CARBON STEEL PIPE SCHEDULES
Pipe
Size Inches |
OD
in inches |
OD
in mm |
Weights and Dimensions of Seamless and
Welded Steel Pipe (P.E.) |
||||||||||||
10
|
20
|
30
|
40
|
STD.
|
60
|
80
|
XS
|
100
|
120
|
140
|
160
|
XXS
|
|||
1/8
|
0.405
|
10.3
|
|
|
|
0.068
.024 |
0.068
.024 |
|
0.095
0.31 |
0.095
0.31 |
|
|
|
|
|
1/4
|
0.540
|
13.7
|
|
|
|
0.088
0.43 |
0.088
0.43 |
|
0.119
0.54 |
0.119
0.54 |
|
|
|
|
|
3/8
|
0.675
|
17.1
|
|
|
|
0.091
0.57 |
0.091
0.57 |
|
0.126
0.74 |
0.126
0.74 |
|
|
|
|
|
1/2
|
0.840
|
21.3
|
|
|
|
0.109
0.85 |
0.109
0.85 |
|
0.147
1.09 |
0.147
1.09 |
|
|
|
0.188
1.31 |
0.294
1.72 |
3/4
|
1.050
|
26.7
|
|
|
|
0.113
1.13 |
0.113
1.13 |
|
0.154
1.48 |
0.154
1.48 |
|
|
|
0.219
1.95 |
0.308
2.44 |
1
|
1.315
|
33.4
|
|
|
|
0.133
1.68 |
0.133
1.68 |
|
0.179
2.17 |
0.179
2.17 |
|
|
|
0.250
2.85 |
0.358
3.66 |
1-1/4
|
1.660
|
42.2
|
|
|
|
0.140
2.27 |
0.140
2.27 |
|
0.191
3.00 |
0.191
3.00 |
|
|
|
0.250
3.77 |
0.382
5.22 |
1-1/2
|
1.900
|
48.3
|
|
|
|
0.145
2.72 |
0.145
2.72 |
|
0.200
3.63 |
0.200
3.63 |
|
|
|
0.281
4.86 |
0.400
6.41 |
2
|
2.375
|
60.3
|
|
|
|
0.154
3.66 |
0.154
3.66 |
|
0.218
5.03 |
0.218
5.03 |
|
|
|
0.344
7.47 |
0.436
9.04 |
2-1/2
|
2.875
|
73.0
|
|
|
|
0.203
5.80 |
0.203
5.80 |
|
0.276
7.67 |
0.276
7.67 |
|
|
|
0.375
10.02 |
0.552
13.71 |
3
|
3.500
|
88.9
|
|
|
|
0.216
7.58 |
0.216
7.58 |
|
0.300
10.26 |
0.300
10.26 |
|
|
|
0.438
14.34 |
0.600
18.60 |
3-1/2
|
4.000
|
101.6
|
|
|
|
0.226
9.12 |
0.226
9.12 |
|
0.318
12.52 |
0.318
12.52 |
|
|
|
|
0.636
22.85 |
4
|
4.500
|
114.3
|
|
|
|
0.237
10.80 |
0.237
10.80 |
0.281
12.67 |
0.337
15.00 |
0.337
15.00 |
|
0.438
19.02 |
|
0.531
22.53 |
0.674
27.57 |
5
|
5.563
|
141.3
|
|
|
|
0.258
14.63 |
0.258
14.63 |
|
0.375
20.80 |
0.375
20.80 |
|
0.500
27.06 |
|
0.625
32.99 |
0.750
38.59 |
6
|
6.625
|
168.3
|
|
|
|
0.280
18.99 |
0.280
18.99 |
|
0.432
28.60 |
0.432
28.60 |
|
0.562
36.43 |
|
0.719
45.39 |
0.864
53.21 |
MEDIUM TYPE = WALL THICKNESS IN INCHES
BOLD TYPE = WEIGHT PER FOOT IN POUNDS
CARBON STEEL PIPE SCHEDULES
Pipe
Size Inches |
OD
in inches |
OD
in mm |
Weights and Dimensions of Seamless and
Welded Steel Pipe (P.E.) |
||||||||||||
10
|
20
|
30
|
40
|
STD.
