Seamless steel pipe plant to provide: The theoretical weight of seamless steel pipe The actual component of the seamless steel pipe steel is calculated according to the nominal size and density of the steel (previously called the specific gravity) calculated as the actual component. This has an indirect relationship with the allowable deflection of the length dimension, cross-sectional area and size of the steel. Because of the allowable bias in the manufacturing history of steel, the actual component and the actual component of the formula calculation have a positive balance, which is only used as a reference for the budget.
Seamless steel pipe theoretical weight table
Outside diameter mm
Wall thickness mm
0.50
0.60
0.80
1.0
1.2
1.4
1.5
1.6
1.8
2.0
2.2
2.5
2.8
3.0
3.2
Weight per kilogram
6
0.07
0.08
0.10
0.12
0.14
0.16
0.17
0.17
0.19
0.20
7
0.08
0.10
0.12
0.15
0.17
0.19
0.20
0.21
0.23
0.25
0.26
0.28
8
0.09
0.11
0.14
0.17
0.20
0.23
0.24
0.25
0.28
0.30
0.32
0.34
9
0.11
0.12
0.16
0.20
0.23
0.26
0.28
0.29
0.32
0.35
0.37
0.40
0.43
10
0.12
0.14
0.18
0.22
0.26
0.30
0.31
0.33
0.36
0.40
0.42
0.46
0.50
0.52
0.54
11
0.13
0.15
0.20
0.25
0.29
0.33
0.35
0.37
0.41
0.44
0.48
0.52
0.57
0.59
0.62
12
0.14
0.17
0.22
0.27
0.32
0.37
0.39
0.41
0.45
0.49
0.53
0.59
0.64
0.67
0.69
13
0.15
0.18
0.24
0.30
0.35
0.40
0.43
0.45
0.50
0.54
0.59
0.65
0.70
0.74
0.77
14
0.17
0.20
0.26
0.32
0.38
0.44
0.46
0.49
0.54
0.59
0.64
0.71
0.77
0.81
0.85
15
0.18
0.21
0.28
0.35
0.44
0.47
0.50
0.53
0.59
0.64
0.69
0.77
0.84
0.89
0.93
16
0.19
0.23
0.30
0.37
0.44
0.50
0.54
0.57
0.63
0.69
0.75
0.83
0.91
0.96
1.01
17
0.20
0.24
0.32
0.40
0.47
0.54
0.57
0.61
0.68
0.74
0.80
0.89
0.98
1.04
1.09
18
0.22
0.26
0.34
0.42
0.50
0.57
0.61
0.65
0.72
0.79
0.86
0.96
1.05
1.11
1.17
19
0.23
0.27
0.36
0.44
0.53
0.61
0.65
0.69
0.76
0.84
0.91
1.02
1.12
1.18
1.25
20
0.24
0.29
0.38
0.47
0.56
0.64
0.68
0.73
0.81
0.89
0.97
1.08
1.19
1.26
1.33
twenty one
0.25
0.30
0.40
0.49
0.59
0.68
0.72
0.77
0.85
0.94
1.02
1.14
1.26
1.33
1.41
twenty two
0.27
0.32
0.42
0.52
0.62
0.71
0.76
0.85
0.94
1.04
1.13
1.27
1.39
1.48
1.56
twenty three
0.28
0.33
0.44
0.54
0.65
0.75
0.80
0.85
0.94
1.04
1.13
1.27
1.39
1.48
1.56
twenty four
0.29
0.35
0.46
0.57
0.68
0.79
0.83
0.89
0.99
1.09
1.18
1.33
1.46
1.55
1.64
25
0.30
0.36
0.48
0.59
0.70
