Page 625 - APPLIED PROCESS DESIGN FOR CHEMICAL AND PETROCHEMICAL PLANTS, Volume 1, 3rd Edition
P. 625
A-14.
( Concluded). Commercial Wrought Steel Pipe Data 587
(Based on ANSI 836.10 wall thicknesses)
Nominal Outside Thick- Inside Inside Diameter functions Transverse
Pipe I Diarn- ncss Diameter (ln Inches) Internal Area
--
Size et er .I - 1 - (5"-- 5
I
- _Inches I _I nchcs _ l ,:i_cf,�s __ J nchc�------ f�cet "' "·' -· -·· ·-· - -- . d· d _ sc/ln I s/Ft
Standard Wall Pipe
I/ � 0 . 4051 0 . 0(,81 o. 26() I 0.0224 I 0.07241 0.01% 0.00524 0.00141 0.057J 0.00040
;,1.i. I 0. 540 0. 088 0. 31-,4 0. 0.103 0.1325 0.0482 0.01756 0.0063() 0.104 0.00072
0.00133
31& I 0.675 0.091 0.4<J3 0.0411 0.2430 0.1198 I 0.05905 0.01912 0. J<H .. ··-
l/2 0.840 0.109 0.h22 0.0518 I 0.386() I 0.2406 0. 1497 0.0931 0.304 0.00211
3,i 1.050 0.113 0.824 0.06871 0.679 0.5595 0.4610 0.37<J9 0.533 0.00371
I 1.315 0.1.n 1.049 0.0874 1.100 1.154 I. 210 1.270 0.864 0.00600
.. ! lf.i 1 . 6h0 I o. 140 1.380 : 0. 1150 I. 904 I 2.628 .... 3.625 5.005 1.495 0.01040
--····
Jl/2 I . 900 I O . 145 1.610 0. l.l42 1.5<J2 4 .17J I 6.718 10.82 - i:036-1 0.01414-
2 2.375 0.154 2.067 0.1722 4. 272 I 8.8Jl 18.250 37.72 3.3551 0.02330
21/z 2.875 0.203 2.469 0.2057 6.096 15.051 37.161 <JI .75 4.788 0.03322
3 3.500 0.216 3.068 0. 2557 Cl.413 I 28.878 I 88.605 - -- 271.8 7. 393 0. 05130
31/z 4.000 0. 226 3.548 0. 2<J57 12.5<J I 44.663 158.51 562.2 9.886 0.06870
4 4.500 0.237 4.026 0.3355 16.21 65.256 262.76 I 1058. i2.730 0.08840
5 5.56.1 0.258 5.047 0.4201-, 25.47 128 .56 648.72 3275. 10.0()6 0.1390
6 6.625 0. 280 6.06.5 0.5054 36.78 I .. 223.10 1352.8 I 8206. 28.891 0.2006
8.62510.2771 8.071 0.6725 \ 65.14 525.75 4243.0 I 34248. 51.161 ! 0.3553-
8 I o.6651 I I
8.625S, 0.322 7.981 63.70 508.36 4057.7 l 32380. .. 50.027 1 0.3474
10.75 I 0.2791 10.1921 0.84931 103.88 1058.7 10789. 10<J876. 81 .585 1-o.5666-
10 10.75 I o . .107 10.136 0.8446 102.74 1041.4 10555. 106<J87. 80.691 I 0.5604
10.75S 0.365 10.020 0.8J50 100.4 I lOOh.O 10080. I 101000. I 78.855 0.5475 -
I 12.75 0.330 12.0()1) ! 1.00751 146.17 1767. 2 121366. 258:\00. I 114.80 -I o.7<J � z
12 12.75S 0.375 I 2 . 000 • I . 000 144.0 I 1728.0 20736. I 248800. I 113.10 l 0.78;,4
Extra Strong Pipe
l/s o.405_1_ o.oss 1- 0.2151 o.017<J I o.o462·1·---o.oogg4--1--o-.0021:i41 o.00045g I o-:-036' -o: ooozs
