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clear
//
//Given
//Variable declaration
L=5*1000 //Length in mm
W=5*1000 //Point load in N
a=3*1000 //Distance between point load and left end in mm
E=2e5 //Young's modulus in N/sq.mm
I=1e8 //Moment of Inertia in mm^4
//Calculation
b=L-a //Width in mm
//case(i):The slope at the left support
thetaA=-(W*a*b)/(6*E*I*L)*(a+2*b)
//case(iii): The deflection under the load
yc=(W*a**2*b**2)/(3*E*I*L)
//case(iii):The maximum deflection
y_max=((W*b)/(9*sqrt(3)*E*I*L)*(((a**2)+(2*a*b))**(3/2)))
//Result
printf("\n slope at the left support = %0.3f radians",thetaA)
printf("\n Deflection under the load = %0.3f mm",yc)
printf("\n Maximum deflection = %0.3f mm",y_max)
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