Pipe Chart - Dimensions & Weights
BLACK = WALL THICKNESS IN INCHES STAINLESS STEEL
RED = STEEL WEIGHT PER FOOT IN POUNDS CARBON & ALLOY
BLUE = ALUMINUM WEIGHT PER FOOT IN POUNDS ALUMINUM
Columns  and  are wall thickness produced to pipe tolerances. Download PDF version
| NOM PIPE SIZE |
O.D. IN INCHES |
PIPE SCHEDULES |
| 5s |
5 |
10s |
10 |
20 |
|
30 |
40s & STD |
40 |
|
60 |
80s
E. H. |
80 |
100 |
120 |
140 |
160 |
DBL
E. H. |
| 1/8 |
.405 |
|
.035
.1383
|
.049
.1863
|
.049
.1863
|
|
|
|
.068
.2447
|
.068
.2447
.0850
|
|
|
.095
.3145
|
.095
.3145
.1090
|
|
|
|
|
|
| 1/4 |
.540 |
|
.049
.2570
|
.065
.3297
|
.065
.3297
|
|
|
|
.088
.4248
|
.088
.4248
.1470
|
|
|
.119
.5351
|
.119
.5351
.1850
|
|
|
|
|
|
| 3/8 |
.675 |
|
.049
.3276
|
.065
.4235
|
.065
.4235
|
|
|
|
.091
.5676
|
.091
.5676
.1960
|
|
|
.126
.7388
|
.126
.7388
.2560
|
|
|
|
|
|
| 1/2 |
.840 |
.065
.5383
|
.065
.5383
.1860
|
.083
.6710
|
.083
.6710
.2320
|
|
|
|
.109
.8510
|
.109
.8510
.2940
|
|
|
.147
1.088
|
.147
1.088
.3760
|
|
|
|
.187
1.304
.4510
|
.294
1.714
|
| 3/4 |
1.050 |
.065
.6838
|
.065
.6838
.2370
|
.083
.8572
|
.083
.8572
.2970
|
|
|
|
.113
1.131
|
.113
1.131
.3910
|
|
|
.154
1.474
|
.154
1.474
.5100
|
|
|
|
.218
1.937
.6700
|
.308
2.441
|
| 1 |
1.315 |
.065
.8678
|
.065
.8678
.3000
|
.109
1.404
|
.109
1.404
.4860
|
|
|
|
.133
1.679
|
.133
1.679
.5810
|
|
|
.179
2.172
|
.179
2.172
.7510
|
|
|
|
.250
2.844
.9840
|
.358
3.659
|
| 1 1/4 |
1.660 |
.065
1.107
|
.065
1.107
.3830
|
.109
1.806
|
.109
1.806
.6250
|
|
|
|
.140
2.273
|
.140
2.273
.7860
|
|
|
.191
2.997
|
.191
2.997
1.037
|
|
|
|
.250
3.765
1.302
|
.382
5.214
|
| 1 1/2 |
1.900 |
.065
1.274
|
.065
1.274
.4410
|
.109
2.085
|
.109
2.085
.7210
|
|
|
|
.145
2.718
|
.145
2.718
.9400
|
|
|
.200
3.631
|
.200
3.631
1.256
|
|
|
|
.281
4.859
1.681
|
.400
6.408
|
| 2 |
2.375 |
.065
1.604
|
.065
1.604
.5550
|
.109
2.638
|
.109
2.638
.9130
|
|
|
|
.154
3.653
|
.154
3.653
1.264
|
|
|
.218
5.022
|
.218
5.022
1.737
|
|
|
|
.344
7.462
2.575
|
.436
9.029
|
| 2 1/2 |
2.875 |
.083
2.475
|
.083
2.475
.8560
|
.120
3.531
|
.120
3.531
1.221 |
|
|
|
.203
5.793
|
.203
5.793
2.004
|
|
|
.276
7.661
|
.276
7.661
2.650
|
|
|
|
.375
10.01
3.464
