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/CH6/EX6.18/Ex6_18.sce | 2 +-
 1 file changed, 1 insertion(+), 1 deletion(-)

(limited to '3776/CH6/EX6.18/Ex6_18.sce')

diff --git a/3776/CH6/EX6.18/Ex6_18.sce b/3776/CH6/EX6.18/Ex6_18.sce
index ccce2e9e8..ae568d544 100644
--- a/3776/CH6/EX6.18/Ex6_18.sce
+++ b/3776/CH6/EX6.18/Ex6_18.sce
@@ -1,7 +1,7 @@
 clear
 l = 50    //mm - The length of the beam 
 b = 50    //mm - The width of the beam 
-A = l*b   //mm2 - The area of the beam 
+A = l*b   //sq.mm - The area of the beam 
 p = 8.33  //KN - The force applied on the beam 
 stress_max = p*(10**3)/A  //MPa After cutting section A--b
 printf("\n The maximum stress in the beam %0.3f MPa ",stress_max )
-- 
cgit