|
60
|
80
|
XS
|
100
|
120
|
140
|
160
|
XXS
|
|||
8
|
8.625
|
219.1
|
|
0.250
22.38 |
0.277
24.22 |
0.322
28.58 |
0.322
28.58 |
0.406
35.67 |
0.500
43.43 |
0.500
43.43 |
0.594
51.00 |
0.719
60.77 |
0.812
67.82 |
0.906
74.76 |
0.875
72.49 |
10
|
10.750
|
273.1
|
|
0.250
28.06 |
0.307
34.27 |
0.365
40.52 |
0.365
40.52 |
0.500
54.79 |
0.594
64.49 |
0.500
54.79 |
0.719
77.10 |
0.844
89.38 |
1.000
104.23 |
1.125
115.75 |
1.000
104.23 |
12
|
12.750
|
323.9
|
|
0.250
33.41 |
0.330
43.81 |
0.406
53.57 |
0.375
49.61 |
0.562
73.22 |
0.688
88.71 |
0.500
65.48 |
0.844
107.42 |
1.000
125.61 |
1.125
139.81 |
1.312
160.42 |
1.000
125.61 |
14
|
14.000
|
355.6
|
0.250
36.75 |
0.312
45.65 |
0.375
54.62 |
0.438
63.50 |
0.375
54.62 |
0.594
85.13 |
0.750
106.23 |
0.500
72.16 |
0.938
130.98 |
1.094
150.93 |
1.250
170.37 |
1.406
189.29 |
|
16
|
16.000
|
406.4
|
0.250
42.09 |
0.312
52.32 |
0.375
62.64 |
0.500
82.85 |
0.375
62.64 |
0.656
107.60 |
0.844
136.74 |
0.500
82.85 |
1.031
164.98 |
1.219
192.61 |
1.438
223.85 |
1.594
245.48 |
|
18
|
18.000
|
457.2
|
0.250
47.44 |
0.312
58.99 |
0.438
82.23 |
0.562
104.76 |
0.375
70.65 |
0.750
138.30 |
0.938
171.08 |
0.500
93.54 |
1.156
208.15 |
1.375
244.37 |
1.562
274.48 |
1.781
308.79 |
|
20
|
20.000
|
508.0
|
0.250
52.78 |
0.375
78.67 |
0.500
104.23 |
0.594
123.23 |
0.375
78.67 |
0.812
166.56 |
1.031
209.06 |
0.500
104.23 |
1.281
256.34 |
1.500
296.65 |
1.750
341.41 |
1.969
379.53 |
|
24
|
24.000
|
609.6
|
0.250
63.47 |
0.375
94.71 |
0.562
140.81 |
0.688
171.45 |
0.375
94.71 |
0.969
238.57 |
1.219
296.86 |
0.500
125.61 |
1.531
367.74 |
1.812
429.79 |
2.062
483.57 |
2.344
542.64 |
|
26
|
26.000
|
660.4
|
0.312
85.68 |
0.500
136.30 |
|
|
0.375
102.72 |
|
|
0.500
136.30 |
|
|
|
|
|
30
|
30.000
|
762.0
|
0.312
99.02 |
0.500
157.68 |
0.625
196.26 |
|
0.375
118.76 |
|
|
0.500
157.68 |
|
|
|
|
|
36
|
36.000
|
914.4
|
0.312
119.03 |
0.500
189.75 |
0.625
236.35 |
0.750
282.62 |
0.375
142.81 |
|
|
0.500
189.75 |
|
|
|
|
|
42
|
42.000
|
1067.0
|
|
|
|
|
0.375
166.86 |
|
|
0.500
221.82 |
|
|
|
|
|
48
|
48.00
|
1219.0
|
|
|
|
|
0.375
190.92 |
|
|
0.500
253.89 |
|
|
|
|
|
To convert the inch dimensions of outside diameters and wall thickness to millimeters, multiply the inch dimensions by 25.4.