0.82
0.87
0.92
1.03
1.13
1.24
1.39
1.53
1.63
1.72
27
0.33
0.39
0.52
0.64
0.76
0.88
0.94
1.00
1.13
1.23
1.34
1.51
1.67
1.78
1.88
28
0.34
0.41
0.54
0.67
0.79
0.92
0.98
1.04
1.16
1.28
1.40
1.57
1.74
1.85
1.96
29
0.35
0.42
0.56
0.69
0.82
0.95
1.02
1.08
1.21
1.33
1.45
1.63
1.81
1.92
2.04
30
0.36
0.44
0.58
0.72
0.85
0.99
1.05
1.12
1.25
1.38
1.51
1.70
1.88
2.00
2.12
32
0.39
0.47
0.62
0.77
0.91
1.06
1.13
1.20
1.34
1.48
1.62
1.82
2.02
2.15
2.27
34
0.41
0.50
0.66
0.81
0.97
1.13
1.20
1.28
1.43
1.58
1.72
1.94
2.15
2.29
2.43
35
0.43
0.51
0.64
0.84
1.00
1.16
1.24
1.32
1.47
1.63
1.78
2.00
2.22
2.37
2.51
36
0.44
0.52
0.70
0.86
1.03
1.20
1.28
1.36
1.52
1.68
1.83
2.07
2.29
2.44
2.59
38
0.46
0.55
0.73
0.91
1.09
1.26
1.35
1.44
1.61
1.78
1.94
2.19
2.43
2.59
2.75
40
0.49
0.58
0.77
0.96
1.15
1.33
1.42
1.52
1.69
1.87
2.05
2.31
2.57
2.74
2.90
42
1.01
1.21
1.40
1.50
1.60
1.79
1.97
2.16
2.44
2.71
2.89
3.06
44.5
1.07
1.28
1.49
1.59
1.69
1.90
2.10
2.29
2.59
2.88
3.07
3.26
45
1.09
1.30
1.51
1.61
1.71
1.92
2.12
2.32
2.62
2.91
3.11
3.30
48
1.16
1.39
1.61
1.72
1.83
2.05
2.27
2.48
2.81
3.12
3.33
3.54
50
1.21
1.14
1.68
1.79
1.91
2.14
2.37
2.59
2.93
3.26
3.48
3.70
51
1.23
1.47
1.71
1.83
1.95
2.18
2.42
2.56
2.99
3.33
3.55
3.77
53
1.28
1.53
1.78
1.91
2.03
2.27
2.52
2.76
3.11
3.47
3.70
3.93
54
1.31
1.56
1.82
1.94
2.07
2.32
2.56
2.81
3.18
3.54
3.77
4.01
56
1.36
1.62
1.89
2.02
2.15
2.41
2.66
2.92
3.30
3.67
3.92
4.17
57
1.38
1.65
1.92
2.05
2.19
2.45
2.71
2.97
3.36
3.74
4.00
4.25
60
1.46
1.74
2.02
2.16
2.31
2.58
2.86
3.14
3.55
3.95
4.22
4.48
63
1.53
1.83
2.13
2.27
2.42
2.72
3.01
3.30
3.73
4.16
4.44
4.72
65
1.58
1.89
2.20
2.35
2.50
2.81
3.11
3.41
3.85
4.29
4.59
4.88
68
1.65
1.98
2.30
2.46
2.62
2.93
3.26
3.57
4.04
4.49
4.81
5.12
70
1.70
2.04
2.37
2.53
2.70
3.03
3.35
3.68
4.16
4.65
4.96
5.28
73
1.78
2.12
2.47
2.64
2.82
3.16
3.50
3.84
4.35
4.84
5.18
5.52
Outside diameter mm
Seamless pipe wall thickness for hot rolled structure (mm)
2.0
2.5
3
3.5
4
4.5
5
5.5
6
6.5
Weight per meter (kg)
twenty two
0.986
1.20
1.41
-
-
-
-
-
-
-
25
1.13
1.39
1.63
1.86
-
-
-
-
-
-
28
-
1.57
1.85
2.11
-
-
-
-
-
-
30
-
1.70
2.00
2.29
2.56
-
-
-
-
-
32
-
1.82
2.15
2.46
2.76
3.05
3.33
3.59
3.85
4.09
38
-
2.19
2.59
2.98
3.35
3.72
4.07
4.41
4.74
5.05
42
-
2.44
2.89
3.32
3.750
4.16
4.56
4.95
5.33
5.69
45
-
2.62