II
% 0.540 0.1 i<J 0.302 0.0252 O.O<Jl2 . 0.0275 0.008317 0.002513 I 0.072 0.00050
3/s I 0.675 0.12() 0.423 1 0.0353 0.1789 I 0.0757 0.03201 0.QIJ54 I 0.141 0.00098
1/z o.seo 0.147· 11- o.54& 0.0455 I o.2<J8i·---o.1b28-i- 0.08886 0.04852 I 0.234 0.00163
3,4 1.050 0.154 0.742 O.Obl8 I 0.5506 0.4085 0.3032 0. 2249 I 0.433 0.00300
1.315 0.1791 0.957 0.07()7 i 0.9158 0.8765 I 0.8387 0.8027 I 0.719 0.00499
P,1.i. i..660 o.1<J: 1.273 0.1065 I !.633 2.087 12.6667 3.409 1.283 0.008()1
il/2 !.<JOO 0.200 1.500 0.1250 - 2.250 3.375 5.062 7.5<J4 l.767 0.01225
2 2.375 I 0.218 i.<JJ9 0.1616 3.760 7.2<JO 14.136 27.41 2 . 953 0. 02050
2112 2.875 0.276 2.323 0.1936 5.3% 12.536 29.117 67 .64 4.238 0.02<J42
3 3.500 I 0.300 2.900 0.2417 8.410 24.38() 70.728 205 .1 6. 605 0. 04587
311z I. - 4-.ooo I o.318 3.364 0.2803 11.32 38.o6<J 128.14 430.8 8.888 0.06170
4 4.500 I 0.337 3.826 0.3188 14.64 56.006 214.33 81<J.8 11. 4g7 0. 07986
5 i 5.563 0.375 4.81:l 0.4011 23.16 111.4() 536.6 2583. 18.194 0.1263
6 ! 6.6?5 0.4.H 5.761 0.4801 33.19 191.20 1101.6 6346. . 26.067 . 0.1810
8 8.625 0.500 7.625 o.&354 r 58.14 - 443.32 3380.3 25775. -·,1-�::::(j' �:�:;f-
0.81251
JO I IQ.75 0.500 9.750 <JS.06 ()26.86 9036.4 881 JO.
I
12 12.75 0.500 11.750 0.9792 138.1 1622.2 19072. 223()70. 108.434. 0.7528
Double Extra Strong Pipe
l/2 0.840 0.2<J4 o. 252 0.0210 0.0635 0.0160 0.004032 0.00!02 0.050 0.00035
% 1.050 0.308 0.434 0.0362 0.1884 0.0817 0.0354() 0.01540 0.148 0.00103
1 1.315 0.358 0.5()() 0.049() 0.3588 0.214() 0.1287 0.07711 0. 282 0.001%
ll/4 1.660 0.382 0.896 0.0747 0.8028 0.71()3 0.6445 0. 5775 0.630 0.00438
Jl/2 I . <JOO I O. 400 1.100 O.O<J17 I. 210 1.331 1 .4641 J .611 0.950 0.00660
2 2.375 0.436 1.503 0.1252 2. 25q 3.3'l5 5.1031 7.670 ! .774 0.01232
21/2 2 875 I 0.552 1.771 0.1476 3. 136 5.554 <J.8345 17.42 2.464 0.01710
3 3.500 0.600 2.300 O. l<J17 5.2<JO 12. lh7 27.<J84 64.36 4. ]55 0.02885
3 1 /2 I 4.000 1 0.6J6 I 2.728 0.2273 7 .442 20.302 55.383 151. I 5.845 0.04059
; riH 0.674 3. :52 0.2627 16.51 31 .. 'll5 l 1107. 12.%6 0.05419
7.803
311.1
9.<J35
<J8.704
0.0<J006
4.o&:;
67 .072
0.3.386
272.58
0.750
1
� 625 0.864 4.897 0.4081 23.q8 117.43 575.04 2816. 18.835 0.1308
0.875 6.875 0.5729 47.27 324.95 2234.4 I 15360. 37. 1 22 I O. 2578

