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diff --git a/3705/CH2/EX2.6/Ex2_6.sce b/3705/CH2/EX2.6/Ex2_6.sce
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+
+clear//
+
+//Variable Declaration
+P=10**6 //Force on the member in N
+Es=200 //Modulus of elasticity of steel in GPa
+Ec=14 //Modulus of elasticity concrete in GPa
+As=900*10**-6 //Area of steel in m^2
+Ac=0.3**2 //Area of concrete block in m^2
+
+//Calculation
+//Cross Sectional Areas
+Ast=4*As //Cross Sectional Area in m^2 of Steel
+Act=Ac-Ast //Cross Sectional Area of Concrete in m^2
+
+//Applying equilibrium to the structure
+//Using the ratio of stress and modulii of elasticity we obtain the following eq
+sigma_ct=P/(((Es*Ec**-1)*Ast)+Act) //Stress in Concrete in Pa
+sigma_st=sigma_ct*Es*Ec**-1 //Stress in Steel in Pa
+
+//Result
+printf("\n The stress in steel and concrete is as follows %0.1f MPa and %0.3f Mpa respectively",sigma_st*10**-6,sigma_ct*10**-6)