|
.552
13.70
|
| 3 |
3.500 |
.083
3.029
|
.083
3.029
1.048
|
.120
4.332
|
.120
4.332
1.498
|
|
|
|
.216
7.576
|
.216
7.576
2.621
|
|
|
.300
10.25
|
.300
10.25
3.547
|
|
|
|
.438
14.32
4.945
|
.600
18.58
|
| 3 1/2 |
4.000 |
.083
3.472
|
.083
3.472
1.201
|
.120
4.937
|
.120
4.937
1.720
|
|
|
|
.226
9.109
|
.226
9.109
3.151
|
|
|
.318
12.51
|
.318
12.51
4.326
|
|
|
|
|
.636
22.85
|
| 4 |
4.500 |
.083
3.915
|
.083
3.915
1.354
|
.120
5.613
|
.120
5.613
1.942
|
|
|
|
.237
10.79
|
.237
10.79
3.733
|
|
|
.337
14.98
|
.337
14.98
5.183
|
|
.438
19.00
6.560
|
|
.531
22.51
7.786
|
.674
27.54
|
| 4 1/2 |
5.000 |
|
|
|
|
|
|
|
.247
12.54
|
|
|
|
.355
17.61
|
|
|
|
|
|
|
| 5 |
5.563 |
.109
6.349
|
.109
6.349
2.196
|
.134
7.770
|
.134
7.770
2.688
|
|
|
|
.258
14.62
|
.258
14.62
5.057
|
|
|
.375
20.78
|
.375
20.78
7.188
|
|
.500
27.04
9.353
|
|
.625
32.96
11.40
|
.750
38.55
|
| 6 |
6.625 |
.109
7.585
|
.109
7.585
2.624
|
.134
9.290
|
.134
9.289
3.213
|
|
|
|
.280
18.97
|
.280
18.97
6.564
|
|
|
.432
28.57
|
.432
28.57
9.884
|
|
.562
36.39
12.59
|
|
.719
43.35
15.67
|
.864
53.16
|
| 7 |
7.625 |
|
|
|
|
|
|
|
.301
23.54
|
|
|
|
.500
38.04
|
|
|
|
|
|
.875
63.08
|
| 8 |
8.625 |
.109
9.914
|
.109
9.914
3.429
|
.148
13.40
|
.148
13.40
4.635
|
.250
22.36
7.735
|
.175
5.463
|
.277
24.70
8.543
|
.322
28.55
|
.322
28.55
9.878
|
|
.406
35.64
12.33
|
.500
43.39
|
.500
43.39
15.01
|
.594
50.95
17.60
|
.719
60.71
20.97
|
.812
67.76
23.44
|
.906
74.79
25.84
|
.875
72.42
|
| 9 |
9.625 |
|
|
|
|
|
|
|
.342
33.91
|
|
|
|
.500
48.73
|
|
|
|
|
|
|
| 10 |
10.75 |
.134
15.19
|
.134
15.19
5.256
|
.165
18.65
|
.165
18.70
6.453
|
.250
28.04
9.698
|
.279
10.79
|
.307
34.24
11.34
|
.365
40.48
|
.365
40.48
14.00
|
|
.500
54.74
18.93
|
.500
54.74
|
.594
64.43
22.25
|
.719
77.03
26.61
|
.844
82.29
|
1.000
104.1
|
1.125
115.6
|
1.000
104.1
|
| 11 |
11.75 |
|
|
|
|
|
|
|
.375
45.56
|
|
|
|
.500
60.08
|
|
|
|
|
|
|
| 12 |
12.75 |
.156
21.07
|
.165
22.18
|
.180
24.16
|
.180
24.16
8.359
|
.250
33.38
11.55
|
.375
17.14
|
.330
43.77
15.14
|
.375
49.56
|
.406
53.52
18.52
|
.500
22.63
|
.562
73.15
25.31
|
.500
65.42
|
.688
88.63
30.62
|
.844
107.3
|
1.000
125.5
|
1.125
136.7
|
1.312
160.3
|
1.000