CARBON STEEL PIPE WALL THICKNESSES OTHER THAN SCHEDULES
Nominal
Pipe Size |
OD
in inches |
Intermediate Walls
OD — Wall x Wall = Weight per Foot of Steel Pipe (P.E.) |
||||||||||||||
1
|
1.315
|
0.065
0.87 |
0.109
1.40 |
|
|
|
|
|
|
|
|
|
|
|
|
|
1-1/4
|
1.660
|
0.065
1.11 |
0.109
1.81 |
|
|
|
|
|
|
|
|
|
|
|
|
|
1-1/2
|
1.900
|
0.065
1.27 |
0.109
2.08 |
|
|
|
|
|
|
|
|
|
|
|
|
|
2
|
2.375
|
0.065
1.60 |
0.083
2.03 |
0.109
2.64 |
0.120
2.89 |
0.190
4.43 |
0.254
5.75 |
0.281
6.28 |
|
|
|
|
|
|
|
|
2-1/2
|
2.875
|
0.083
2.47 |
0.109
3.22 |
0.120
3.53 |
0.188
5.40 |
0.217
6.16 |
0.308
8.44 |
|
|
|
|
|
|
|
|
|
3
|
3.500
|
0.083
3.03 |
0.109
3.95 |
0.120
4.33 |
0.125
4.51 |
0.156
5.57 |
0.188
6.65 |
0.250
8.68 |
0.254
9.66 |
0.281
9.67 |
0.375
12.52 |
|
|
|
|
|
3-1/2
|
4.000
|
0.083
3.47 |
0.109
4.53 |
0.120
4.97 |
0.125
5.18 |
0.156
6.41 |
0.188
7.66 |
0.250
10.02 |
0.262
10.46 |
0.281
11.16 |
|
|
|
|
|
|
4
|
4.500
|
0.083
3.92 |
0.109
5.11 |
0.120
5.61 |
0.125
5.85 |
0.141
6.56 |
0.156
7.24 |
0.172
7.95 |
0.188
8.67 |
0.203
9.32 |
0.219
10.02 |
0.224
10.23 |
0.250
11.36 |
0.290
13.04 |
0.312
13.97 |
0.375
16.52 |
5
|
5.563
|
0.083
4.86 |
0.109
6.35 |
0.125
7.26 |
0.134
7.77 |
0.156
9.02 |
0.188
10.80 |
0.219
12.51 |
0.281
15.87 |
0.312
17.51 |
0.344
19.19 |
|
|
|
|
|
6
|
6.625
|
0.109
7.59 |
0.125
8.68 |
0.134
9.29 |
0.141
9.76 |
0.156
10.78 |
0.172
11.85 |
0.188
12.94 |
0.203
13.92 |
0.219
15.00 |
0.250
17.04 |
0.312
21.06 |
0.344
23.10 |
0.375
25.03 |
0.500
32.71 |
0.625
40.05 |
8
|
8.625
|
90.109
.91 |
0.125
11.35 |
0.156
14.11 |
0.172
15.53 |
0.188
16.96 |
0.203
18.28 |
0.219
19.68 |
0.264
23.57 |
0.312
27.73 |
0.344
30.45 |
0.375
33.07 |
0.438
38.33 |
0.562
48.40 |
0.625
53.40 |
|
10
|
10.750
|
0.156
17.65 |
0.172
19.43 |
0.188
21.23 |
0.203
22.89 |
0.219
24.65 |
0.279
31.23 |
0.344
38.27 |
0.350
38.88 |
0.400
44.22 |
0.438
48.28 |
0.562
61.15 |
0.625
67.58 |
0.812
86.18 |
|
|
12
|
12.750
|
0.172
23.11 |
0.188
25.22 |
0.203
27.23 |
0.219
29.34 |
0.281
37.46 |
0.312
41.48 |
0.344
45.62 |
0.438
57.65 |
0.625
80.93 |
0.750
96.12 |
0.812
103.5 |
0.875
111.0 |
1.500
180.2 |
1.750
205.6 |
2.000
229.6 |
14
|
14.000
|
0.188
27.73 |
0.203
29.91 |
0.219
32.26 |
0.281
41.21 |
0.344
50.22 |
0.406
58.94 |
0.469
67.84 |
0.562
80.66 |
0.625
89.28 |
0.688
97.81 |
0.812
114.4 |
0.875
122.7 |
2.000
256.56 |
2.125
269.76 |
2.500
307.34 |
MEDIUM TYPE = WALL THICKNESS IN INCHES
BOLD TYPE = WEIGHT PER FOOT IN POUNDS
CARBON STEEL PIPE WALL THICKNESSES OTHER THAN SCHEDULES
Nominal
