fix another typo lol
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@ -11,7 +11,7 @@ uuid: 7afb5f13-4d55-4e00-927a-5d622520d844
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1. [Determine the principal axes](#principal-axes-and-principal-2nd-moments-of-area) of the section (about which $I_{xy}= 0$)
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2. [Resolve bending moments onto these axes](#resolving-onto-principal-axes)
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3. [Determine angle of neutral axis](#position-of-the-neutral-axis)
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4. Evaluate bending stress at any poisition in the section, such as extremes away from neutral axis, which give maximum bending stress
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4. Evaluate bending stress at any position in the section, such as extremes away from neutral axis, which give maximum bending stress
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## Worked Example
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