From 7b2ed927b42efe2a4c8c875664c585d25ba713e8 Mon Sep 17 00:00:00 2001 From: Alvie Rahman Date: Sun, 5 Feb 2023 17:10:47 +0000 Subject: [PATCH] fix another typo lol --- uni/mmme/2xxx/2053_mechanics_of_solids/asymmetrical_bending.md | 2 +- 1 file changed, 1 insertion(+), 1 deletion(-) 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 9c26c65..727b656 100755 --- a/uni/mmme/2xxx/2053_mechanics_of_solids/asymmetrical_bending.md +++ b/uni/mmme/2xxx/2053_mechanics_of_solids/asymmetrical_bending.md @@ -11,7 +11,7 @@ uuid: 7afb5f13-4d55-4e00-927a-5d622520d844 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-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 position in the section, such as extremes away from neutral axis, which give maximum bending stress ## Worked Example