Tubería SCHEDULE 10 con Costura
Diámetro Nominal
Diámetro
Externo
SCH 10
Grosor Pared Presión Int. Trab.
pg
mm
PSI
Kg/m
.405 10.29
.049
1.24
4270
300
.540 13.72
.065
1.65
4240
298
.675 17.15
.065
1.65
3320
233
.840 21.34
0.83
2.11
3420
240
1.050 26.67
.083
2.11
2690
189
1.315 33.40
.109
2.77
2830
199
1.660 42.16
.109
2.77
2210
155
1.900 48.26
.109
2.77
1920
135
2.375 60.33
.109
2.77
1520
107
2.875 73.03
.120
3.05
1380
97
3.500 88.90
.120
3.05
1120
79
4.000 101.60 .120
3.05
980
69
4.500 114.30 .120
3.05
867
61
6.625 168.28 .134
3.40
655
46
8.625 219.08 .148
3.76
555
39
10.750 273.05 .165
4.19
495
35
NORMA: ASTM A312
Longitud aprox. 6 mts con costura
NPS
pg
1/8
1/4
3/8
1/2
3/4
1
1 1/4
1 1/2
2
2 1/2
3
31/2
4
6
8
10
mm
Peso Aprox.
Lb/pie Kg/m
.19
.28
.33
.49
.42
.63
.67
1.00
.86
1.28
1.40
2.09
1.81
2.69
2.09
3.11
2.64
3.93
3.53
5.27
4.33
6.46
4.97
7.42
5.61
8.37
9.29 13.85
13.40 19.98
18.70 27.88
Tubería SCHEDULE 40 con Costura
Diámetro
Nominal
Diámetro
Externo
NPS
pg
mm
1/8
1/4
3/8
1/2
3/4
1
1 1/4
1 1/2
2
2 1/2
3
3 1/2
4
6
8
.405
.540
.675
.840
1.050
1.315
1.660
1.900
2.375
2.875
3.500
4.000
4.500
6.625
8.625
10.29
13.72
17.15
21.34
26.67
33.40
42.16
48.26
60.33
73.03
88.90
101.60
114.30
168.28
219.08
SCH 40
Grosor
pg
.068
.088
.091
.109
.113
.133
.140
.145
.154
.203
.216
.226
.237
.280
.322
Pared
mm
1.73
2.24
2.31
2.77
2.87
3.38
3.56
3.68
3.91
5.16
5.49
5.76
6.02
7.11
8.18
Presión Int. Trab.
PSI
Kg/m
6170
434
5970
420
4810
338
4610
324
3750
264
3510
247
2880
202
2590
182
2180
153
2390
168
2070
146
1890
133
1750
123
1395
98
1227
86
Peso Aprox.
Lb/pie Kg/m
.25
.37
.43
.63
.57
.85
.85
1.27
1.13
1.69
1.68
2.50
2.27
3.39
2.72
4.05
3.65
5.45
5.79
8.64
7.58
11.30
9.11
13.58
10.79 16.09
18.97 28.28
28.55 45.57
10
10.750
273.05
.365
9.27
1113
NORMA: ASTM A312
Longitud aprox. 6 mts con costura
78
40.48
60.36
Tubería SCHEDULE 80 con Costura
Diámetro
Nominal
Diámetro
Externo
NPS
pg
1
1.315"
SCH 80
Grosor Pared
Presión Int. Trab.
pg
mm
PSI
Kg/m
33.4 0.179"
4.55
4689
342
NORMA: ASTM A312
Longitud aprox. 6 mts con costura
mm
Peso Aprox.
Lb/pie Kg/m
7,89
3.24