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Akbar Rahman 2023-02-05 17:09:34 +00:00
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uni/mmme/2xxx/2053_mechanics_of_solids/asymmetrical_bending.md
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## Procedure for Solving for Bending Stress and Neutral Axis Position in Asymmetrical Bending Problems
1. [Determine the principal axes](#Principal-Axes-and-Principal-2nd-Moments-of-Area) of the section (about which $I_{xy}= 0$)
1. [Determine the principal axes](#principal-axes-and-principal-2nd-moments-of-area) of the section (about which $I_{xy}= 0$)
2. [Resolve bending moments onto these axes](#resolving-onto-principal-axes)
3. [Determine angle of neutral axis](#position-of-neutral-axis)
3. [Determine angle of neutral axis](#position-of-the-neutral-axis)
4. Evaluate bending stress at any poisition in the section, such as extremes away from neutral axis, which give maximum bending stress
## Worked Example