Added new codeHEADmaster

1 files changed, 25 insertions, 0 deletions

diff --git a/3862/CH8/EX8.20/Ex8_20.sce b/3862/CH8/EX8.20/Ex8_20.sce
new file mode 100644
index 000000000..8800b01b4
--- /dev/null
+++ b/3862/CH8/EX8.20/Ex8_20.sce
@@ -0,0 +1,25 @@
+clear
+//
+
+//variable declaration
+
+Es=(2*100000)              //Young's modulus of steel rod ,N/mm^2
+Ec=(1.2*100000)            //Young's modulus of copper tube,N/mm^2
+
+di=(25)                           //internal diameter,mm
+de=(40)                           //external diameter,mm
+
+As=%pi*(di**2)/4               //Area of steel rod**mm^2
+Ac=%pi*((de**2)-(di**2))/4   //Area of copper tube**mm^2
+P=120                           //load, KN
+//From equation of equilibrium, Ps+Pc=P,where Ps is the load shared by steel rod and Pc is the load shared by the copper tube.
+//From compatibility condition,deltaS=deltaC
+
+Pc=(P*1000)/(1+((As*Es)/(Ac*Ec)))
+Ps=Pc*((As*Es)/(Ac*Ec))
+
+SIC=Pc/Ac            //stress in copper, N/mm^2
+SIS=Ps/As            //stress in steel,N/mm^2
+
+printf("\n stress in Copper= %0.2f  N/mm^2",SIC)
+printf("\n stress in Steel= %0.2f  N/mm^2",SIS)