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diff --git a/3864/CH9/EX9.7/Ex9_7.sce b/3864/CH9/EX9.7/Ex9_7.sce
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+clear
+//
+//
+
+//Initilization of Variables
+
+//Let X=(P*A**-1) //Average Stress at Failure 
+Lamda_1=70 //Slenderness Ratio
+Lamda_2=170 //Slenderness Ratio
+X1=200 //N/mm**2 
+X2=69 //N/mm**2 
+
+//Rectangular section
+b=60 //mm //width
+t=20 //mm //Thickness
+
+L=1250 //mm //Length of strut
+FOS=4 //Factor of safety
+
+//Calculations
+
+//Slenderness ratio
+//Lamda=L*k**-1
+
+//The Rankine's Formula for strut
+//P=sigma*A*(1+a*(L*k**-1)**-1
+
+//From test result 1,
+//After sub values in above equation we get and further simplifying we get
+//sigma_1=200+980000*a   ...................(1)
+
+//From test result 2,
+//After sub values in above equation we get and further simplifying we get
+//sigma_2=69+1994100*a   ...................(2)
+
+//Substituting it in equation (1) we get
+a=131*1014100**-1   
+
+//Substituting a in equation 1
+sigma_1=200+980000*a //N/mm**2
+
+//Effective Length 
+l=1*2**-1*L //mm
+
+//Least of M.I
+I=1*12**-1*b*t**3 //mm**4
+
+//Area 
+A=b*t //mm**2 
+
+k=(I*A**-1)**0.5
+
+//Slenderness ratio
+Lamda=l*k**-1
+
+//From Rankine's Ratio
+P=sigma_1*A*(1+a*(Lamda)**2)**-1
+
+//Safe Load
+S=P*(FOS)**-1*10**-3 //N
+
+//Result
+printf("\n Constant in the Formula is:a       %0.6f  ",a)
+printf("\n                           :sigma_1 %0.2f  ",sigma_1)
+printf("\n Safe Load is %0.2f  KN",S)