diff --git a/uni/mmme/2xxx/2053_mechanics_of_solids/asymmetrical_bending.md b/uni/mmme/2xxx/2053_mechanics_of_solids/asymmetrical_bending.md
index af28121..9c26c65 100755
--- a/uni/mmme/2xxx/2053_mechanics_of_solids/asymmetrical_bending.md
+++ b/uni/mmme/2xxx/2053_mechanics_of_solids/asymmetrical_bending.md
@@ -8,9 +8,9 @@ uuid: 7afb5f13-4d55-4e00-927a-5d622520d844
 
 ## 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