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+clear
+//Given
+//Variable declaration
+b=120 //Width in mm
+d=200 //Depth in mm
+L_star=2.5 //Length in m
+L=2.5*1000 //Length in mm
+yB=5 //Deflection at free end in mm
+E=2e5 //Youngs modulus in N/sq.mm
+
+//Calculation
+I=(b*d**3)/12 //Moment of Inertia in mm^4
+w=(yB*8*E*I)/(L**3*L_star)/1e3 //Uniformly distributed load in N/m
+
+//Result
+printf("\n Uniformly distributed load = %0.3f kN/m",w)