Related Resources: fluid flow
Allowable Working Pressure Carbon Steel and High Yield Strength Pipe
Fluids Flow Design and Engineering
Carbon Steel and High Yield Strength Pipe (Values apply to A106, API 5LX pipe having the same specified minimum yield strength as shown) |
||||||||||||
Nom Pipe Size |
O.D.
|
Wall
Thk. |
Allowable Working
Pressures up to 250⁰F, in psig
|
|||||||||
Construction
type Design Factors
|
||||||||||||
Type
A. F = 0.72"
|
Type B. F = 0.60
|
|||||||||||
GR.B
|
GR.B
|
|||||||||||
35,000
|
42,000
|
46,000
|
52,000
|
60,000
|
35,000
|
42,000
|
46,000
|
52,000
|
60,000
|
|||
2
|
(STD) 2.375 |
.154
|
3268
|
2723
|
|
|
||||||
.218
|
4626
|
3855
|
||||||||||
3
|
3.500 (STD) |
.125
|
1800
|
1500
|
|
|
||||||
.156
|
2246
|
1872
|
||||||||||
.188
|
2707
|
2256
|
||||||||||
.216
|
3110
|
2592
|
||||||||||
.250
|
3600
|
3000
|
||||||||||
.281
|
4046
|
3372
|
||||||||||
.300
|
4320
|
3600
|
||||||||||
4
|
4.500 (STD) |
.125
|
1400
|
1680
|
1840
|
|
1167
|
1400
|
1533
|
|
||
.156
|
1747
|
2097
|
2296
|
1456
|
1747
|
1913
|
||||||
.188
|
2105
|
2526
|
2767
|
1754
|
2105
|
2306
|
||||||
.219
|
2453
|
2943
|
3223
|
2044
|
2453
|
2686
|
||||||
.237
|
2654
|
3185
|
3488
|
2212
|
2654
|
2907
|
||||||
.250
|
2800
|
3360
|
3680
|
2333
|
2800
|
3067
|
||||||
.281
|
3147
|
3776
|
4136
|
2623
|
3147
|
3447
|
||||||
.312
|
3494
|
4193
|
4593
|
2912
|
3494
|
3827
|
||||||
.337
|
3774
|
4530
|
4961
|
3145
|
3775
|
4134
|
||||||
6
|
6.625 (STD) |
.156
|
1187
|
1424
|
1560
|
1763
|
989
|
1187
|
1300
|
1469
|
|
|
.188
|
1429
|
1716
|
1880
|
2124
|
1192
|
1430
|
1567
|
1770
|
||||
.219
|
1666
|
2000
|
2190
|
2475
|
1388
|
1666
|
1825
|
2063
|
||||
.250
|
1902
|
2282
|
2500
|
2826
|
1585
|
1902
|
2083
|
2355
|
||||
.280
|
2130
|
2556
|
2799
|
3164
|
1775
|
2130
|
2333
|
2637
|
||||
.312
|
2373
|
2848
|
3120
|
3527
|
1978
|
2374
|
2600
|
2933
|
||||
.375
|
2853
|
3424
|
3750
|
4237
|
2377
|
2853
|
3125
|
3531
|
||||
.132
|
3287
|
3943
|
4319
|
4883
|
2739
|
3286
|
3599
|
4069
|
||||
8
|
8.625 (STD) |
.156
|
912
|
1094
|
1198
|
1354
|
760
|
912
|
998
|
1128
|
||
.188
|
1098
|
1318
|
1444
|
1632
|
915
|
1098
|
1203
|
1360
|
||||
.203
|
1186
|
1424
|
1559
|
1762
|
989
|
1186
|
1299
|
1469
|
||||
.219
|
1280
|
1535
|
1681
|
1901
|
1067
|
1280
|
1401
|
1584
|
||||
.250
|
1461
|
1753
|
1920
|
2170
|
1217
|
1461
|
1600
|
1809
|
||||
.277
|
1618
|
1942
|
2128
|
2405
|
1349
|
1618
|
1773
|
2004
|
||||
.312
|
1823
|
2189
|
2398
|
2709
|
1520
|
1823
|
1997
|
2258
|
||||
.322
|
1882
|
2258
|
2473
|
2796
|
1568
|
1882
|
2061
|
2329
|
||||
.344
|
2011
|
2412
|
2642
|
2988
|
1676
|
2011
|
2202
|
2490
|
||||
.375
|
2191
|
2628
|
2880
|
3256
|
1826
|
2191
|
2399
|
2713
|
||||
.438
|
2560
|
3071
|
3364
|
3803
|
2133
|
2560
|
2804
|
3170
|
||||
.500
|
2922
|
3506
|
3840
|
4341
|
2435
|
2922
|
3200
|
3617
|
||||
10
|
10.750 (STD) |
.188
|
881
|
1058
|
1158
|
1310
|
733
|
881
|
965
|
1091
|
|
|
.203
