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-rw-r--r--3863/CH3/EX3.8/Ex3_8.sce23
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diff --git a/3863/CH3/EX3.8/Ex3_8.sce b/3863/CH3/EX3.8/Ex3_8.sce
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+clear
+//
+
+//Given
+//Variable declaration
+sigma1=100 //Major principal stress in N/sq.mm
+sigma2=-60 //Minor principal stress in N/sq.mm
+theta=90-50 //Angle of inclination in degrees
+
+//Calculation
+sigman=(((sigma1+sigma2)/2)+(((sigma1-sigma2)/2)*cos((%pi/180)*(2*theta))))
+
+sigmat=((sigma1-sigma2)/2*(sin((%pi/180)*(2*theta))))
+
+sigmaR=(sqrt(sigman**2+sigmat**2))
+
+sigmat_max=int((sigma1-sigma2)/2)
+
+//Result
+printf("\n Normal stress = %0.3f N/mm^2",sigman)
+printf("\n Shear stress = %0.3f N/mm^2",sigmat)
+printf("\n Resultant stress = %0.3f N/mm^2",sigmaR)
+printf("\n Maximum shear stress = %0.3f N/mm^2",sigmat_max)