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diff --git a/3705/CH4/EX4.6/Ex4_6.sce b/3705/CH4/EX4.6/Ex4_6.sce
new file mode 100644
index 000000000..e330f4f3c
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@@ -0,0 +1,36 @@
+
+clear//
+
+//Variable Declaration
+P1=15 //Load in kN
+P2=25 //Load in kN
+P3=50 //Load in kN
+R=90 //Load in kN
+L1=3.5 //Length in m
+L2=2 //Length in m
+L3=3 //Length in m
+L=12 //Total span in m
+
+//Calculation
+//Part 1
+//Maximum Bending Moment at A
+R1=R*L1*L**-1 //Reaction 1 in kN
+M_A=R1*L1 //Moment about A in kN.m
+//Maximum Bending Moment at B
+R1_2=R*(L1+(L3-L2))*L**-1 //reaction 1 in kN
+M_B=R1_2*(L1+(L3-L2))-P1*L2 //Moment at B in kN.m
+
+//Maximum Moment at C
+R2=(P2+P3)*(L2+L3)*L**-1 //Reaction 2 in kN
+M_C=R2*(L2+L3) //Moment at C in kN.m
+
+[M_max] = (max(M_A,M_B,M_C))
+
+//Part 2
+R2_2=R*(L-L3)*L**-1 //Reaction 2 in kN
+
+[V_max] = (max(R1,R2,R1_2,R2_2))
+
+
+//Result
+printf("\n The maximum Shear force is %0.3f kN and the Maximum Bending Moment is %0.1f kN.m",V_max,M_max)