|
959
|
1143
|
1251
|
1415
|
794
|
952
|
1043
|
1179
|
||||
.219
|
1026
|
1231
|
1348
|
1525
|
855
|
1026
|
1124
|
1271
|
||||
.250
|
1172
|
1407
|
1540
|
1741
|
977
|
1172
|
1284
|
1451
|
||||
.279
|
1309
|
1570
|
1719
|
1944
|
1091
|
1309
|
1433
|
1620
|
||||
.307
|
1440
|
1728
|
1892
|
2138
|
1200
|
1440
|
1577
|
1782
|
||||
.344
|
1613
|
1935
|
2120
|
2396
|
1344
|
1613
|
1767
|
1997
|
||||
.365
|
1711
|
2054
|
2249
|
2542
|
1426
|
1711
|
1874
|
2119
|
||||
.438
|
2054
|
2464
|
2700
|
3051
|
1712
|
2054
|
2250
|
2543
|
||||
.500
|
2344
|
2813
|
3081
|
3483
|
1953
|
2344
|
2567
|
2902
|
||||
12
|
12.750 (STD) |
.188
|
743
|
892
|
977
|
1104
|
619
|
743
|
814
|
920
|
|
|
.203
|
803
|
963
|
1055
|
1193
|
669
|
803
|
879
|
995
|
||||
.219
|
866
|
1039
|
1138
|
1287
|
722
|
866
|
948
|
1073
|
||||
.250
|
988
|
1186
|
1299
|
1468
|
824
|
988
|
1082
|
1224
|
||||
.281
|
1111
|
1332
|
1460
|
1651
|
926
|
1111
|
1217
|
1376
|
||||
.312
|
1233
|
1480
|
1620
|
1832
|
1028
|
1233
|
1350
|
1527
|
||||
.330
|
1305
|
1566
|
1715
|
1939
|
1088
|
1305
|
1430
|
1616
|
||||
.344
|
1359
|
1631
|
1786
|
2020
|
1133
|
1359
|
1488
|
1683
|
||||
.375
|
1482
|
1779
|
1948
|
2202
|
1235
|
1482
|
1624
|
1835
|
||||
.406
|
1606
|
1926
|
2110
|
2385
|
1338
|
1606
|
1758
|
1988
|
||||
.438
|
1732
|
2077
|
2275
|
2572
|
1443
|
1732
|
1896
|
2144
|
||||
.500
|
1976
|
2372
|
2598
|
2936
|
1647
|
1976
|
2165
|
2447
|
||||
Type A construction also applicable to "Liquid Petroleum
Transportation Piping Code." ANSI B31.4-1979 |
Carbon Steel and High Yield Strength Pipe (Values apply to A106, API 5LX pipe having the same specified minimum yield strength as shown) |
||||||||||||
Nom Pipe Size |
O.D. |
Wall Thk. |
Allowable Working Pressures up to 250⁰F, in psig |
|||||||||
Construction type Design Factors |
||||||||||||
Type C. F = 0.50 |
Type D.F = 0.40 |
|||||||||||
GR.B |
GR.B |
|||||||||||
35,000 |
42,000 |
46,000 |
52,000 |
60,000 |
35,000 |
42,000 |
46,000 |
52,000 |
60,000 |
|||
2 |
(STD) 2.375 |
.154 |
2270 |
|
1816 |
|||||||
.218 |
3213 |
2570 |
||||||||||
3 |
3.500 (STD) |
.125 |
1250 |
|
|
1000 |
|
|||||
.156 |
1560 |
1248 |
||||||||||
.188 |
1880 |
1504 |
||||||||||
.216 |
2160 |
1728 |
||||||||||
.250 |
2500 |
2000 |
||||||||||
.281 |
2810 |
2248 |
||||||||||
.300 |
3000 |
2400 |
||||||||||
4 |
4.500 (STD) |
.125 |
973 |
1167 |
1278 |
|
778 |
933 |
1022 |
|
||
.156 |
1214 |
1456 |
1595 |
971 |
1165 |
1276 |
||||||
.188 |
1462 |
1755 |
1922 |
1170 |
1404 |
1537 |
||||||
.219 |
1704 |
2044 |
2239 |
1363 |
1635 |
1791 |
||||||
.237 |
1844 |
2212 |
2423 |
1475 |
1770 |
1938 |
||||||
.250 |
1945 |
2333 |
2556 |
1556 |
1869 |
2044 |
||||||
.281 |
2186 |
2622 |
2873 |
1748 |
2098 |
2298 |
||||||
.312 |
2427 |
2912 |
3190 |
1941 |
2330 |
2552 |
||||||
.337 |
2621 |
3146 |
3445 |
2097 |
2516 |
2756 |
||||||
6 |
6.625 (STD) |
.156 |
824 |
989 |
1083 |
1224 |
659 |
791 |
866 |
980 |
||
.188 |
993 |
1192 |
