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/CH12/EX12.10/Ex12_10.sce | 4 ++--
 3776/CH12/EX12.3/Ex12_3.sce   | 2 +-
 3776/CH12/EX12.5/Ex12_5.sce   | 6 +++---
 3 files changed, 6 insertions(+), 6 deletions(-)

(limited to '3776/CH12')

diff --git a/3776/CH12/EX12.10/Ex12_10.sce b/3776/CH12/EX12.10/Ex12_10.sce
index 68fe4e541..31260aee0 100644
--- a/3776/CH12/EX12.10/Ex12_10.sce
+++ b/3776/CH12/EX12.10/Ex12_10.sce
@@ -1,7 +1,7 @@
 clear
 //Given
-A_1 = 0.125         //in2 , The area of the crossection of AB
-A_2 = 0.219         //in2 , The area of the crossection of BC
+A_1 = 0.125         //sq.in , The area of the crossection of AB
+A_2 = 0.219         //sq.in , The area of the crossection of BC
 l_1 = 3*(5**0.5)    //in , The length of AB
 l_2 = 6*(2**0.5)    //in , The length of BC
 p = 3               //k , Force acting on the system 
diff --git a/3776/CH12/EX12.3/Ex12_3.sce b/3776/CH12/EX12.3/Ex12_3.sce
index f99a26393..889a51fee 100644
--- a/3776/CH12/EX12.3/Ex12_3.sce
+++ b/3776/CH12/EX12.3/Ex12_3.sce
@@ -11,7 +11,7 @@ l_ab = 2.5           //mt - The length of the rod
 l_bc = 2             //mt - The length of the rod
 A_ab = 5*(10**-4)    //mt2 the areaof ab
 A_bc = 5*(10**-3)    //mt2 the areaof bc
-E = 70 //Gpa The youngs modulus of the material
+E = 70 //GPa The youngs modulus of the material
 e_a =(p_ab*l_ab*F_ab/(A_ab*E) + p_bc*l_bc*F_bc/(A_bc*E))*(10**-6) //KN-m
 //Part -2 due to flexure
 I = 60*10**6    //mm4 - the moment of inertia 
diff --git a/3776/CH12/EX12.5/Ex12_5.sce b/3776/CH12/EX12.5/Ex12_5.sce
index c7bb91a72..cd3e6dbc7 100644
--- a/3776/CH12/EX12.5/Ex12_5.sce
+++ b/3776/CH12/EX12.5/Ex12_5.sce
@@ -7,8 +7,8 @@ F_ab = 2500     //lb
 F_bc = -2500    //lb
 l_ab = 60       //in - The length of the rod
 l_bc = 60       //in - The length of the rod
-A_ab = 0.15     //in2 the areaof ab
-A_bc = 0.25     //in2 the areaof bc
+A_ab = 0.15     //sq.in the areaof ab
+A_bc = 0.25     //sq.in the areaof bc
 E = 30*(10**6)  //psi The youngs modulus of the material
 //Part_a
 e_a =p_ab*l_ab*F_ab/(A_ab*E) + p_bc*l_bc*F_bc/(A_bc*E) //lb-in the deflection
@@ -16,7 +16,7 @@ e_a =p_ab*l_ab*F_ab/(A_ab*E) + p_bc*l_bc*F_bc/(A_bc*E) //lb-in the deflection
 p_bd = 1       //lb The recorded virtual loading 
 F_bd = 1       //lb
 l_bd = 40      //in - The length of the rod
-A_bd = 0.1     //in2 the areaof ab
+A_bd = 0.1     //sq.in the areaof ab
 e_a_1 =p_ab*p_ab*l_ab/(A_ab*E) + p_bc*p_bc*l_bc/(A_bc*E) +p_bd*p_bd*l_bd/(A_bd*E) //lb-in the deflection
 //Since the produced defelection should compensate the other one
 x_d = e_a/e_a_1
-- 
cgit