From 00baf6bdc31e7d6754fde7782d36e46fbb3adb64 Mon Sep 17 00:00:00 2001
From: Erik R Eaton <erik.eaton@uconn.edu>
Date: Tue, 28 Mar 2017 17:34:13 -0400
Subject: [PATCH] Update README.md

---
 README.md | 2 +-
 1 file changed, 1 insertion(+), 1 deletion(-)

diff --git a/README.md b/README.md
index ed2a567..620af17 100644
--- a/README.md
+++ b/README.md
@@ -29,7 +29,7 @@ Note: In order to calculate the natural frequencies, the first matrix was simpli
 If the segment length (dx) approaches 0, this implies that the number of segments continues to grow to infinity. Therefore, there will also be an infinite number of eigenvalues. This conclusion is supported by the pattern in behavior illustrated in the table above.
 
 ##### Script for 6 #####
-
+````
 function [ max_eig,min_eig,quant_eig] = PoleVault( segments,length )
 %PoleVault The purpose of the function is to find the eigenvalues for a
 %slender column subject in axial load for a general number of segments.