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diff --git a/3705/CH5/EX5.6/Ex5_6.sce b/3705/CH5/EX5.6/Ex5_6.sce
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+
+clear//
+
+//Variable Declaration
+V_max=24 //Maximum Shear in kN
+b=0.160 //Width of the beam in m
+h=0.240 //Depth of the beam in m
+
+//Calculations
+I=b*h**3*12**-1 //Moment of Inertia of the beam in m^4
+
+//Part 1
+Q=b*(h*3**-1)**2 //First moment of Area m^3
+tau_max=(V_max*Q)*(I*b)**-1 //Maximum Shear Stress in glue in kPa
+
+//Part 2
+tau_max_2=(3.0/2.0)*(V_max/(b*h)) //Shear Stress in kPa
+Q_1=b*h*0.5*h*0.25 //First moment about NA in m^3
+tau_maxx=(V_max*Q_1)/(I*b) //Shear stress in kPa
+
+//Result
+printf("\n The Results agree in both parts")
+printf("\n The maximum stress is %0.0f kPa",tau_max_2)