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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 ## 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) 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 4. Evaluate bending stress at any poisition in the section, such as extremes away from neutral axis, which give maximum bending stress
## Worked Example ## Worked Example