Page 316 - Mechanical Engineer's Data Handbook
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304                                                 MECHANICAL ENGINEER'S DATA  HANDBOOK




              8.3   Engineering stock


              8.3. I   Circular, square and rectangular
               hollow steel sections


               M = mass per unit length
               A =cross-sectional  area
               1, =second  moment of  area about axis XX
               I, =second  moment of  area about axis YY

              Circular hollow steel sections (BS 4848: Part 2)

              Do      t       M       A       1,           Do      t       M       A       1,
              (mm)    (mm)  (kgm-')  (an2)  (cm4)          (mm)    (mm)  (kgm-')  (cm2)    (cm')
               21.3   3.2      1.43    1.82     0.77       139.7    5  .O   16.6    21.2   48 1
                                                                    6.3    20.7     26.4    589
               26.9   3.2      1.87    2.38     1.70                8 .o   26.0     33.1    720
               33.7   2.6      1.99    2.54     3.09               10.0    32.0     40.7    862
                      3.2      2.41    3.07     3.60
                      4.0      2.93    3.73     4.19       168.3    5.0    20.1     25.7    856
                                                                    6.3    25.2     32.1   1053
               42.4   2.6      2.55    3.25     6.46                8.0    31.6     40.3   1297
                      3.2      3.09    3.94     7.62               10.0    39.0     49.7   1564
                      4.0      3.79    4.83     8.99
                                                           193.7    5.4    25.1     31.9   1417
               48.3   3.2      3.56    4.53    11.60                6.3    29.1     37.1   1630
                      4.0      4.37    5.57    13.8                 8 .o   36.6     46.7   2016
                      5  .O    5.34    6.80    16.2                10.0    45.3     57.7   2442
                                                                   12.5    55.9     71.2   2934
               60.3   3.2      4.51    5.74    23.5                16.0    70.1     89.3   3554
                      4.0      5.55    7.07    28.2
                      5.0      6.82    8.69    33.5        219.1    6.3    33.1     42.1   2386
                                                                    8  .o   41.6    53.1   2960
               76.1   3.2      5.75    7.33    48.8                10.0    51.6     65.7   3598
                      4.0      7.1 1   9.06    59.1                12.5    63.7     81.1   4345
                      5  .O    8.77   11.2     70.9
                                                                   16.0    80.1    102     5297
               88.9   3.2      6.76    8.62    79.2                20.0    98.2    125     6261
                      4.0      8.38   10.7     96.3
                      5  .O   10.3    13.2    116
               114.3   3.6     9.83   12.5    192
                      5  .O   13.5    17.2    257
                      6.3     16.8    21.4    313
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