Added new codeHEADmaster

1 files changed, 32 insertions, 0 deletions

diff --git a/3862/CH8/EX8.28/Ex8_28.sce b/3862/CH8/EX8.28/Ex8_28.sce
new file mode 100644
index 000000000..c9511fb9d
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+++ b/3862/CH8/EX8.28/Ex8_28.sce
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+clear
+//
+
+//variable declaration
+
+Db=(20)                     //diameter of brass rod,mm
+Dse=(40)                    //external diameter of steel tube,mm
+Dsi=(20)                    //internal diameter of steel tube,mm
+Es=(2*100000 )              //Young's modulus steel, N/mm^2
+Eb=(1*100000 )              //Young's modulus brass, N/mm^2
+alphas=(0.0000116)          //coeffcient of expansion of steel,/°C
+alphab=(0.0000187)          //coeffcient of expansion of brass,/°C
+t=60                             //raise in temperature, °C
+As=%pi*((Dse**2)-(Dsi**2))/4  //Area of steel tube** mm^2
+Ab=%pi*((Db**2))/4                //Area of brass rod**mm^2
+L=1200                           //length,mm
+//Since free expansion of brass  is more than free expansion of steel , compressive force Pb develops in brass and tensile force Ps develops in steel to keep the final position at CC 
+
+//Horizontal equilibrium condition gives Pb = Ps, say P. 
+
+P=((alphab-alphas)*t*L)/((L/(As*Es))+(L/(Ab*Eb)))
+
+ps=P/As
+pb=P/Ab
+
+printf("\n stress in steel= %0.2f  N/mm^2",ps)
+printf("\n Stress in brass= %0.2f  N/mm^2",pb)
+
+//the pin resist the force P at the two cross- sections at junction of two bars.
+
+Shearstress=P/(2*Ab)
+printf("\n Shear stress in pin %0.2f  N/mm^2",Shearstress)