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clear
//Given
//Variable declaration
L=6*1000 //Length in mm
W=40*1000 //Point load in N
a=4*1000 //Distance of point load from left support in mm
I=7.33e7 //Moment of Inertia in mm^4
E=2e5 //Youngs modulus in sq.mm
//Calculation
b=L-a //Width of beam in mm
yc=(-(W*a**2*b**2)/(3*E*I*L)) //Deflection under the load in mm
//Result
printf("\n Deflection under the load = %0.3f mm",yc)
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