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clc
//
//
//Variable declaration
M=8 // Bending moment(kip.in)
A=(2.5)*(1.5) // Area(in**2)
R=5.969
e=0.0314 // Distance(in)
//Calculation
// Case(a)
Smax=((8)*(6.75-5.969))/((3.75)*(0.0314)*(6.75)) // Maximum stress(ksi)
Smin=((8)*(5.25-5.969))/((3.75)*(0.0314)*(5.25)) // Minimum stress(ksi)
// Result
printf("\n Maximum stress = %0.3f ksi' ,Smax)
printf("\n Minimum stress = %0.3f ksi' ,Smin)
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