Apple Magazine (27 April 2012)

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2-5). In this section, we will limit our discussions to cross-sectional areas having at least a horizontal or vertical axis of symmetry. Such an axis will always coincide with one of the principal bending axes2 of the cross-sectional area. This can be seen from the cross-sections depicted in Fig. 2-7. For example, if a cross-sectional area has an axis of symmetry, the maximum and minimum principal bending axes are easily ascertained by simply inspecting the design configuration of the section area.

This handbook is maintained with the latest available information from aerospace industry sources and in joint operation with the Department of Defense and Federal Aviation Administration to establish its currency. Engineers who are not thoroughly familiar with the general usage of this document are encouraged to review the material of Appendix E of this book for more information. In this appendix the mechanical-property tables available, not continually maintained or updated by this author or its editors, should only be used for general guidelines or instructional purposes: unless of course, each table is specifically verified beforehand from the most current edition of MIL-HDBK-5.

The most time-consuming and boring part of a stress analysis solution of bending members is usually the calculation of this term. Having applied the flexure formula to the solution of Example 2-1, page 67, let us now compare the results of that solution to the approximation method of this section. First, the distance H between cap centroids is estimated for Section B-B, as pictured in Fig. 2-13. 122 in2 • Since our solution is intended to be approximate in nature, just guess at the distance H between cap centroids of the cross-sectional area.

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