Pipe Size |
OD
in inches |
Intermediate Walls
OD — Wall x Wall = Weight per Foot of Steel Pipe (P.E.) |
||||||||||||||
16
|
16.000
|
0.188
31.75 |
0.203
34.25 |
0.219
36.95 |
0.281
47.22 |
0.344
57.57 |
0.406
67.62 |
0.438
72.86 |
0.469
77.87 |
0.625
102.6 |
0.750
122.2 |
0.812
131.7 |
0.938
150.9 |
1.125
178.7 |
1.618
248.5 |
2.000
299.0 |
18
|
18.000
|
0.188
35.76 |
0.219
41.59 |
0.281
53.23 |
0.344
64.93 |
0.406
76.36 |
0.469
87.81 |
0.625
116.0 |
0.688
127.2 |
0.812
149.1 |
0.875
160.0 |
1.000
181.6 |
1.125
202.8 |
1.250
223.6 |
1.500
264.3 |
|
20
|
20.000
|
0.219
46.27 |
0.281
59.23 |
0.312
65.66 |
0.344
72.28 |
0.406
84.04 |
0.438
91.59 |
0.469
97.92 |
0.625
129.3 |
0.750
154.2 |
0.875
178.7 |
1.000
202.9 |
1.250
250.3 |
1.375
273.5 |
|
|
24
|
24.000
|
0.281
71.25 |
0.312
79.01 |
0.344
86.99 |
0.406
102.40 |
0.438
110.32 |
0.469
117.98 |
0.625
156.0 |
0.750
186.2 |
0.875
216.1 |
1.000
245.6 |
1.250
303.7 |
1.312
317.9 |
1.500
360.5 |
|
|
26
|
26.000
|
0.250
68.82 |
0.281
77.26 |
0.344
94.35 |
0.406
111.08 |
0.438
119.69 |
0.469
128.00 |
0.562
152.83 |
0.625
169.4 |
0.656
177.6 |
0.688
186.0 |
0.750
202.3 |
0.875
234.8 |
1.000
267.0 |
1.188
314.8 |
|
30
|
30.000
|
0.281
89.19 |
0.344
109.0 |
0.406
128.3 |
0.438
138.3 |
0.469
147.9 |
0.562
176.7 |
0.656
205.6 |
0.750
234.3 |
0.875
272.2 |
1.000
309.7 |
1.250
383.8 |
|
|
|
|
36
|
36.000
|
0.281
107.2 |
0.312
119.03 |
0.344
131.0 |
0.406
154.3 |
0.438
166.4 |
0.469
178.0 |
0.562
212.7 |
0.656
247.6 |
0.688
259.5 |
0.875
328.2 |
1.000
373.8 |
1.250
463.9 |
1.500
552.7 |
|
|
42
|
42.000
|
0.312
138.9 |
0.344
153.0 |
0.406
180.4 |
0.438
194.4 |
0.469
208.0 |
0.562
248.7 |
0.625
276.2 |
0.656
289.7 |
0.688
303.6 |
0.750
330.4 |
0.875
384.3 |
1.000
437.9 |
1.125
491.1 |
1.250
554.0 |
|
48
|
48.000
|
0.406
206.4 |
0.438
222.5 |
0.469
238.0 |
0.562
284.7 |
0.625
316.2 |
0.656
331.7 |
0.688
347.6 |
0.750
378.5 |
0.812
409.2 |
0.875
440.4 |
0.938
471.5 |
1.000
502.0 |
1.125
563.2 |
1.250
624.1 |
|
CONVERSION TABLE
|
|||
Inch = 2.54 centimeters | Foot = 0.3048 meter | Mile = 1.609 Kilometers | Pound = 0.4535 kilogram |
Centimeter = 0.3937 inch | Meter = 3.28 feet | Kilometer = 0.6275 mile | Kilogram – 2.205 pounds |
Inch = 25.4 millimeters | Yard = 0.9144 meter | Ounce = 28.35 grams | Ton = 0.907 metric ton |
Millimeter = 0.03937 inch | Meter = 1.0936 yards | Gram = 0.0353 ounce | Metric Ton – 1.1025 tons |
METRIC WEIGHTS AND DIMENSIONS OF SEAMLESS AND WELDED PIPE
Pipe
Size Inches |
OD
in mm |
A.S.A. Pipe Schedule
|
DBL.
