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diff --git a/3864/CH4/EX4.24/Ex4_24.sce b/3864/CH4/EX4.24/Ex4_24.sce
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+clear
+//
+
+//Initilization of Variables
+
+L=4000 //mm //span
+
+//Rectangular Cross-section
+b=100 //mm //Width
+d=200 //mm //Thickness
+
+F_per=10 //N/mm**2 //Max Bending stress
+q_max=0.6 //N/mm**2 //Shear stress
+
+//Calculations
+
+//If the Load W is in KN/m
+
+//Max shear Force
+//F=w*l*2**-1 //KN
+//After substituting values and further simplifying we get
+//M=2*w //KN-m
+
+//Max Load from Consideration of moment
+//M=1*6**-1*b*d**2*F_per
+//After substituting values and further simplifying we get
+w=(1*6**-1*b*d**2*F_per)*(2*10**6)**-1 //KN/m
+
+//Max Load from Consideration of shear stress
+//q_max=1.5*F*(b*d)**-1 //N
+//After substituting values and further simplifying we get
+F=q_max*(1.5)*b*d //N
+
+//If w is Max Load in KN/m,then
+//2*w*1000=8000
+//After Rearranging and Further simplifying we get
+w2=8000*(2*1000)**-1 //KN/m
+
+//Result
+printf("\n Uniformly Distributed Load Beam can carry is %0.2f  KN/m",w)