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
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