JIS G3454 ANSI B36.10M ANSI B36.19M PIPE WALL THICKENESS SCHEDULES DIMENSION
Nominal Wall Thickness |
Outside Diameter |
Nominal Pipe Size |
||||||||||
Sch 40 |
Sch 60 |
XS |
Sch 80 |
Sch 100 |
Sch 120 |
Sch 140 |
Sch 160 |
XXS |
JIS |
ANSI |
A |
B |
2.2 |
2.4 |
(3.0) |
3.0 |
- |
- |
- |
- |
- |
13.8 |
13.7 |
8 |
1/4 |
2.3 |
2.8 |
(3.2) |
3.2 |
- |
- |
- |
- |
- |
17.3 |
17.1 |
10 |
3/8 |
2.8 |
3.2 |
(3.7) |
3.7 |
- |
- |
- |
4.7 |
7.5 |
21.7 |
21.3 |
15 |
1/2 |
2.9 |
3.4 |
(3.9) |
3.9 |
- |
- |
- |
5.5 |
7.8 |
27.2 |
26.7 |
20 |
3/4 |
3.4 |
3.9 |
(4.5) |
4.5 |
- |
- |
- |
6.4 |
9.1 |
34.0 |
33.5 |
25 |
1 |
3.6 |
4.5 |
(4.9) |
4.9 |
- |
- |
- |
6.4 |
9.7 |
42.7 |
42.2 |
32 |
1-1/4 |
3.7 |
4.5 |
(5.1) |
5.1 |
- |
- |
- |
7.1 |
10.2 |
48.6 |
48.3 |
40 |
1-1/2 |
3.9 |
4.9 |
(5.5) |
5.5 |
- |
- |
- |
8.7 |
11.1 |
60.5 |
60.3 |
50 |
2 |
5.2 |
6.0 |
(7.0) |
7.0 |
- |
- |
- |
9.5 |
14.0 |
76.3 |
73.0 |
65 |
2-1/2 |
5.5 |
6.6 |
(7.6) |
7.6 |
- |
- |
- |
11.1 |
15.2 |
89.1 |
88.9 |
80 |
3 |
5.7 |
7.0 |
(8.1) |
8.1 |
- |
- |
- |
12.7 |
- |
101.6 |
101.6 |
90 |
3-1/2 |
6.0 |
7.1 |
(8.6) |
8.6 |
- |
11.1 |
- |
13.5 |
17.1 |
114.3 |
114.3 |
100 |
4 |
6.6 |
8.1 |
(9.5) |
9.5 |
- |
12.7 |
- |
15.9 |
19.0 |
139.8 |
141.3 |
125 |
5 |
7.1 |
9.3 |
(11.0) |
11.0 |
- |
14.3 |
- |
18.2 |
21.9 |
165.2 |
168.3 |
150 |
6 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
190.7 |
- |
175 |
7 |
8.2 |
10.3 |
(12.7) |
12.7 |
15.1 |
18.2 |
20.6 |
23.0 |
22.2 |
216.3 |
219.1 |
200 |
8 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
241.8 |
- |
225 |
9 |
9.3 |
12.7 |
12.7 |
15.1 |
18.3 |
21.4 |
25.4 |
28.6 |
25.4 |
267.4 |
273.1 |
250 |
10 |
10.3 |
14.3 |
12.7 |
17.4 |
21.4 |
25.4 |
28.6 |
33.3 |
25.4 |
318.5 |
323.9 |
300 |
12 |
11.1 |
15.1 |
12.7 |
19.0 |
23.8 |
27.8 |
31.8 |
35.7 |
- |
355.6 |
355.6 |
350 |
14 |
12.7 |
16.7 |
12.7 |
21.4 |
26.2 |
30.9 |
36.5 |
40.5 |
- |
406.4 |
406.4 |
400 |
16 |
14.3 |
19.0 |
12.7 |
23.8 |
29.4 |
34.9 |
39.7 |
45.2 |
- |
457.2 |
457.2 |
450 |
18 |
15.1 |
20.6 |
12.7 |
26.2 |
32.5 |
38.1 |
44.4 |
50.0 |
- |
508.0 |
508.0 |
500 |
20 |
- |
22.2 |
12.7 |
28.6 |
34.9 |
41.3 |
47.6 |
54.0 |
- |
558.8 |
558.8 |
550 |
22 |
17.5 |
24.6 |
12.7 |
31.0 |
38.9 |
46.0 |
52.4 |
59.5 |
- |
609.6 |
609.6 |
600 |
24 |
- |
- |
12.7 |
- |
- |
- |
- |
- |
- |
660.4 |
660.4 |
650 |
26 |
- |
- |
12.7 |
- |
- |
- |
- |
- |
- |
711.2 |
711.2 |
700 |
28 |
- |
- |
12.7 |
- |
- |
- |
- |
- |
- |
762.0 |
762.0 |
750 |
30 |
17.5 |
- |
12.7 |
- |
- |
- |
- |
- |
- |
812.8 |
812.8 |
800 |
32 |
17.5 |
- |
12.7 |
- |
- |
- |
- |
- |
- |
863.6 |
863.6 |
850 |
34 |
19.1 |
- |
12.7 |
- |
- |
- |
- |
- |
- |
914.4 |
914.4 |
900 |
36 |
- |
- |
12.7 |
- |
- |
- |
- |
- |
- |
965.2 |
965.2 |
950 |
38 |
- |
- |
12.7 |
- |
- |
- |
- |
- |
- |
1016.0 |
1016.0 |
1000 |
40 |
- |
- |
12.7 |
- |
- |
- |
- |
- |
- |
1066.8 |
1066.8 |
1050 |
42 |
- |
- |
12.7 |
- |
- |
- |
- |
- |
- |
1117.6 |
1117.6 |
1100 |
44 |
- |
- |
12.7 |
- |
- |
- |
- |
- |
- |
1168.4 |
1168.4 |
1150 |
46 |
- |
- |
12.7 |
- |
- |
- |
- |
- |
- |
1219.2 |
1219.2 |
1200 |
48 |
- |
- |
*12.7 |
- |
- |
- |
- |
- |
- |
