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clear
//
//
//Given
//Variable declaration
b=200 //Width in mm
d=300 //Depth in mm
L=5*1000 //Span in mm
L_star=5 //Span in m
w=9*1000 //Uniformly distributed load in N/m
E=1e4 //Youngs modulus in N/sq.mm
//Calculation
W=w*L_star //Total load in N
I=b*d**3/12 //Moment of Inertia in mm^4
//case(i):the slope at the support
thetaA=(-(W*(L**2))/(24*E*I))
//case(ii):maximum deflection
yc=(W*L**3)/(E*I)*(5/384)
//Result
printf("\n Slope at the support = %0.3f radians",-thetaA)
printf("\n Maximum deflection = %0.3f mm",yc)
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