95
0.750 0.812
378.83 409.61
1200
1219
563.74
1200
1219
19.05 20.62
0.875
440.80
1200
1219
22.23
656.10
xs
48
48.000 48.000
48
48.000
0.938
471.90
1200
1219
23.83
702.38
48 48
48.000
1.000
502.43
1200
1219
25.40
747.67
48.000
532.88
1200
48.000
563.73
1200
1219 1219
26.97 28.58
792.84
48 48
1.062 1.125 1.188
594.50
1200
1219
30.18
48
48.000 48.000
1219
31.75
52
52.000
0.375
206.95
1300
1321
9.53
308.23
52
52.000
0.406
223.93
1321
10.31
333.26
52
52.000
241.42
1321
52.000
258.36
1300
1321
11.13 11.91
359.54
52
0.438 0.469
1300 1300
52
52.000 52.000
12.70 14.27
409.76
52 52
52.000
52
52.000
52
52.000
52
52.000
52 52
48
275.27
1300
1321
309.03 343.25
1300 1300
1321
377.39
1300
0.750 0.812
410.90
1300
444.33
1300
52.000
0.875
478.21
1300
52.000
0.938
512.01"
52
52.000
1.000
52
52.000
52
52.000
1.062 1.125
52
52.000
1.188
611.84 645.30
52
52.000
1.250
56
56.000
56
56.000
56 56
0.500 0.562
609.40
839.04 884.82
384.50
1321 1321
15.88
459.86 511.12
17.48
561.93
1321 1321
19.05 20.62
611.66 661.27
1321 1321
22.23
712.02
1300
23.83
762.33
545.19
1300
1321
25.40
811.57
578.29
1321 1321
26.97
860.69
28.58
910.93
1321
30.18
678.15
1300 1300 1300 1300
1321
31.75
960.74 1009.49
0.375
222.99
1400
1422
0.406
241.29
1400
9.53 10.31
331.96 358.94
56.000
0.438
260.15
1400
1422 1422
0.469
278.41
1400
1422
11.13 11.91
387.26
56.000
56
56.000
1400
441.39
1400
14.27
495.41
56 56
56.000 56.000
0.625 0.688
333.06 369.97
1422 1422
12.70
56.000
0.500 0.562
296.65
56
15.88
406.80
1400
1422 42
550.67 605.46
56 56
56.000
0.750
1422
0.812
442.97 479.05
1400 1400
42
19.05 20.62
56
56.000 56.000
1400
1422
22.23
712.63 767.39
56
56.000
0.938
515.63 552.12
1400
1422
23.83
821.68
0.625 0.688
0.875
1400
16 Copyrig MASME IntematiOl'la ! P ro vi -d e b y I H u nd e l ic en s w it h A SM E NO reproduction or r.l; ltwc;ln.;tngpermit te wrmouttcense
fro
lHS
Sow to:IHSStand,uds Store PI)n::I1~5E1, 409576 Not for Resare,01/101:200S 23:44:43 MS
17.48
414.17
659.11
WELDED ANDSEAMLES WROUGHTTEE PIPE
Tabl
Di en ions an Weight of
Outside Diameter,
nE Thickness,
elde an Seamle
rought Stee Pipe (Cont'd)
Identification
Customary Units NPS [Note (1)]
ASMEB36.10M·2004
Weight,
SI Units
[Standard (STD), Extra·Strong(XS), or Double Extr
Schedule
DN
Outside Diameter,
No.
[Note (2)J
mm
Wall Thickness,
Plain End Mass,
kglm
in.
in.
56
56.000
1.000
587.95
1400
1422
25.40
874.83
56
56.000
1.062
623.70
1400
1422
26.97
927.86
56
56.000
1.125
659.94
1400
1422
28.58
56
56.000 56.000
1.188
696.10
1400
1422
30.18
1035.91
1.250
731.60
1400
1422
31.75
1088.57
60.000 60.000
0.375
239.02
1500
1524
9.53
355.94
60
0.406
1500
1524
60
60.000
0.438
258.65 278.88
1500
1524
10.31 11.13
415.26
60
60.000
0.469
298.47
1500
1524
11.91
444.13
60
60.000
0.500
318.03
1524
12.70
60
60.000
0.562
357.09
1524
14.27
473.34 531.30
60 60
60.000
0.625
396.70
1524
15.88
590.62
60.000
0.688
436.22
1524
17.48
649.44
60
60.000
0.750
475.04
SO
1524
19.05
707.03
60 60
60.000
0.812
513.77
SO
1524
20.62
764.50
60.000 60.000
0.875
553.04
1500
1524
22.23
823.31
0.938
592.23
1500
1524
23.83
881.63
60.000 60.000
1.000
630.71
1500
1524
25.40
938.73
60
1.062
1500
1524
26.97
60
60.000
1.125
669.11 708.05
1524
28.58
995.71 1054.01
60
60.000
746.90
1524
30.18
1111.83
60
60.000
1.188 1.250
1500 1500
785.05
1500
1524
31.75
1168.44
64
64.000
0.375
1600
1626
9.53
379.91
64
64.000
0.406
276.01
1600
1626
10.31
410.81
64
64.000
0.438
297.61
1600
1626
11.13
443.25
64
64.000
0.469
318.52
1600
1626
11.91
474.09
64
64.000
1600
1626
12.70
505.29
64.000
0.500 0.562
339.41
64
381.12
1600
1626
64
64.000
0.625
423.42
1600
1626
14.27 15.88
64
64.000
0.688
465.64
1600
1626
17.48
64
64.000
0.750
507.11
1600
1626
19.05
64
64.000
0.812
548.49
1600
64
64.000
0.875
1600
20.62 22.23
64
64.000
0.938
590.46 632.34
