Page 26 - Estimators Piping Man Hour Manual
P. 26

Section  One-SHOP FABRICATION    9

                                  PIPE BENDS


                               Heavy Wall—45° or Less

                         Labor only for Making Pipe Bends With Plain Ends
                                  Carbon Steel  Material

                                 NET MAN HOURS EACH
          Nominal                     WALL THICKNESS IN INCHES
           Pipe
           Size       7.50   1.00   1.25    1.50   1.75   2.00   2.25   2.50
          4 "or less   6.6    7.5     8.7   10.1    „      ..     —      ..
          5            -      8.6    10.1   11.8   13.5    15.7   ..
          6            --     10.2   11.8   14.2   16.0    19.4   22.6   „
          8            ..     13.9   14.4   17.0   19.7   23.0    27.2   31.4
          10           -      -      17.8   19.5   21.5   24.8    28.7   33.8
          12           ..     ..     ..     22.1   23.3   26.9    31.5   36.8
          14           -      -      -      25.4   26.4   29.4    34.6   40.1
          16           -      ..     ..      -     32.4   35.3    39.2   45.8
          18           ..     -      -      -       ..    40.3    45.7   53.3
          20           -      -      -              ..    51.8    52.2   62.0
          22           -      ..     -       ..     -      ..     ,.     69,8
          24           -      --     --      --            --     -      89.2

                       2.75   3.00   3.25   3.50    3.75   4.00   4.25   4,50
          10          34.9    38.2   ..     „       „      „      ._     „
          12          39.7    43.9   47.2   51.6    ..     ..     -      ..
          14          43.6    48.0   52.1   56.8   61.0   66.4    -      „
          16          50.1    54.5   58.8   64.2   69.7   76.2    -      --
          18          57.6    63.2   68.6   74.0   80.8   88.1    -      ..
          20          67.6    73.0   78.4   85.0   92.5   100.2  111.6  124.9
          22          75.6    81.6   88.1   94.7  103.4   116.5  124.3  133.3
          24          92.1    94.9   98.1  104.5  114.2   132.9  140.5  151.2

                       4.75   5.00   5.25   5.50    5.75   6.00
          20          133.3  144.0  153.1  164.6  178.3   191.6
          22          144.0  155.6  165.6  176.5  190.9   205.3
          24          162.1  172.8  183.7  194.5  207.1   223.3

     For  General  Notes  on pipe  bends,  see pages  5 and  6.
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