E.H. |
||||||||||||
5
|
10
|
20
|
30
|
STD.
|
40
|
60
|
E.H.
|
80
|
100
|
120
|
140
|
160
|
|||
1/8
|
10.3
|
.089
.21 |
1.24
.28 |
|
|
1.73
.36 |
1.73
.36 |
|
2.41
.46 |
2.41
.46 |
|
|
|
|
|
1/4
|
13.7
|
1.24
.38 |
1.65
.49 |
|
|
2.24
.63 |
2.24
.63 |
|
3.02
.80 |
3.02
.80 |
|
|
|
|
|
3/8
|
17.1
|
1.24
.49 |
1.65
.63 |
|
|
2.31
.85 |
2.31
.85 |
|
3.20
1.10 |
3.20
1.10 |
|
|
|
|
|
1/2
|
21.3
|
1.65
.80 |
2.11
1.00 |
|
|
2.77
1.27 |
2.77
1.27 |
|
3.73
1.62 |
3.73
1.62 |
|
|
|
4.75
1.94 |
7.47
2.55 |
3/4
|
26.7
|
1.65
1.02 |
2.11
1.28 |
|
|
2.87
1.68 |
2.87
1.68 |
|
3.91
2.19 |
3.91
2.19 |
|
|
|
5.54
2.89 |
7.82
3.63 |
1
|
33.4
|
1.65
1.29 |
2.77
2.09 |
|
|
3.38
2.50 |
3.38
2.50 |
|
4.55
3.23 |
4.55
3.23 |
|
|
|
6.35
4.24 |
9.09
5.45 |
1-1/4
|
42.2
|
1.65
1.65 |
2.77
2.69 |
|
|
3.56
3.38 |
3.56
3.38 |
|
4.85
4.47 |
4.85
4.47 |
|
|
|
6.35
5.61 |
9.70
7.76 |
1-1/2
|
48.3
|
1.65
1.90 |
2.77
3.11 |
|
|
3.68
4.05 |
3.68
4.05 |
|
5.08
5.41 |
5.08
5.41 |
|
|
|
7.14
7.24 |
10.2
9.55 |
2
|
60.3
|
1.65
2.39 |
2.77
3.93 |
|
|
3.91
5.44 |
3.91
5.44 |
|
5.54
7.48 |
5.54
7.48 |
|
|
|
8.71
11.1 |
11.1
13.5 |
2-1/2
|
73.0
|
2.11
3.69 |
3.05
5.26 |
|
|
5.16
8.62 |
5.16
8.62 |
|
7.01
11.4 |
7.01
11.4 |
|
|
|
9.53
14.9 |
14.0
20.4 |
3
|
88.9
|
2.11
4.51 |
3.05
6.45 |
|
|
5.49
11.3 |
5.49
11.3 |
|
7.62
15.3 |
7.62
15.3 |
|
|
|
11.1
21.3 |
15.2
27.7 |
3-1/2
|
101.6
|
2.11
5.17 |
3.05
7.41 |
|
|
5.74
13.6 |
5.74
13.6 |
|
8.08
18.6 |
8.08
18.6 |
|
|
|
|
16.2
34.0 |
4
|
114.3
|
2.11
5.84 |
3.05
8.36 |
|
|
6.02
16.1 |
6.02
16.1 |
7.14
18.9 |
8.56
22.3 |
8.56
22.3 |
|
11.1
28.3 |
|
13.5
33.5 |
17.1
41.0 |
4-1/2
|
127.0
|
|
|
|
|
6.27
18.7 |
|
|
9.02
26.2 |
|
|
|
|
|
18.0
48.5 |
MEDIUM TYPE =WALL THICKNESS IN MILLIMETERS
BOLD TYPE =WEIGHT IN KILOGRAMS PER METER
METRIC WEIGHTS AND DIMENSIONS OF SEAMLESS AND WELDED PIPE
Pipe
Size Inches |
OD
in mm |
A.S.A. Pipe Schedule
|
DBL.