1306 |
1475 |
794 |
954 |
1044 |
1180 |
||||
.219 |
1157 |
1389 |
1521 |
1719 |
926 |
1111 |
1216 |
1375 |
||||
.250 |
1321 |
1585 |
1736 |
1963 |
1057 |
1268 |
1389 |
1570 |
||||
.280 |
1479 |
1775 |
1944 |
2198 |
1183 |
1420 |
1555 |
1758 |
||||
.312 |
1649 |
1978 |
2167 |
2449 |
1319 |
1582 |
1733 |
1959 |
||||
.375 |
1981 |
2378 |
2604 |
2943 |
1585 |
1902 |
2083 |
2354 |
||||
.132 |
2283 |
2738 |
3000 |
3391 |
1826 |
2191 |
2400 |
2713 |
||||
8 |
8.625 (STD) |
.156 |
633 |
760 |
832 |
940 |
506 |
608 |
666 |
752 |
||
.188 |
763 |
915 |
1003 |
1133 |
610 |
732 |
802 |
907 |
||||
.203 |
824 |
989 |
1083 |
1224 |
659 |
791 |
866 |
979 |
||||
.219 |
889 |
1067 |
1168 |
1320 |
711 |
853 |
934 |
1056 |
||||
.250 |
1014 |
1217 |
1333 |
1507 |
812 |
974 |
1067 |
1206 |
||||
.277 |
1124 |
1349 |
1478 |
1670 |
899 |
1079 |
1182 |
1336 |
||||
.312 |
1266 |
1520 |
1664 |
1881 |
1013 |
1216 |
1331 |
1505 |
||||
.322 |
1307 |
1568 |
1717 |
1941 |
1045 |
1254 |
1374 |
1553 |
||||
.344 |
1396 |
1676 |
1835 |
2075 |
1117 |
1340 |
1468 |
1660 |
||||
.375 |
1521 |
1826 |
1999 |
2261 |
1217 |
1460 |
1599 |
1808 |
||||
.438 |
1778 |
2133 |
2336 |
2641 |
1422 |
1706 |
1869 |
2113 |
||||
.500 |
2029 |
2435 |
2667 |
3014 |
1623 |
1948 |
2133 |
2412 |
||||
10 |
10.750 (STD) |
.188 |
612 |
735 |
804 |
909 |
490 |
588 |
644 |
728 |
||
.203 |
661 |
794 |
869 |
983 |
529 |
635 |
695 |
786 |
||||
.219 |
713 |
855 |
936 |
1059 |
570 |
684 |
749 |
847 |
||||
.250 |
814 |
977 |
1070 |
1209 |
651 |
781 |
856 |
967 |
||||
.279 |
909 |
1091 |
1194 |
1350 |
727 |
872 |
955 |
1080 |
||||
.307 |
1000 |
1200 |
1314 |
1486 |
800 |
960 |
1051 |
1189 |
||||
.344 |
1120 |
1344 |
1473 |
1664 |
896 |
1075 |
1178 |
1331 |
||||
.365 |
1188 |
1426 |
1562 |
1766 |
951 |
1141 |
1249 |
1412 |
||||
.438 |
1426 |
1712 |
1875 |
2119 |
1141 |
1369 |
1500 |
1695 |
||||
.500 |
1628 |
1953 |
2140 |
2419 |
1302 |
1563 |
1712 |
1935 |
||||
12 |
12.750 (STD) |
.188 |
516 |
619 |
678 |
767 |
413 |
495 |
543 |
613 |
||
.203 |
558 |
669 |
733 |
829 |
446 |
535 |
586 |
663 |
||||
.219 |
601 |
722 |
790 |
894 |
481 |
577 |
632 |
715 |
||||
.250 |
686 |
824 |
902 |
1020 |
549 |
659 |
722 |
816 |
||||
.281 |
771 |
926 |
1014 |
1146 |
617 |
740 |
811 |
917 |
||||
.312 |
856 |
1028 |
1125 |
1273 |
685 |
822 |
900 |
1018 |
||||
.330 |
906 |
1088 |
1191 |
1346 |
725 |
870 |
953 |
1077 |
||||
.344 |
944 |
1133 |
1240 |
1403 |
755 |
906 |
992 |
1122 |
||||
.375 |
1029 |
1235 |
1353 |
1529 |
824 |
988 |
1082 |
1224 |
||||
.406 |
1115 |
1338 |
1465 |
1656 |
892 |
1070 |
1172 |
1325 |
||||
.438 |
1203 |
1443 |
1580 |
1786 |
962 |
1154 |
1264 |
1429 |
||||
.500 |
1373 |
1647 |
1804 |
2039 |
1098 |
1318 |
1443 |
1631 |
||||
Type A construction also applicable to "Liquid Petroleum Transportation Piping Code." ANSI B31.4-1979 |
References:
FIG. 17-27 (GPSA BOOK)
Gas Transmission and Distribution Piping
Code for Pressure Piping ANSI B31.8-1982