From d1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 Mon Sep 17 00:00:00 2001
From: prashantsinalkar
Date: Sat, 3 Feb 2018 10:59:42 +0530
Subject: Modified the code

---
 3776/CH11/EX11.2/Ex11_2.sce | 10 +++++-----
 1 file changed, 5 insertions(+), 5 deletions(-)

(limited to '3776/CH11/EX11.2/Ex11_2.sce')

diff --git a/3776/CH11/EX11.2/Ex11_2.sce b/3776/CH11/EX11.2/Ex11_2.sce
index a11f41c53..eb888504a 100644
--- a/3776/CH11/EX11.2/Ex11_2.sce
+++ b/3776/CH11/EX11.2/Ex11_2.sce
@@ -3,14 +3,14 @@ clear
 //
 h =  60             //mm - the length of the crossection 
 b = 100             //mm - the width of hte crossection 
-E = 200             //Gpa - The youngs modulus
+E = 200             //GPa - The youngs modulus
 stress_cr  = 250    //MPa - The proportionality limit
-//Caliculations 
+//calculations 
 
 I = b*(h**3)/12     //mm3 The momentof inertia of the crossection
-A = h*b             //mm2 - The area of teh crossection 
-//From Eulier formula
+A = h*b             //sq.mm - The area of teh crossection 
+//From Euler formula
 r_min  =  ((I/A)**0.5)                            //mm - The radius of the gyration 
-//(l/r)**2= (%pi**2)*E/stress_cr                      //From Eulier formula
+//(l/r)**2= (%pi**2)*E/stress_cr                      //From Euler formula
 l = (((%pi**2)*E*(10**3)/stress_cr)**0.5)*r_min //mm - the length after which the beam starts buckling
 printf("\n The length after which the beam starts buckling is  %0.0f mm",l)
-- 
cgit