E.H. |
||||||||||||
5
|
10
|
20
|
30
|
STD.
|
40
|
60
|
E.H.
|
80
|
100
|
120
|
140
|
160
|
|||
5
|
141.3
|
2.77
9.46 |
3.40
11.6 |
|
|
6.55
21.8 |
6.55
21.8 |
|
9.53
31.0 |
9.53
31.0 |
|
12.7
40.3 |
|
15.9
49.1 |
19.1
57.4 |
6
|
168.3
|
2.77
11.3 |
3.40
13.8 |
|
|
7.11
28.3 |
7.11
28.3 |
|
11.0
42.6 |
11.0
42.6 |
|
14.3
54.2 |
|
18.2
67.5 |
22.0
79.2 |
7
|
193.7
|
|
|
|
|
7.65
35.1 |
|
|
12.7
56.7 |
|
|
|
|
|
22.2
94.0 |
8
|
219.1
|
2.77
14.8 |
3.76
20.0 |
6.35
33.3 |
7.04
41.3 |
8.18
42.5 |
8.18
42.5 |
10.3
53.1 |
12.7
64.6 |
12.7
64.6 |
15.1
75.8 |
18.2
90.3 |
20.6
101. |
23.0
111. |
22.2
108. |
9
|
244.5
|
|
|
|
|
8.69
50.5 |
|
|
12.7
72.6 |
|
|
|
|
|
|
10
|
273.0
|
3.40
22.6 |
4.19
27.9 |
6.35
41.8 |
7.80
51.0 |
9.27
60.3 |
9.27
60.3 |
12.7
81.5 |
12.7
81.5 |
15.1
95.9 |
18.2
115. |
21.4
133. |
25.4
155. |
28.6
172. |
|
11
|
298.5
|
|
|
|
|
9.53
67.9 |
|
|
12.7
89.5 |
|
|
|
|
|
|
12
|
323.8
|
4.19
33.0 |
4.57
36.0 |
6.35
49.7 |
8.38
65.2 |
9.53
73.8 |
10.3
79.7 |
14.3
109. |
12.7
97.4 |
17.4
132. |
21.4
160. |
25.4
187. |
28.6
208. |
33.3
239. |
|
14
|
355.6
|
|
6.35
54.7 |
7.92
68.1 |
9.53
81.3 |
9.53
81.3 |
11.1
94.4 |
15.1
127. |
12.7
107. |
19.1
158. |
23.8
195. |
27.8
225. |
31.8
154. |
35.7
282. |
|
16
|
406.4
|
|
6.35
62.6 |
7.92
78.0 |
9.53
93.2 |
9.53
93.2 |
12.7
123. |
16.7
160. |
12.7
123. |
21.4
203. |
26.2
246. |
30.9
287. |
36.5
333. |
40.5
365. |
|
18
|
457.2
|
|
6.35
70.6 |
7.92
88.0 |
11.1
122. |
9.53
105. |
14.3
156. |
19.1
206. |
12.7
139. |
23.8
254. |
29.4
310. |
34.9
364. |
39.7
409. |
45.2
460. |
|
20
|
508.0
|
|
6.35
78.5 |
9.53
117. |
12.7
155. |
9.53
117. |
15.1
183. |
20.6
248. |
12.7
155. |
26.2
311. |
32.5
382. |
38.1
442. |
44.5
508. |
50.0
565. |
|
24
|
609.6
|
|
6.35
94.5 |
9.53
141. |
14.3
210. |
9.53
141. |
17.4
255. |
24.6
355. |
12.7
187. |
30.9
442. |
38.9
547. |
46.0
640. |
52.4
720. |
59.5
807. |
|