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86    Pipeline Rules of Thumb Handbook

                 Liquid pipelines—ANSI/ASME B31.4                Note: Refer to p. 195.106 of Part 195 Federal Pipeline
                                                               Safety Regulations for design factors to be used on offshore
           The internal design pressure is determined by using the   risers and platform piping and cold worked pipe.
         following formula:                                      A typical calculation of the internal design pressure is as
                                                               follows:
          P = (2 St D) ¥  E F
                       ¥
                                             2
         where P = Internal design pressure, lb/in. gauge         Pipe: 26≤ OD ¥ 0.3125≤ wt API 5LX X52 ERW
                                                     2
                S = Specified minimum yield strength, lb/in. (see  Weld joint factor E = 1.0 (see Table 6)
                   Table 5)                                       Design factor F = 0.72
                t = Nominal wall thickness, in.
               D = Nominal outside diameter of the pipe, in.
                                                                               .
                                                                        ,
               E = Weld joint factor (see Table 6)              P = (2  ¥ 52 000  ¥ 0 3125 26 ) ¥¥1 0 72.
                                                                          2
               F = Design factor of 0.72                        P = 900 lb in gauge
                                                                          .
                                                           Table 5
                          Tabulation of Examples of Allowable Stresses for Reference Use in Piping Systems

           Allowable stress values (S) shown in this Table are equal to 0.72 ¥ E (weld joint factor) ¥ specified minimum yield strength of
         the pipe.
           Allowable stress values shown are for new pipe of known specification. Allowable stress values for new pipe of unknown
         specification, ASTM A 120 specification or used (reclaimed) pipe shall be determined in accordance with 402.3.1.
           For some Code computations, particularly with regard to branch connections [see 404.3.1 (d) (3)] and expansion, flexibility,
         structural attachments, supports, and restraints (Chapter II, Part 5), the weld joint factor E need not be considered.
           For specified minimum yield strength of other grades in approved specifications, refer to that particular specification.
           Allowable stress value for cold worked pipe subsequently heated to 600F (300C) or higher (welding excepted) shall be 75
         percent of value listed in Table.
           Definitions for the various types of pipe are given in 400.2.
           (Metrics Stress Levels are given in MPa [1 Megapascal = 1 million pascals])
                                                        Specified                                    (S)
                                                        Min Yield               (E )       Allowable Stress Value
                                                        Strength             Weld Joint  -20F to 250F (-30C to 120C)
         Specification                         Grade    psi (MPa)     Notes     Factor            psi (MPa)

         Seamless
         API 5L                                A25     25,000 (172)  (1)        1.00            18,000 (124)
         API 5L, ASTM A53, ASTM A106           A       30,000 (207)  (1) (2)    1.00            21,600 (149)
         API 5L, ASTM A53, ASTM A106           B       35,000 (241)  (1) (2)    1.00            25,200 (174)
         ASTM A106                             C       40,000 (278)  (1) (2)    1.00            28,800 (199)
         ASTM A524                             I       35,000 (241)  (1)        1.00            25,200 (174)
         ASTM A524                             II      30,000 (207)  (1)        1.00            21,600 (149)
         API 5LU                               U80     80,000 (551)  (1) (4)    1.00            57,600 (397)
         API 5LU                               U100   100,000 (689)  (1) (4)    1.00            72,000 (496)
         API 5LX                               X42     42,000 (289)  (1) (2) (4)  1.00          30,250 (208)
         API 5LX                               X46     46,000 (317)  (1) (2) (4)  1.00          33,100 (228)
         API 5LX                               X52     52,000 (358)  (1) (2) (4)  1.00          37,450 (258)
         API 5LX                               X56     56,000 (386)  (1) (4)    1.00            40,300 (278)
         API 5LX                               X60     60,000 (413)  (1) (4)    1.00            43,200 (298)
         API 5LX                               X65     65,000 (448)  (1) (4)    1.00            46,800 (323)
         API 5LX                               X70     70,000 (482)  (1) (4)    1.00            50,400 (347)
         Furnace Welded-Butt Welded
         ASTM A53                                      25,000 (172)  (1) (2)    0.60            10,800 (74)
         API 5L Class I & Class II             A25     25,000 (172)  (1) (2) (3)  0.60          10,800 (74)
         API 5L (Bessemer), ASTM A53 (Bessemer)        30,000 (207)  (1) (2) (5)  0.60          12,950 (89)
         Reproduced from ANSI/ASME Code B31-4-1979, Table 402.3.1(a). Reprinted courtesy of The American Society of Mechanical Engineers.
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