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diff --git a/3705/CH1/EX1.2/Ex1_2.sce b/3705/CH1/EX1.2/Ex1_2.sce
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+
+clear//
+
+//Variable Declaration
+Ay=40 //Vertical Reaction at A in kN
+Hy=60 //Vertical Reaction at H in kN
+Hx=0 //Horizontal Reaction at H in kN
+y=3 //Height in m
+x=5 //Distance in m
+p=4 //Panel distance in m
+A=900 //Area of the member in mm^2
+P_C=30 //Force at point C in kN
+
+//Calculation
+//Part 1
+//Applying summation of forces in the x and y direction and equating to zero
+P_AB=(-Ay)*(x*y**-1) //Force in member AB in kN
+P_AC=-(p*x**-1*P_AB) //Force in member AC in kN
+//Using stress=force/area
+S_AC=(P_AC/A)*10**3 //Stress in member AC in MPa (T)
+
+//Part 2
+//Sum of moments about point E to zero
+P_BD=(Ay*p*2-(P_C*p))*y**-1 //Force in memeber AB in kN (C)
+S_BD=(P_BD/A)*10**3 //Stress in member in MPa (C)
+
+//Result
+printf("\n The Stress in member AC is %0.1f MPa (T)",S_AC)
+printf("\n The Stress in member BD is %0.1f MPa (C)",S_BD)