-9-
Commercial pipe and wall thickness
Nominal Outside Schedule Schedule Schedule Schedule Schedule
XX
Size
Dia.
5
10
40
80
160
Strong
⅛
.405
.049
.068
.095
¼
.540
.065
.088
.119
⅜
.675
.065
.091
.126
½
.840
.065
.083
.109
.147
.188
.294
¾
1.050
.065
.083
.113
.154
.219
.308
1
1.315
.065
.109
.133
.179
.250
.358
1¼
1.660
.065
.109
.140
.191
.250
.382
1½
1.900
.065
.109
.145
.200
.281
.400
2
2.375
.065
.109
.154
.218
.344
.436
2½
2.875
.083
.120
.203
.276
.375
.552
3
3.500
.083
.120
.216
.300
.438
.600
Bend
½ with
¾ with
1 with
1¼ with
1½ with
2 with
Angle
1.8 CLR
2.2 CLR
2.6 CLR
3.5 CLR
3.9 CLR
5.9 CLR
5
.16
.19
.23
.31
.34
.52
10
.31
.38
.45
.61
.68
1.03
15
.47
.58
.68
.92
1.02
1.55
20
.63
.77
.91
1.22
1.36
2.07
25
.79
.96
1.13
1.53
1.70
2.58
30
.94
1.15
1.36
1.83
2.04
3.10
35
1.10
1.34
1.59
2.14
2.38
3.61
40
1.26
1.54
1.82
2.44
2.72
4.13
45
1.41
1.73
2.04
2.75
3.06
4.65
50
1.57
1.92
2.27
3.05
3.40
5.16
55
1.73
2.11
2.50
3.36
3.74
5.68
60
1.88
2.30
2.72
3.67
4.08
6.20
65
2.04
2.50
2.95
3.97
4.42
6.71
70
2.20
2.69
3.18
4.28
4.76
7.23
75
2.36
2.88
3.40
4.58
5.11
7.74
80
2.51
3.07
3.63
4.89
5.45
8.26
85
2.67
3.26
3.86
5.19
5.79
8.78
90
2.83
3.46
4.08
5.50
6.13
9.29
100
3.14
3.84
4.54
6.11
6.81
10.33
110
3.46
4.22
4.99
6.72
7.49
11.36
120
3.77
4.61
5.45
7.33
8.17
12.39
130
4.08
4.99
5.90
7.94
8.85
13.42
140
4.40
5.38
6.35
8.55
9.53
14.46
150
4.71
5.76
6.81
9.16
10.21
15.49
160
5.03
6.14
7.26
9.77
10.89
16.52
170
5.34
6.53
7.71
10.38
11.57
17.55
180
5.65
6.91
8.17
11.00
12.25
18.59
Material Length Required for Rotary Bends in Pipe
“Guideline for material consumption.”
To calculate total pipe length, add distance from end of pipe to the first bend, plus first bend arc length, plus distance to second bend
Tube
Equivalent
gauge
in inches
10
.134
11
.120
12
.109
13
.095
14
.083
16
.065
18
.049
20
.035
