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forged steel fittings
figure 2158
Laterals
Size
B
C
D
K
L
Unit
Weight
NPS DN in
mm in
mm in
mm in
mm in
mm lbs
kg
1
2
15 1.31 33.27 0.855 21.72 0.375 8.89 2.125 54.66 3.000 76.20 1.00 0.45
3
4
20 1.56 39.62 1.065 27.05 0.500 12.70 2.563 65.10 3.563 90.50 1.50 0.68
1 25 1.84 46.74 1.330 33.78 0.500 12.70 3.000 76.2 4.125 104.78 2.38 1.07
1
1
4
32 2.22 56.39 1.675 41.91 0.500 12.70 3.500 88.90 4.810 122.17 3.75 1.69
1
1
2
40 2.50 63.50 1.915 49.53 0.500 12.70 3.940 100.08 5.375 135.89 4.13 1.91
2 50 3.03 79.96 2.406 61.11 0.625 16.51 4.750 120.65 6.440 163.58 6.29 2.83
Forged Steel Fittings
Class 3000 Socket Weld
figure 2154
Couplings
Size
B
Socket Dia.
C
Minimum
D
Bore Dia.
E
J
Socket Depth
Minimum
Unit
Weight
NPS DN in
mm in
mm in
mm in
mm in
mm lbs
kg
1
8
6 .440
.420
11.2
10.8 0.125 3.18 .299
.239
7.6
6.1 0.25 6.5 0.38 9.5 0.08 0.04
1
4
8 .575
.555
14.6
14.2 0.130 3.30 .394
.334
10.0
8.5 0.25 6.5 0.38 9.5 0.10 0.05
3
8
10 .710
.690
18.0
17.6 0.138 3.50 .523
.463
13.3
11.8 0.25 6.5 0.38 9.5 0.16 0.07
1
2
15 .875
.855
22.2
21.8 0.161 4.09 .652
.592
16.6
15.0 0.38 9.5 0.38 9.5 0.21 0.10
3
4
20 1.085
1.065
27.6
27.2 0.168 4.27 .854
.794
21.7
20.2 0.38 9.5 0.50 12.5 0.40 0.18
1 25 1.350
1.330
34.3
33.9 0.196 4.98 1.079
1.019
27.4
25.9 0.50 12.5 0.50 12.5 0.55 0.25
1
1
4
32 1.695
1.675
43.1
42.7 0.208 5.28 1.410
1.350
35.8
34.3 0.50 12.5 0.50 12.5 0.75 0.34
1
1
2
40 1.935
1.915
49.2
48.8 0.218 5.54 1.640
1.580
41.6
40.1 0.50 12.5 0.50 12.5 1.10 0.50
2 50 2.426
2.406
61.7
61.2 0.238 6.04 2.097
2.037
53.3
51.7 0.75 19.0 0.62 16.0 1.65 0.75
2
1
2
65 2.931
2.906
74.4
73.9 0.302 7.67 2.529
2.409
64.2
61.2 0.75 19.0 0.62 16.0 3.25 1.47
3 80 3.560
3.535
90.3
89.8 0.327 8.30 3.128
3.008
79.4
76.4 0.75 19.0 0.62 16.0 5.10 2.31
4 100 4.570
4.545
115.7
115.2 0.368 9.35 4.086
3.966
103.8
100.7 0.75 19.0 0.75 19.0 7.50 3.40
D
C
B
E
J
B
C
K
L
D
Note:
When the pipe is seated against the bottom of the socket prior to welding, to prevent possible cracking of the fllet welds, it is recommended that the pipe be withdrawn approximately
1
16
in
(1.6mm)
away
from contact with the bottom of the socket before starting the weld.
Average of socket wall thickness around periphery shall be no less than listed values. The minimum values are permitted in localized areas.