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diff --git a/3864/CH10/EX10.3/Ex10_3.sce b/3864/CH10/EX10.3/Ex10_3.sce
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+clear
+//
+//
+
+//Initilization of Variables
+
+f_x=40 //N/mm**2 //Internal Fliud Pressure
+d1=200 //mm //Internal Diameter
+r1=d1*2**-1 //mm //Radius
+q=300 //N/mm**2 //Tensile stress
+
+//Calculations
+
+//From Lame's Equation we have,
+
+//Hoop Stress
+//f_x=b*(x**2)**-1+a    ..........................(1)
+
+//Radial Pressure
+//p_x=b*(x**2)**-1-a      .........................(2)
+
+//the boundary conditions are
+x=d1*2**-1 //mm 
+//After sub values in equation 1 and further simplifying we get
+//40=b*100**-1-a           ..........................(3)
+
+//Max Principal stress theory
+//q*(FOS)**-1=b*100**2+a           ..................(4)
+//After sub values in above equation and further simplifying we get
+
+//From Equation 3 and 4 we get
+a=80*2**-1
+//Sub value of a in equation 3 we get
+b=(f_x+a)*100**2
+
+//At outer edge where x=r_0 pressure is zero
+r_0=(b*a**-1)**0.5 //mm
+
+//thickness
+t=r_0-r1 //mm
+
+//Max shear stress theory
+P1=b*(100**2)**-1+a //Max hoop stress
+P2=-40 //pressure at int radius (since P2 is compressive)
+
+//Max shear stress
+q_max=(P1-P2)*2**-1
+
+//According max shear theory the design condition is
+//q_max=P_e*2**-1*(FOS)**-1
+//After sub values in equation we get and further simplifying we get
+//80=b*(100**2)**-1+a
+//After sub values in equation 1 and 3 and further simplifying we get
+b2=120*100**2*2**-1
+
+//from equation(3)
+a2=120*2**-1-a
+
+//At outer radius r_0,radial pressure=0
+r_02=(b2*a2**-1)**0.5
+
+//thickness
+t2=r_02-r1
+
+//Result
+printf("\n Thickness of metal by:Max Principal stress theory %0.2f  mm",t)
+printf("\n                      :Max shear stress thoery %0.2f  mm",t2)