From 7f60ea012dd2524dae921a2a35adbf7ef21f2bb6 Mon Sep 17 00:00:00 2001
From: prashantsinalkar
Date: Tue, 10 Oct 2017 12:27:19 +0530
Subject: initial commit / add all books

---
 3705/CH2/EX2.6/Ex2_6.sce | 22 ++++++++++++++++++++++
 1 file changed, 22 insertions(+)
 create mode 100644 3705/CH2/EX2.6/Ex2_6.sce

(limited to '3705/CH2/EX2.6')

diff --git a/3705/CH2/EX2.6/Ex2_6.sce b/3705/CH2/EX2.6/Ex2_6.sce
new file mode 100644
index 000000000..97cc0b4b0
--- /dev/null
+++ b/3705/CH2/EX2.6/Ex2_6.sce
@@ -0,0 +1,22 @@
+
+clear//
+
+//Variable Declaration
+P=10**6 //Force on the member in N
+Es=200 //Modulus of elasticity of steel in GPa
+Ec=14 //Modulus of elasticity concrete in GPa
+As=900*10**-6 //Area of steel in m^2
+Ac=0.3**2 //Area of concrete block in m^2
+
+//Calculation
+//Cross Sectional Areas
+Ast=4*As //Cross Sectional Area in m^2 of Steel
+Act=Ac-Ast //Cross Sectional Area of Concrete in m^2
+
+//Applying equilibrium to the structure
+//Using the ratio of stress and modulii of elasticity we obtain the following eq
+sigma_ct=P/(((Es*Ec**-1)*Ast)+Act) //Stress in Concrete in Pa
+sigma_st=sigma_ct*Es*Ec**-1 //Stress in Steel in Pa
+
+//Result
+printf("\n The stress in steel and concrete is as follows %0.1f MPa and %0.3f Mpa respectively",sigma_st*10**-6,sigma_ct*10**-6)
-- 
cgit