Page 112 - bannerAnvil2010PipeFittingsCatalog2010

112 www.anvilintl.com
forged steel fittings
B
C
K
L
D
A
J C
BD
figure 2173
Crosses Size A B
Socket Dia.
C
Minimum
D
Bore Dia.
J
Socket Depth
Minimum
Unit
Weight
NPS DN in mm in mm in mm in mm in mm lbs kg
1⁄2 15 0.75 19.0 .875.855
22.2
21.8 0.204 5.18 .494.434
12.5
11.0 0.38 9.5 1.40 0.63
3⁄4 20 0.88 22.5 1.0851.065
27.6
27.2 0.238 6.04 .642.582
16.3
14.8 0.50 12.5 2.30 1.04
1 25 1.06 27.0 1.3501.330
34.3
33.9 0.273 6.93 .845.785
21.5
19.9 0.50 12.5 3.80 1.72
11⁄4 32 1.25 32.0 1.6951.675
43.1
42.7 0.273 6.93 1.1901.130
30.2
28.7 0.50 12.5 4.70 2.13
11⁄2 40 1.50 38.0 1.9351.915
49.2
48.8 0.307 7.80 1.3681.308
34.7
33.2 0.50 12.5 8.70 3.95
2 50 1.62 41.0 2.4262.406
61.7
61.2 0.374 9.50 1.7171.657
43.6
42.1 0.62 16.0 9.30 4.22
Forged Steel Fittings
Class 6000 Socket Weld
figure 2172
Tees Size A B
Socket Dia.
C
Minimum
D
Bore Dia.
J
Socket Depth
Minimum
Unit
Weight
NPS DN in mm in mm in mm in mm in mm lbs kg
1⁄2 15 0.75 19.0 .875.855
22.2
21.8 0.204 5.18 .494.434
12.5
11.0 0.38 9.5 1.16 0.53
3⁄4 20 0.88 22.5 1.0851.065
27.6
27.2 0.238 6.04 .642.582
16.3
14.8 0.50 12.5 2.00 0.91
1 25 1.06 27.0 1.3501.330
34.3
33.9 0.273 6.93 .845.785
21.5
19.9 0.50 12.5 3.16 1.43
11⁄4 32 1.25 32.0 1.6951.675
43.1
42.7 0.273 6.93 1.1901.130
30.2
28.7 0.50 12.5 3.62 1.64
11⁄2 40 1.50 38.0 1.9351.915
49.2
48.8 0.307 7.80 1.3681.308
34.7
33.2 0.50 12.5 7.10 3.22
2 50 1.62 41.0 2.4262.406
61.7
61.2 0.374 9.50 1.7171.657
43.6
42.1 0.62 16.0 8.90 4.04
21⁄2 65 2.25 57.1 2.9312.906
74.4
73.9 0.41 10.41 2.1852.065
55.5
52.5 0.62 16.0 16.63 7.54
3 80 2.50 63.5 3.5603.535
90.3
89.8 0.48 12.19 2.6842.564
68.2
65.1 0.62 16.0 23.80 10.79
4 100 2.62 66.5 4.5704.545
115.7
115.2 0.58 14.73 3.4983.378
88.8
85.8 0.75 19.0 45.32 20.55
BD
A J
C
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of the socket prior to welding, to prevent possible cracking of the fllet welds, it is recommended that the pipe be withdrawn approximately 1⁄ 16 in (1.6mm) away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.
figure 2178
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
11⁄4 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
11⁄2 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