1626 1626
1600
1626
23.83
64
64.000
1.000
673.47
1600
1626
25.40
1002.62
64
64.000
714.52
1600
1626
26.97
64
1063.55
64.000
1.062 1.125
756.15
1600
1626
28.58
1125.90
64 64
64.000
1.188
1600
1626
30.18
187.74
64.000
1.250
797.69 838.50
1600
1626
31.75
248.30
68
68.000
0.469
338.57
1700
1727
11.91
68
68.000
503.75
0.500
360.79
1727
12.70
68 68
68.000
536.92
0.562
405.15
1700 1700
0.625
450.15
1700
14.27 15.88
602.74
68.000
1727 1727
68 68
68.000
0.688
495.06
1700
1727
68.000
0.750
17.48 19.05
736.95 802.40
68.000
0.812
1700 1700
1727
68 68
539.18 583.21
0.875
627.87
1700
1727
20.62 22.23
867.73
68.000 68.000
0.938
672.45
1700
1727
23.83
56 60
60 60
68
lb/ft
Strong (xxS)1
1500 1500
17 Copyrig ht ASME Internatio na P ro vi de r b y t H u nd -e r l i c en s w ~l h A SM E N o r ep ro du ct io n o r r ;e tw or ll ln g p er mi tt ee : w it ho u
l ic en s
f ro m I H
So1dto:~H Standards Store Purchase. 409576 N o f o R es al e, 01 /1 0/ 20 0 2 3: 44 :4 3 M S
1727
982.12
384.87
567.20 630.56 693.41 754.95 816.37 879.23
670.12
934.60 1000.92
able
Dimensio Customar
an Weight of Welded an Se ml ss Wr ug Identification
Unit
[Standard
Outside NPS
Diameter,
[Note (1)J
in.
68
68.000 68.000
68 68 68
hi
Extra-Strong
(XS)
o r D ou b l e
x tr a
(C nt'd 51 Units
(S1O),
Strong (XXS))
68.000
St el Pi
Outside
Wall
Schedule
ON
Diameter,
Thickness,
l ai n Mass,
No.
(Note (2))
mm
mm
kglm
nd
1.000
716.23
1700
1727
759.93
1700
1727
25.40 26.97
065.89
1.062 1.125
804.26
1700
1727
28.58
197.0
30.18
262.9
31.75
327.3
130.7
1.188
848.49
1700
68
68.000 68.000
1.250
891.95
1700
1727 1727
72
72.000
0.500
382.17
1800
1829
72.000
0.562
429.18
1800
1829
12.70 14.27
568.87
72
72
72.000
0.625
476.87
1829
15.88
72
12.000
0.688
524.48
1800 1800
1829
17.48
710.06 780.92
72 72
72.000
0.750
571.25
1800
1829
19.05
850.32
72.000
0.812
617.93
1800
1829
20.62
919.60
72
72.000
0.875
665.29
1800
1829
22.23
72
72.000
0.938
712.55
1800
1829
23.83
990.52 1060.87
72
72.000 72.000
1.000
758.99 805.34
1800 1800
1829
25.40
129.78
26.97
198.57
852.36
1800
1829 1829
1800 1800
1829
28.58 30.18
1829
31.75
72 72
1.062 1.125
72.000
638.64
268.98
1.188
899.29
72
71.000 72.000
1.250
945.40
76
76.000
0.500
1930
12.70
600.50
76.000
0.562
403.55 453.21
1900
76
1900
1930
14.27
674.18
76
0.625
503.60
1900
749.62
0.688
553.90
1900
1930 1930
15.88
76
76.000 76.000
17.48
824.45
76
76.000
0.750
603.32
1900
1930
19.05
897.77
76
76.000
0.812
1900
76 76
76.000
0.875 0.938
652.65 702.70
1900
1930 1930
20.62 22.23
1045.89
752.66
1900
1930
23.83
1120.22
76
76.000 76.000
801.75 850.75
1900 1900
1930 1930
25.40 26.97
193.0 265.7
72
76.000
<76 '76
76.000 76.000
76 :·80 ··80 :80
80.000
'80
80.000
80 80 80 80 80 80 80 80
1.000 1.062 1.125
1338.83 407.2
970.96
900.47
1900
1930
28.58
1.188
950.09
1900
30.18
340.17 414.01
76.000
1.250
998.85
1900
1930 1930
31.75
486.3
80.000
0.562
2032
14.27
0.625
477.25 530.32
2000
80.000
2000
2032
15.88
710.08 789.56
0.688 0.750
583.32
2000 2000
2032
17.48
868.43
635.39
2032
19.05
945.69
80.000
0.812
2032
0.875 0.938
687.37 740.12
00
80.000 80.000
2000
03
20.62 22.23
00
2032
23.83
180.1
80.000
1.000 1.062
2000 2000
03
25.40
1256.94 1333.59 1412.06
80.000 80.000
1.125
792.77 844.51 896.17
80.000
1.188
948.57 1,000.89
80.000
1.250
1,052.30
03 03
26.97
2000 2000
2032
30.18
00
03
31.75
28.58
NOTES: rth previous term I n
N om in a
Si e.
(3) See A5ME816.11-2001, para. 3.1.
18 Copyrig ht ASME Internatlo n.al p~"Ovld e( b~ tHSunde ucenee w~thASME No l'eprOOLJcliO .r1 nelo orkili g permit te withou ncense fro
I.H
So~dto:IH S Slarw:lards Stare Purchase, 409576 N o f o R e$ a1 a, 01 /1 0f 20 0 2 3: 44 :4 3 M S
1022.83 1101.81
1489.92 566.20
I SB N
0 -7 91 8 -2 91 6 - 2
1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1
M031 04