1270.0 |
1270.0 |
1250 |
50 |
- |
- |
*12.7 |
- |
- |
- |
- |
- |
- |
1320.8 |
1320.8 |
1300 |
52 |
- |
- |
*12.7 |
- |
- |
- |
- |
- |
- |
1371.6 |
1371.6 |
1350 |
54 |
- |
- |
*12.7 |
- |
- |
- |
- |
- |
- |
1422.4 |
1422.4 |
1400 |
56 |
- |
- |
*12.7 |
- |
- |
- |
- |
- |
- |
1473.2 |
1473.2 |
1450 |
58 |
- |
- |
*12.7 |
- |
- |
- |
- |
- |
- |
1524.0 |
1524.0 |
1500 |
60 |
1. When the tensile test is carried out for No. 12 or No.5 test piece for the pipe under 8mm in wall thickness, the minimum value of elongation shall be obtained by subtracting
1.5% from the values of elongation given in Table 3-1 for each 1 mm decrease in wall thickness, and rounding off to an integer in accordance with JIS Z 8401. Examples of calculation are given in Informative Reference Table1.
2. The values of elongation given in Table 3-1 shall not be applied to the pipe whose nominal diameter is 25A or smaller. However, the value of elongation shall be recorded.
3. In sampling the tensile test pieces from the electric resistance welded steel pipe, NO.12 or No.5 test piece shall be taken from the portion not involving welded seams.
Informative Reference Table 1.
Examples of Elongation Values Calculated for No.12 test piece (longitudinal) and No.5 test piece (transverse)taken from pipes under 8mm in wall thickness
Letter symbol of grade |
shape of test piece |
Elongation value relating to wall thickness % |
||||||
Letter symbol of grade |
shape of test piece |
Over 7mm to and excl.8mm |
Over 6mm to and excl7mm |
Over 5mm to and excl.6mm |
Over 4mm to and excl. 5mm |
Over 3mm to and excl. 4mm |
Over 2mm to and excl. 3mm |
Over 1mm to and excl. 2mm |
STPG 370 |
No12 test piece |
30 |
28 |
27 |
26 |
24 |
22 |
21 |
STPG 370 |
No5. test piece |
25 |
24 |
22 |
20 |
19 |
18 |
16 |
STPG 410 |
No. 12 test piece |
25 |
24 |
22 |
20 |
19 |
18 |
16 |
STPG 410 |
No 5. test piece |
20 |
18 |
17 |
16 |
14 |
12 |
11 |
The pipe shall be tested in accordance with 9.1 and the ladle analysis values obtained shall conform to Table 2-1 or Table 2-2.
Table 2
Letter symbol of grade |
Elongation % |
||||
Letter symbol of grade |
C |
Si |
Mn |
P |
S |
STPG 370 |
0.25 max. |
0.35 max. |
0.30 to 0.90 |
0.040 max. |
0.040 max. |
STPG 410 |
0.30 max. |
0.35 max. |
0.30 to 1.00 |
0.040 max. |
0.040 max. |
5.1 Tensile Strength, Yield Point or Proof Stress and Elongation
The pipe shall be tested in accordance with 9.2 and the tensile strength, yield point or proof stress and elongation obtained shall comply with Table 3-1
Letter symbol of grade |
Table 3 Mechanical Properties |
|||||
Letter symbol of grade |
Tensile strength |
Yield point or proof stress |
Elongation % |
|||
Letter symbol of grade |
kgf/mm2 {N/mm2} |
kgf/mm2 {N/mm2} |
No.11 and No.12 test pieces |
No. 5 test pieces |
No. 4 test piece |
|
Letter symbol of grade |
kgf/mm2 {N/mm2} |
kgf/mm2 {N/mm2} |
Longitudinal |
Transverse |
Longitudinal |
Transverse |
STPG 370 |
38 {373}min |
22{216} min |
30 min |
25 min |
23 min |
28 min |
STPG 410 |
42{412}min |
25{245} min |
25 min |
20 min |
19 min |
24 min |
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