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diff --git a/3705/CH6/EX6.1/Ex6_1.sce b/3705/CH6/EX6.1/Ex6_1.sce
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+
+clear//
+
+//Variable Declaration
+wo=400 //loading in lb/ft
+E=29*10**6 //Modulus of elasticity in psi
+I=285 //Moment of inertia in in^4
+S=45.6 //Sectional Modulus in in^3
+L=8 //Span in ft
+
+//Calculations
+//Part 1
+//Part1 is theoretical in nature hence not coded
+
+//Part 2
+delta_max=((wo*12**-1)*(L*12)**4)/(8*E*I) //maximum deflection in inches
+M_max=(wo*12**-1)*(L*12)**2 //Maximum moment
+sigma_max=M_max/(2*S) //Maximum bending stress in psi
+
+//Result
+printf("\n M_max")
+printf("\n The maximum deflection is %0.4f in",delta_max)
+printf("\n The maximum Bending Stress is %0.0f psi",sigma_max)