125.5
|
| 14 |
14.00 |
.156
23.07
|
|
.188
27.73
|
.250
36.71
|
.312
45.61
|
|
.375
54.57
|
.375
54.57
|
.438
63.44
|
|
.594
85.05
|
.500
72.09
|
.750
106.1
|
.938
130.9
|
1.094
150.8
|
1.250
170.2
|
1.406
189.1
|
|
| 16 |
16.00 |
.165
27.90
|
|
.188
31.75
|
.250
42.05
|
.312
52.27
|
|
.375
62.58
|
.375
62.58
|
.500
82.77
|
|
.656
107.5
|
.500
82.77
|
.844
136.6
|
1.031
164.8
|
1.219
192.4
|
1.438
223.6
|
1.594
245.3
|
|
| 18 |
18.00 |
.165
31.43
|
|
.188
35.76
|
.250
47.39
|
.312
58.94
|
|
.438
82.15
|
.375
70.59
|
.562
104.7
|
|
.750
138.2
|
.500
93.45
|
.938
170.9
|
1.156
208.0
|
1.375
244.1
|
1.562
274.2
|
1.781
308.5
|
|
| 20 |
20.00 |
.188
39.78
|
|
.218
46.05
|
.250
52.73
|
.375
78.60
|
|
.500
104.1
|
.375
78.60
|
.594
123.1
|
|
.812
166.4
|
.500
104.1
|
1.031
208.9
|
1.281
256.1
|
1.500
296.4
|
1.750
341.1
|
1.969
379.2
|
|
| 24 |
24.00 |
.218
55.37
|
|
.250
63.41
|
.250
63.41
|
.375
96.42
|
|
.562
140.7
|
.375
94.62
|
.688
171.3
|
|
.969
238.4
|
.500
125.5
|
1.219
296.6
|
1.531
367.4
|
1.812
429.4
|
2.062
483.1
|
2.344
542.1
|
|
| 26 |
26.00 |
|
|
|
.312
85.60
|
.500
136.17
|
|
|
.375
102.63
|
|
|
|
.500
136.17
|
|
|
|
|
|
|
| 28 |
28.00 |
|
|
|
.312
92.26
|
.500
146.85
|
|
.625
182.73
|
.375
110.64
|
|
|
|
|
|
|
|
|
|
|
| 30 |
30.00 |
.250
79.43
|
|
.312
98.93
|
.312
98.93
|
.500
157.53
|
|
.625
196.08
|
.375
118.65
|
|
|
|
.500
157.53
|
|
|
|
|
|
|
| 32 |
32.00 |
|
|
|
.312
105.59
|
.500
168.21
|
|
.625
209.43
|
.375
126.66
|
.688
230.08
|
|
|
.500
168.21
|
|
|
|
|
|
|
|
| 34 |
34.00 |
|
|
|
.312
112.25
|
.500
178.89
|
|
.625
222.78
|
.375
134.67
|
.688
244.77
|
|
|
|
|
|
|
|
|
|
| 36 |
36.00 |
|
|
|
.312
118.92
|
|
|
.625
236.13
|
.375
142.68
|
.750
282.35
|
|
|
.500
189.57
|
|
|
|
|
|
|
To calculate weight per ft. for round steel tubing:
(Diameter - Wall) x (Wall x 10.68) = Wt. Per Ft.
To calculate the theoretical weight of various metals, multiply the weight in Lbs. per Ft. (red numbers above) by the factors below:
| Alloy C-276 - 1.129 |
Alloy 400 - 1.139 |
Alloy 800 - 1.025 |
| Alloy 2205 - 0.997 |
Alloy 600 - 1.074 |
Alloy 825 - 1.039 |
| Alloy 200 - 1.134 |
Alloy 625 - 1.066 |
Titanium - 0.582 |
| Alloy 201 - 1.138 |
|
|
|
