Page 116 - Pipeline Rules of Thumb Handbook
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Pipe Design  103

                         PIPE                 WALL                  ACTUAL                    R. O. T.
                      DIAMETER             THICKNESS             TONS (METRIC)            TONS (METRIC)
                        10-inch              3 / 16 -inch             31.5                      30
                        12-inch              5 / 16 -inch             62                        60
                        16-inch              7 / 16 -inch            109                       112
                        20-inch              1 / 4 -inch              79                        80
                        20-inch              5 / 16 -inch             99                       100
                        20-inch              7 / 16 -inch            137                       140
                        24-inch              5 / 16 -inch            118                       120
                        24-inch              8 / 16 -inch            189                       192
                        28-inch              5 / 16 -inch            139                       140
                        30-inch              5 / 16 -inch            148                       150
                        32-inch              7 / 16 -inch            221                       224
                        36-inch              4 / 16 -inch            143                       144
                        36-inch              8 / 16 -inch            285                       288


           How to find pipe weight from outside diameter and wall thickness

                                        2
           Weight (pounds per foot) = (Dt - t ¥ 10.68)           W = (4 5  ¥ 25 - 25 2 ) ¥ 10 68.
                                                                              .
                                                                          .
                                                                      .
                                                                   = (1 125  - 0625 ) ¥ 10 68.
                                                                      .
                                                                           .
                                                                      .
                                                                           ¥
                                                                              .
           where D = outside diameter, in.                         = 1 0625 10 68
                                                                       .
                 t = wall thickness, in.                           = 11 35  pounds per foot
                                                                   The above equation is based on a density of 490 pounds
             Example. Outside diameter  = 4.500≤, thickness  =   per cubic foot for the steel. High-yield-point, thin-wall pipe
           0.250≤                                                may run slightly heavier than indicated.
           What is the maximum allowable length of unsupported line pipe?
             For Schedule 40 pipe, the maximum span between sup-   Example. How wide a ditch can be spanned with four-inch
           ports is given by                                     line pipe without the use of intermediate supports?

                                                                     .
                                                                                        .
                                                                                     =
                                                                         .
                                                                             .
                                                                                  .
                                                                 S = 66 45  = 66  ¥ 212 1399  (14  feet)
           S = 66  P                                             S = 74  =¥= 14   feet
               .
                                                                            2
                                                                         7
                                                                   Note. The above rule is approximate, but conservative. It
           where S is the span length in feet and P is the actual outside  does not assume that the pipe is held fixed at either end; this
           diameter of the pipe in inches. For pipe smaller than 12-inch,  condition can make longer spans safe. Also, it does not guar-
           the nominal size may be used, and                     antee that the pipe will not be damaged by floating logs or
                                                                 debris! This hazard must be evaluated from the conditions
           S = 7  N                                              encountered.
           Identify the schedule number of pipe by direct measurement
             Add three inches to the actual inside diameter; divide this  Schedule  120  13 to 15
           by the wall thickness; the schedule number can then be iden-  Schedule  140  11 to 13
           tified by the following table:                         Schedule  160  9 to 11
                                                                   Example. Pipe measures 12.5 inches inside diameter, wall
           Schedule  30  40 to 50                                thickness .75 inch; 15.5/.75 = 20.2; pipe is Schedule 80, 14
           Schedule  40  29 to 39                                inches outside diameter.
           Schedule  60  25 to 29                                  The rule fails on small diameter pipe (under 6 inches), and
           Schedule  80  20 to 23                                also on schedules 10 and 20, because of the use of “standard”
           Schedule  100  16 to 18                               thicknesses in this range.
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