ME 212 Lecture Notes - Lecture 7: Flexural Strength, Neutral Axis

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29 Jun 2022
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From the flexure formula fb = my / i, it can be seen that the bending stress at the neutral axis, where y = 0, is zero and increases linearly outwards. This means that for a rectangular or circular section a large portion of the cross section near the middle section is understressed. For steel beams or composite beams, instead of adopting the rectangular shape, the area may be arranged so as to give more area on the outer fiber and maintaining the same overall depth, and saving a lot of weight. When using a wide flange or i-beam section for long beams, the compression flanges tend to buckle horizontally sidewise. This buckling is a column effect, which may be prevented by providing lateral support such as a floor system so that the full allowable stresses may be used, otherwise the stress should be reduced. The reduction of stresses for these beams will be discussed in steel design.

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