From 3eb6fe9d56abdc4e54a090dd7a67e96896be0785 Mon Sep 17 00:00:00 2001 From: Alvie Rahman Date: Sun, 5 Feb 2023 17:09:34 +0000 Subject: [PATCH] fix typos --- .../2xxx/2053_mechanics_of_solids/asymmetrical_bending.md | 4 ++-- 1 file changed, 2 insertions(+), 2 deletions(-) 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