3.11
3.58
4.04
4.49
4.93
5.36
5.77
6.17
50
-
2.93
3.48
4.01
4.54
5.05
5.55
6.04
6.51
6.97
54
-
-
3.77
4.36
4.93
5.49
6.04
6.58
7.10
7.61
57
-
-
4.00
4.62
5.23
5.83
6.41
6.99
7.55
8.10
60
-
-
4.22
4.88
5.52
6.16
6.78
7.39
7.99
8.58
63.5
-
-
4.48
5.18
5.87
6.55
7.21
7.87
8.51
9.14
68
-
-
4.81
5.57
6.31
7.05
7.77
8.48
9.17
9.86
70
-
-
4.96
5.74
6.51
7.27
8.01
8.75
9.47
10.18
73
-
-
5.18
6.00
6.81
7.60
8.38
9.16
9.91
10.66
76
-
-
5.46
6.26
7.10
7.93
8.75
9.56
10.36
11.14
83
-
-
-
6.86
7.79
8.71
9.62
10.51
11.39
12.26
89
-
-
-
7.38
8.38
9.38
10.36
11.33
12.28
13.22
95
-
-
-
7.90
8.98
10.04
11.10
12.14
13.17
14.19
102
-
-
-
8.50
9.67
10.80
11.96
13.09
14.21
15.31
108
-
-
-
-
10.26
11.49
12.70
13.90
15.09
16.27
114
-
-
-
-
10.85
12.15
13.44
14.72
15.98
17.23
121
-
-
-
-
11.54
12.93
14.30
15.67
17.02
18.35
127
-
-
-
-
12.13
13.59
15.04
16.48
17.90
19.31
133
-
-
-
-
12.73
14.26
15.78
17.29
18.79
20.28
140
-
-
-
-
-
15.04
16.65
18.24
19.83
21.4
146
-
-
-
-
-
15.7
17.39
19.06
20.72
22.36
152
-
-
-
-
-
16.37
18.13
19.87
21.60
23.32
159
-
-
-
-
-
17.15
18.99
20.82
22.64
24.45
168
-
-
-
-
-
-
20.10
22.04
23.97
25.89
180
-
-
-
-
-
-
21.59
23.67
25.74
27.81
194
-
-
-
-
-
-
23.30
25.60
27.82
30.05
203
-
-
-
-
-
-
-
-
29.14
31.50
219
-
-
-
-
-
-
-
-
31.52
34.06
245
-
-
-
-
-
-
-
-
-
38.23
273
-
-
-
-
-
-
-
-
-
42.72
Note: Calculate the theoretical weight calculation formula of commonly used profiles:
m=F×L×Ï
M—mass Kg; F—section area m2; L—length m; Ï—density*Kg/m3
☆ Among them: F area calculation method:
1. Fang Gang F= a2
2. Steel pipe F = 3.1416 × $ (D-$) D - diameter $ - thickness
3, steel plate, flat steel F = a × $ a - width density:
Steel: 7.85*103 kg/m3
Aluminum: 2.5 to 2.95*103
Copper: 8.45-8.9*103
Cast iron: 6.6～7*103
Nylon: 1.04 to 1.15*103
m=F×L×Ï
M—mass Kg; F—section area m2; L—length m; Ï—density*Kg/m3
☆ Among them: F area calculation method:
1. Fang Gang F= a2
2. Steel pipe F = 3.1416 × $ (D-$) D - diameter $ - thickness
3, steel plate, flat steel F = a × $ a - width density:
Steel: 7.85*103 kg/m3
Aluminum: 2.5 to 2.95*103
Copper: 8.45-8.9*103
Cast iron: 6.6～7*103
Nylon: 1.04 to 1.15*103
The source of the information was released in Shandong Suiping Tianshan Seamless Steel Tube Factory.
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